HomeMy WebLinkAbout07/27/2022 EB Packet
CITY OF LINO LAKES ENVIRONMENTAL BOARD MEETING
Wednesday, July 27th, 2022
6:30 p.m. Council Chambers AGENDA
1. CALL TO ORDER AND ROLL CALL
2. PLEDGE OF ALLEGIANCE
3. APPROVAL OF AGENDA
4. APPROVAL OF MINUTES: June 29th, 2022
5. OPEN MIKE
6. ACTION ITEMS
A. Robinson Property Environmental Assessment Worksheet
B. Belland Farms 2nd Addition Preliminary Plat and Site Plan and Conditional Use
Permit for New Horizon Academy
C. Kwik Trip Conditional Use Permit and Site Plan Review
7. UPDATES
A. General Updates
B. Recycling Updates 8. ADJOURN
DRAFT MINUTES
CITY OF LINO LAKES ENVIRONMENTAL BOARD MEETING
I. CALL TO ORDER AND ROLL CALL:
Chair Sullivan called the Lino Lakes Environmental Board meeting to order at 6:30 p.m. on June 29, 2022. II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA Chair Sullivan approved the agenda as presented. IV. APPROVAL OF MINUTES: Ms. Holmes made a MOTION to approve the May 4, 2022 meeting minutes. Motion was supported by Mr. Parsons. Motion carried 7 – 0. V. OPEN MIKE Chair Sullivan declared Open Mike at 6:35 p.m. There was no one present for Open Mike. Open Mike was closed at 6:35 p.m. VI. ACTION ITEMS A. Villas on Vicky PUD Concept Plan Review Andy Nelson, Environmental Coordinator, presented the staff report.
DATE: June 29, 2022
TIME STARTED: 6:30 P.M. TIME ENDED: 7:49 P.M. MEMBERS PRESENT: John Sullivan, Lindsay Buchmeier, Shawn Holmes, Jonathan Parsons, Ella McNulty, Cassie Cavegn Alex Schwartz
STAFF PRESENT: Andy Nelson, Tori Philippi
Environmental Board June 29, 2022 Page 2
DRAFT MINUTES
The applicant, Ranger Development, submitted a land use application for a PUD Concept Plan for a proposed residential development west of the intersection of Lake Drive and Kelly Street. The applicant would like flexibility to adjust lot sizes and
setbacks. There are 23 single unit townhomes proposed on the 4.9 acre site.
The 2040 Comprehensive Plan proposes constructing a trail through the site. In lieu of this and keeping in mind the density of the proposed development, Chair Sullivan asked if there would be room for a trail. He also asked if there are trails currently in
the area.
Mr. Nelson said there are no trails along Lake Drive currently. He explained since the applicant is requesting PUD flexibility, the applicant will be required to provide a public benefit and a trail would fufill that requirement.
Chair Sullivan asked where the site’s stormwater runoff would be directed. Mr. Nelson explained the site is meeting the rate and volume requirements for stormwater runoff and they will not contribute runoff to nearby ponds.
Mr. Schwartz and Ms. Cavegn asked if there would be enough room on the site for a trail and stormwater management. Mr. Nelson stated the applicant will need to revise their plans to include more open
space in order to meet the requirements for a PUD. Once more open space is
incorportated, there should be sufficient space for a trail, various plantings, and stormwater management. Ms. Buchmeier questioned if a middle turn lane would need to be constructed in order
for residents to be able to turn onto Vicky Lane from Lake Drive. She expressed
concern with the alignment of Vicky Lane and Kelly Street. She also asked what the City anticipates the traffic volume will look like. Mr. Nelson stated the traffic will be reviewed by city and county engineers. He noted
the alignment of Vicky Lane with Kelly Street is done to limit the number of accesses
onto Lake Drive which increases the level of safety. Jon Blattman, 4247 117th Avenue NE, Blaine, MN 55449, with Ranger Development, said he spoke with the county and they forsee no issues with residents exiting Vicky
Lane. Mr. Blattman noted the county mentioned the possibility of adding a turn lane
from Lake Drive to Vicky Lane. He commented implenting a 6 ft. high buffer around the development would not work as it would inhibit proper drainage and access for mowing. Regarding the trail, Mr. Blattman said he is unsure where the trail could be located due to the homeowners to the north of the site and since it is not known what
will be constructed on the vacant lot to the south.
Environmental Board June 29, 2022 Page 3
DRAFT MINUTES
Mr. Schwartz asked Mr. Blattman if he considered doing an attached product with the same number of units as this would allow for more open space.
Mr. Blattman said having more open space can create more HOA problems and more
mowing. He noted he has considered removing one lot in order to widen a few more lots. He commented each house will be individually designed. There will be some two story homes, but the majority of the homes in the development will be one story.
Mr. Schwartz asked Mr. Blattman why he chose a detached product instead of an
attached product. Mr. Blattman stated he is not fond of attached products. He envisioned this community would be reminiscent of the neighborhoods he saw as a kid.
City staff and the Board recommended the applicant consider creating a trail on the site that dead ends for future development. Mr. Schwartz made a MOTION to recommend the Villas on Vicky PUD Concept
Plan be forwarded to the Planning and Zoning Board and City Council subject to
conditions listed in the staff report. Motion was supported by Ms. Holmes. Motion carried 7 – 0. VII. DISCUSSION ITEMS
A. MS4 Annual Report and Public Comment Opportunity Since 2006, the City of Lino Lakes has operated its storm sewer systems via the Municipal Separate Storm Sewer System (MS4) general permit. In order to continue
its operation of the storm sewer systems, the City is required to submit an annual
Storm Water Pollution Prevention Program (SWPPP) report. Andy Nelson, Environmental Coordinator, reviewed the 2021 activity report with the Board. There was no one present for the MS4 public comment opportunity.
VIII. UPDATES A. Introducing new Recycling Intern Tori Philippi
Andy Nelson, Environmental Coordinator, introduced Tori Philippi to the Board. Ms.
Philippi will serve as the City’s Recycling Intern. B. Recycling Updates
Tori Philippi, Recycling Intern, informed the Board of recycling updates. Ms.
Philippi stated there were 174 participants in the Recycling Saturday event held on June 17, 2022. Of the 174 participants, 25 participants contributed to paper
Environmental Board June 29, 2022 Page 4
DRAFT MINUTES
shredding. As of June 28, 2022, there are 449 participants enrolled in the organics program. Ms. Philippi noted a new organics enclosure for Sunrise Park is in the early planning stages, and its construction would be dependent upon a County grant
program for funding. C. General Updates Andy Nelson, Environmental Coordinator, informed the Board the City received a
$10,000 grant from Anoka County and Minnesota Waste Wise in order to equip the
Rookery with solid waste, organics, and recycling bins. Mr. Nelson also stated on June 27, 2022, Bald Eagle Boulevard was temporarily closed in order to remove around 10 dead ash trees. On Woodridge Lane, a willow tree was removed in order to clear a storm drain outlet. Mr. Nelson gave the Board a verbal update regarding
the EAB grant. He also shared the City received a clean water grant to purchase 160
to 180 smart irrigation controllers. IX. ADJOURNMENT
Mr. Schwartz made a MOTION to adjourn the meeting at 7:49 p.m. Motion was
supported by Ms. Buchmeier. Motion carried 7 – 0. Respectfully submitted, Janele Waterman, Community Development Administrative Assistant
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ENVIRONMENTAL BOARD
AGENDA ITEM 6A STAFF ORIGINATOR: Michael Grochala
MEETING DATE: July 27, 2022
REQUEST: Distribute for Public Comment Robinson Sod Farm Environmental Assessment Worksheet
APPLICANT: Integrate Properties, LLC BACKGROUND:
Integrate Properties, LLC (Developer) is proposing a residential development project on approximately 158 acres abutting Main Street (CSAH 14) and Sunset Avenue (CR 53) in the northwest quadrant of the City. The property is guided for low, medium and high density residential uses in the City’s 2040 Comprehensive Plan. The Environmental Board reviewed a
development concept plan for the property in January of this year.
Due to the proposed number of residential units, preparation of an Environmental Assessment Worksheet (EAW) is required by Minnesota Rules. The process operates according to rules adopted by the state’s Environmental Quality Board (EQB). The EAW document is designed to
provide a brief analysis and overview of the potential environmental impacts for a specific
project and to help the City, referred to as the Responsible Government Unit (RGU), determine whether an Environmental Impact Statement (EIS) is necessary. The questions contained within the document are established by the EQB.
The EAW is not meant to approve or disapprove a project, but is simply a source of information
to guide other approvals and permitting decisions. In fact it is one of the advantages to larger scale development projects. Preparation of the EAW will help inform the design of the project before the submittal of a formal development application.
The information provided in the EAW was prepared by the development team and reviewed by
City Staff and the City’s Engineer WSB and Associates and determined to be complete. The next step in the process is for the City Council to authorize distribution of the document for public comment. A notice of the documents availability will be published in the Environmental Quality Board (EQB) Monitor and notification sent to specified public agencies. The document
will be available on the City website for review. The public comment period lasts for 30 days.
During that period all interested parties may submit written comments to the City. At the end of the 30 day period, the City reviews all of the public comments, as well as the content of the EAW to determine whether the project needs further changes or analysis. The City will prepare a written response to all substantive comments received during the public comment period.
2
Once completed the City Council will determine if potential impacts of the project are significant
enough to require the preparation of an Environmental Impact Statement. If not, the Council will
adopt a finding of no significant impact and the environmental review process ends. The developer may then begin to prepare the design of the project and the land use application information.
A representative from WSB and Associates will be present at the meeting to provide an overview
of the EAW document and address any questions from board members. Again, the decision to distribute the EAW for public comment or any future decision regarding the need for an EIS is not an approval or disapproval of the project.
ENVIRONMENTAL DIRECTION:
Recommend distribution of the document for public comment. ATTACHMENTS:
1. EAW
0
June 2022
ROBINSON SOD FARM
ENVIRONMENTAL ASSESSMENT WORKSHEET (EAW)
Responsible Government Unit (RGU)
City of Lino Lakes
600 Town Center Parkway
Lino Lakes, MN 55014
linolakes.us
Prepared by:
CITY: LINO LAKES
COUNTY: ANOKA
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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Table of Contents
Table of Contents ......................................................................................................................... i
Tables.......................................................................................................................................... ii
Figures ........................................................................................................................................ ii
Appendices ................................................................................................................................. ii
1. Project Title: Robinson Sod Farm ......................................................................................... 1
2. Proposer: Integrate Properties, LLC ...................................................................................... 1
3. RGU: City of Lino Lakes ........................................................................................................ 1
4. Reason for EAW Preparation: (Check One) ........................................................................... 2
5. Project Location ................................................................................................................... 2
6. Project Description .............................................................................................................. 2
7. Cover Types ......................................................................................................................... 5
8. Permits and Approvals Required .......................................................................................... 6
9. Land Use .............................................................................................................................. 7
10. Geology, Soils and Topography/Land Forms ......................................................................... 9
11. Water Resources ............................................................................................................... 10
12. Contamination/Hazardous Materials/Wastes ..................................................................... 17
13. Fish, Wildlife, Plant Communities, and Sensitive Ecological Resources (Rare Features) ....... 20
14. Historic Properties ............................................................................................................. 23
15. Visual ................................................................................................................................. 24
16. Air ..................................................................................................................................... 24
17. Noise ................................................................................................................................. 26
18. Transportation ................................................................................................................... 26
19. Cumulative Potential Effects .............................................................................................. 29
20. Other Potential Environmental Effects ............................................................................... 29
References ................................................................................................................................ 31
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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Tables
Table 1. Parcels within the Project Site for Residential Development ........................................... 3
Table 2a. Project Magnitude Data – PUD Concept Plan (557 Units) .............................................. 4
Table 2b. Project Magnitude Data – Yield Plan (707 Units) ............................................................ 4
Table 3. Land Cover of the Project Site Before and After (Yield Plan) the Proposed Development .... 5
Table 4. Required Permits and Approvals for the Proposed Project .............................................. 6
Table 5. Soil Classifications on the Project Site .............................................................................. 9
Table 6. Water Wells Located Within the Project Site ................................................................. 11
Table 7. What’s in My Neighborhood Sites within 0.5 Miles of the Project Site ......................... 18
Table 8. State Rare Wildlife and Plant Species Within 0.5 Miles of the Project Site .................... 21
Table 9. Federal Rare Wildlife and Plant Species Within the Project Site .................................... 22
Figures
Figure 1: Site Location map
Figure 2: PUD Concept Plan – 557 Units
Figure 3. Yield Plan – 707 Units
Figure 4: Pre-Development Land Cover
Figure 5: Post-Development Land Cover
Figure 6: 2040 Future Land Use Map
Figure 7. 100 Year FEMA floodplain
Figure 8: Anoka County Soil Survey
Figure 9: Public Waters Inventory
Figure 10: National Wetland Inventory
Figure 11: Minnesota Well Index
Figure 12: Contaminated Sites/Environmental Permits and Registrations
Appendices
Appendix A. Figures
Appendix B. Minnesota Department of Health Well Index Log
Appendix C. MN DNR Natural Heritage Information System (NHIS) Concurrence Letter
Appendix D. USFWS IPaC Review
Appendix E. Minnesota State Historic Preservation Office (SHPO) Database Review
Appendix F. Traffic Study
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
PAGE 1
ENVIRONMENTAL ASSESSMENT WORKSHEET
This Environmental Assessment Worksheet (EAW) form and EAW Guidelines are available at the
Environmental Quality Board’s website at:
http://www.eqb.state.mn.us/EnvRevGuidanceDocuments.htm. The EAW form provides information
about a project that may have the potential for significant environmental effects. The EAW Guidelines
provide additional detail and resources for completing the EAW form.
Cumulative potential effects can either be addressed under each applicable EAW Item, or can be
addresses collectively under EAW Item 19.
Note to reviewers: Comments must be submitted to the RGU during the 30-day comment period
following notice of the EAW in the EQB Monitor. Comments should address the accuracy and
completeness of information, potential impacts that warrant further investigation and the need for an
EIS.
1. Project Title: Robinson Sod Farm
2. Proposer: Integrate Properties, LLC
Contact Person: Ian Peterson
Title: President
Address: 6980 Sand Ridge Road
City, State, ZIP: Eden Prairie, MN 55346
Phone: 612.328.5252
Fax: N/A
Email: ian@integrateproperties.com
3. RGU: City of Lino Lakes
Contact Person: Katie Larsen
Title: City Planner
Address: 600 Town Center Parkway
City, State, ZIP: Lino Lakes, MN 55014-1182
Phone: 651-982-2426
Fax: 651-982-2499
Email: klarsen@linolakes.us
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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4. Reason for EAW Preparation: (Check One)
Required Discretionary ☐EIS Scoping ☐Citizen petition ☒Mandatory EAW ☐RGU discretion
☐Proposer initiated
If EAW or EIS is mandatory give EQB rule category subpart number(s) and name(s):
4410.4300 Subp 19. Residential Development
5. Project Location
County: Anoka
City/Township: Lino Lakes
PLS Location (¼, ¼, Section,
Township, Range):
NE ¼ and NW ¼ of the NW ¼ of Section 7, Township 31, Range 22;
NW ¼ and SW ¼ of the NE ¼ of Section 7, Township 31, Range 22
Watershed (81 major watershed
scale): Mississippi River – Twin Cities
GPS Coordinates: Approximately 45⁰ 11’ 39.82”N, 93⁰ 07’ 57.33”W
Property ID: 07-31-22-22-0001, 07-31-22-21-0001, 07-31-22-12-0001,
07-31-22-13-0001, 07-31-22-22-0002
6. Project Description
a. Provide the brief project summary to be published in the EQB Monitor, (approximately 50 words).
The Robinson project is a proposed low, medium, and high density residential development on an
existing 158-acre agricultural area in the City of Lino Lakes, Anoka County, Minnesota. Two site plan
alternatives have been developed for the project:
• PUD Concept Plan – The PUD concept plan is expected to consist of 557 dwelling units of the
following types:
o 242 single family detached homes
o 315 townhomes
• Yield Plan – The yield plan, considered close to the maximum density allowed under future
year 2040 land use plans, is expected to consist of 707 dwelling units of the following types:
o 263 single family detached homes
o 164 townhomes
o 280 multi-family units
See Appendix A, Figures 2 and 3 for the PUD concept plan and yield plan.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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The project is located to the southeast of Sunset Avenue and 125th Ave NE (Main Street, CSAH 14).
The project will include new roads, stormwater features, and the installation of municipal sewer and
water systems (Appendix A, Figure 1).
b. Give a complete description of the proposed project and related new construction, including
infrastructure needs. If the project is an expansion include a description of the existing facility.
Emphasize: 1) construction, operation methods and features that will cause physical manipulation of
the environment or will produce wastes, 2) modifications to existing equipment or industrial processes,
3) significant demolition, removal or remodeling of existing structures, and 4) timing and duration of
construction activities.
The proposed project includes the construction of a new single-family and multi-family residential
housing development. This includes a range in units from the PUD concept plan of 557 units to the
Yield plan of 707 units which are made up of single-family lots (55’, 65’, and 75’ wide), row
townhomes, rowhomes, and structured multi-family housing that will be associated with public
access roads and private driveways. The proposed unit count on the site falls within the density range
for the property provided in the City of Lino Lakes 2040 Comprehensive Plan.
The project site is comprised of five parcels which are summarized below (Table 1).
Table 1. Parcels within the Project Site for Residential Development
Parcel ID Parcel Size (Acres) Current Use Project Details
07-31-22-22-0001 37.51 Agriculture No existing infrastructure
07-31-22-21-0001 39.84 Agriculture No existing infrastructure
07-31-22-12-0001 39.79 Agriculture Existing farmstead to be removed
07-31-22-13-0001 39.91 Agriculture No existing infrastructure
07-31-22-22-0002 1.44 Residential Existing residence to remain
Roadway access into the development will occur through Main Street and Sunset Ave as dictated by
Anoka County. Other roadway access points have been provided to the property through the Century
Farm development to the south at Cardinal Way, Robinson Drive, Century Trail, and Carl Street.
Additionally, a pedestrian trail has been stubbed to the property from Century Farm Addition to the
south, just west of the Cardinal Way Street connection to encourage recreational use.
The development will create substantial stormwater basin areas that will be an amenity to the
various housing types proposed within the project. The main Anoka County ditch system (ACD-10-22-
23 Main Trunk and Br2) will be preserved and protected while the newly created stormwater basins
will provide for stormwater management goals and infrastructure improvements.
The entire site will be mass graded in one phase to allow for the creation of the stormwater basins.
Development of the neighborhood clusters with utilities and streets will be completed in multiple
phases based on market demand. The developer will be responsible for site grading, utilities, sanitary
sewer, water supply, roadway infrastructure, stormwater, and erosion control. Management of the
site will fall to the individual owners and homeowner’s association once construction is completed on
site.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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Mass grading is anticipated to begin winter 2023 with the first phase of utilities and streets
completed by July 2023. Home construction is anticipated to begin July 2023 with a full build out of
the community taking place over four to five years depending on market conditions.
c. Project magnitude:
Table 2a. Project Magnitude Data – PUD Concept Plan (557 Units)
Total Project Acreage 158 acres
Linear project length 16,000 linear feet public roadway
6,800 linear feet private roadway
Number and type of residential units:
PUD Concept Plan
45 75-feet wide Single Family Lots
117 65-feet wide Single Family Lots
80 55-feet wide Single Family Lots
191 Row Townhomes
124 Back-to-back & Row Townhomes
557 total residential units
Commercial building area (in square feet) N/A
Industrial building area (in square feet) N/A
Institutional building area (in square feet) N/A
Other uses – specify (in square feet) Stormwater ponds: 840,708
Lake: 270,072
Structure height(s) Back-to-back townhomes will be three stories tall
(2 stories above a garage). Row townhomes will
be two or three stories tall. Structured multi
family housing will be two stories tall. Single
Family Homes will be one or two stories tall.
Table 3b. Project Magnitude Data – Yield Plan (707 Units)
Total Project Acreage 158 acres
Linear project length 13,600 linear feet public roadway
14,700 linear feet private roadway
Number and type of residential units:
Yield Plan
148 80-feet wide Single Family Lots
386 Row Townhomes
172 Back-to-back & Row Townhomes
1 Existing Home on New Lot
707 total residential units
Commercial building area (in square feet) N/A
Industrial building area (in square feet) N/A
Institutional building area (in square feet) N/A
Other uses – specify (in square feet) Stormwater ponds: 932,184
Structure height(s) Back-to-back townhomes will be three stories tall
(2 stories above a garage). Row townhomes will
be two or three stories tall. Structured multi
family housing will be two stories tall. Single
Family Homes will be one or two stories tall.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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d. Explain the project purpose; if the project will be carried out by a governmental unit, explain the need
for the project and identify its beneficiaries.
The purpose of the proposed project is to develop a residential neighborhood in the City of Lino
Lakes. Based on the City of Lino Lakes’ 2040 Comprehensive Plan, the City has designated this area of
the community for future residential growth to meet the projected housing demands of current and
future residents. It is the intent of the developer to create a low density, medium, and high
residential neighborhood that contributes to the city’s housing goals and objectives.
e. Are future stages of this development including development on any other property planned or likely
to happen? ☐ Yes ☒ No
If yes, briefly describe future stages, relationship to present project, timeline and plans for
environmental review.
There are no future stages of this development that are planned or likely to occur.
f. Is this project a subsequent stage of an earlier project? ☐ Yes ☒ No
If yes, briefly describe the past development, timeline and any past environmental review.
The project is not a subsequent stage of an earlier project.
7. Cover Types
Estimate the acreage of the site with each of the following cover types before and after development:
Table 4. Land Cover of the Project Site Before and After (Yield Plan) the Proposed Development
Land Cover Type Before (acres) After (acres) – Yield Plan
Cropland 130 0
Residential 0 74
Grassland 1 0
Stormwater basin 0 21
Wooded/forested 0 0
Wetlands1 16 8
Lawn/Landscaping2 2 34
Facility Operation 3 0
Road Right-of-Way 6 20
Public Trail 0 1
TOTAL 158 158
1 Wetlands are calculated from the National Wetland Inventory (NWI). A wetland delineation has not been conducted on site yet. The mapped
NWI features overlap with the private and public drainage features present on site.
2 The lawn/landscaping acreage after development does not reflect the lawn associated with each residential home. This is included in the
residential cover type
See Appendix A, Figures 4 and 5 for a graphic representation of this data.
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8. Permits and Approvals Required
List all known local, state and federal permits, approvals, certifications and financial assistance for the
project. Include modifications of any existing permits, governmental review of plans and all direct and
indirect forms of public financial assistance including bond guarantees, Tax Increment Financing and
infrastructure. All of these final decisions are prohibited until all appropriate environmental review has
been completed. See Minnesota Rules, Chapter 4410.3100.
The permits listed below in Table 4 are the permits required for the proposed project.
Table 5. Required Permits and Approvals for the Proposed Project
Unit of Government Types of Application Status
Federal
U.S. Army Corps of Engineers (USACE) Clean Water Act Section 404 Permit To be submitted
State
Minnesota Department of Health
(MDH) Watermain Extension Permit To be submitted
Minnesota Department of Natural
Resources (MN DNR) Water Appropriation Permit (Construction Dewatering) To be submitted
Conditional Letter of Map Revision (CLOMR) To be submitted, if
necessary
Minnesota Pollution Control Agency
(MPCA)
National Pollution Discharge Elimination System
(NPDES)/State Disposal System (SDS) General Permit To be submitted
Sanitary Sewer Extension Approval To be submitted
Section 401 Water Quality Certification or Waiver To be submitted
10-day Demolition Notification If needed
Local
Rice Creek Watershed District
Wetland Conservation Act Delineation Boundary
Concurrence To be submitted
Wetland Impact and Replacement Plan To be submitted
Stormwater Management Plan To be submitted
Erosion and Sediment Control Plan To be submitted
Floodplain Alteration Permit To be submitted
Public Drainage System Permit To be submitted
Anoka County Access Permit(s) To be submitted
Right-of-Way Permit To be submitted
City of Lino Lakes Rezoning and Preliminary Plat To be submitted
Final Plat Approval To be submitted
Municipal Water Connection Permit To be submitted
Sanitary Sewer Connection Permit To be submitted
Grading Permit To be submitted
Building Permit To be submitted
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9. Land Use
a. Describe:
i. Existing land use of the site as well as areas adjacent to and near the site, including parks, trails,
prime or unique farmlands.
The existing land use on site is sod farm agriculture. Anoka County Ditch 10-22-32’s main trunk
and branch 2 run through the site. The site is surrounded by agriculture, rural residential, single-
family residential, multi-family residential, and undeveloped land.
The closest parks to the project include:
• Parks less than 1 mile from the project site include:
o Century Farm North Park (undeveloped): 500 feet to the south
o Behm’s Park: 2000 feet to the south
o Highland Meadows Park: 0.5 mile to the east
• Parks within approximately 1 mile of the project include:
o Blaine’s Lochness Park: southwest
o Blaine Wetland Sanctuary: southwest
o Lino Park: east
o Rice Creek Chain of Lakes Regional Park Reserve: southeast
o Blaine Lexington Athletic Complex: southwest
There is a city trail that stubs into the south end of the property.
The majority of the site is not considered prime farmland or soils of statewide importance based
on the USDA NRCS Web Soil Survey. Further discussion about soils within the project site is
provided in Item 10.
ii. Plans. Describe planned land use as identified in comprehensive plan (if available) and any other
applicable plan for land use, water, or resources management by a local, regional, state, or
federal agency.
The site is split up into four planned land uses based on the City of Lino Lake’s 2040
Comprehensive Plan. The planned land use for the west and south ends of the site is Low Density
Residential (1.6 – 3.0 units per acre). The planned land use for the central and northern end of the
project is a mix of Medium Density Residential (4.0 – 6.0 units per acre), High Density Residential
(6.0 – 8.0 units per acre), and Planned Residential / Commercial (8.0 – 10.0 units per acre) with
opportunities for neighborhood scale retail, service, and office uses (Appendix A, Figure 6; City of
Lino Lakes, 2020).
The site is required to meet the requirements of the surface water management plans of the City
of Lino Lakes, Rice Creek Watershed District, and the MPCA NPDES General Permit. Stormwater
basins are incorporated throughout the development.
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iii. Zoning, including special districts or overlays such as shoreland, floodplain, wild and scenic rivers,
critical area, agricultural preserves, etc.
According to the 2021 City of Lino Lakes Zoning Map, the property is currently shown as R - Rural.
The proposed project site will establish a PUD zoning for the development site, compatible and
consistent with the City’s goals and objectives for the property.
The site falls within the 100 year FEMA floodplain area and Rice Creek Watershed District
floodplain area (Appendix A, Figure 7).
b. Discuss the project’s compatibility with nearby land uses, zoning, and plans listed in Item 9a above,
concentrating on implications for environmental effects.
The project’s proposed land use as mostly low density residential with some medium and high
density residential is compatible with adjacent land uses, zoning, and plans. The proposed land use
to the north, east, and south include similar land uses, according to the City of Lino Lakes 2040
Comprehensive Plan. The proposed development will incorporate mitigation measures to minimize
environmental effects as discussed in the following sections of this EAW.
c. Identify measures incorporated into the proposed project to mitigate any potential incompatibility as
discussed in Item 9b above.
The majority of the site falls within floodplain Zone A and will require a floodplain alteration permit
from Rice Creek Watershed District. It may be necessary to get a Conditional Letter of Map Revision
(CLOMR) from the DNR for the floodplain alteration. The main trunk and branch 2 of Anoka County
Ditch 10-22-32 will be preserved and protected along with the private ditches on site.
The proposed development plans to follow the PUD Concept Plan and will follow all necessary City
requirements for this type of development.
The project proposes to incorporate road connections to existing roadways and a future road stub to
the east.
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10. Geology, Soils and Topography/Land Forms
a. Geology - Describe the geology underlying the project area and identify and map any susceptible
geologic features such as sinkholes, shallow limestone formations, unconfined/shallow aquifers, or
karst conditions. Discuss any limitations of these features for the project and any effects the project
could have on these features. Identify any project designs or mitigation measures to address effects to
geologic features.
The bedrock geology of the site primarily consists of Jordan Sandstone and the St. Lawrence
Formation. Depth to bedrock is between 150’ and 200’ for the majority of the site, with an area
between 100’-150’ in the northeast part of the site and an area between 200’ and 250’ on the south
edge of the site (Mossler, 2013). The surficial geology of the site consists of muck/peat in the west
and sand facies in the east (Meyer, 2013).
There are no known geologic hazards, karst, sinkholes, or other conditions that would require
mitigation measures on the property (Berg, 2016).
b. Soils and topography - Describe the soils on the site, giving NRCS (SCS) classifications and descriptions,
including limitations of soils. Describe topography, any special site conditions relating to erosion
potential, soil stability or other soils limitations, such as steep slopes, highly permeable soils. Provide
estimated volume and acreage of soil excavation and/or grading. Discuss impacts from project
activities (distinguish between construction and operational activities) related to soils and topography.
Identify measures during and after project construction to address soil limitations including
stabilization, soil corrections or other measures. Erosion/sedimentation control related to stormwater
runoff should be addressed in response to Item 11.b.ii.
The USDA NRCS Web Soil Survey indicates that the project site includes 5 soil mapping units that
consist mostly of muck and peat that are hydric soils (Appendix A, Figure 8; Table 5.). The soils are
very limited for dwellings without basements, single family dwelling units, and local roads that
include factors such as ponding, frost action, and subsidence. The Web Soil Survey indicates that
organic soils are not as susceptible to rill and sheet erosion as mineral soils. The sandy soils of the
area have a relatively low erodibility with K-factors ranging from 0.1 to 0.24.
The grading operations during construction is expected to impact approximately 155 acres and
require large volumes of soil corrections. Grading will include approximately 600,000 cubic yards of
soil. The grading will involve the movement of soil to construct new roads, building residential pads,
and stormwater features.
Table 6. Soil Classifications on the Project Site
Symbol Soil Name % of Project
Site
%
Hydric Hydric Category Farmland Category
Rf Rifle mucky peat 48.3% 100 Hydric Not prime farmland
Ma
Markey muck,
occasionally ponded,
0 to 1 percent slopes
32.3% 100 Hydric Not prime farmland
Iw Isanti fine sandy loam 12.9% 93 Hydric Not prime farmland
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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Symbol Soil Name % of Project
Site
%
Hydric Hydric Category Farmland Category
LnA Lino loamy find sand,
0 to 4 percent slopes 5.7% 5 Non-hydric Farmland of statewide importance
ZmB Zimmerman find sand,
1 to 6 percent slopes 0.8% 2 Non-hydric Not prime farmland
A review of the 2-foot contours of site shows that it is relatively flat, ranging from 896 to 900 feet
above sea level. A network of drainage ditches cross through the site at elevations of 892 to 894 feet
above sea level.
The development of the area will disturb more than one acre of land. Therefore the project will
require a National Pollutant Discharge Elimination System/State Disposal System (NPDES/SDS)
General Permit administered by the Minnesota Pollution Control Agency (MPCA) prior to initiation of
earthwork. In compliance with the General NPDES Permit for construction activities, the project
proponent and construction contractor will implement Best Management Practices (BMPs) to reduce
erosion and sedimentation and stabilize exposed soils after construction. Erosion and sediment
control BMPs related to stormwater runoff are discussed in greater detail within Item 11.b.ii.
NOTE: For silica sand projects, the EAW must include a hydrogeologic investigation assessing the
potential groundwater and surface water effects and geologic conditions that could create an
increased risk of potentially significant effects on groundwater and surface water. Descriptions of
water resources and potential effects from the project in EAW Item 11 must be consistent with the
geology, soils and topography/land forms and potential effects described in EAW Item 10.
11. Water Resources
a. Describe surface water and groundwater features on or near the site in a.i. and a.ii. below.
i. Surface water - lakes, streams, wetlands, intermittent channels, and county/judicial ditches.
Include any special designations such as public waters, trout stream/lake, wildlife lakes, migratory
waterfowl feeding/resting lake, and outstanding resource value water. Include water quality
impairments or special designations listed on the current MPCA 303d Impaired Waters List that
are within 1 mile of the project. Include DNR Public Waters Inventory number(s), if any.
According to the Minnesota Department of Natural Resources (MN DNR) Public Waters Inventory,
there are no public water wetlands, basins or waterways present on the project site and within 1
mile of the site (Appendix A, Figure 9).
The NWI map identified five wetland types within the project site including 1 riverine (R2UBFx),
that corresponds to the public and private ditches on site, and four seasonally flooded/saturated
emergent wetlands (3 PEM1d and 1 PEM1Af). Rice Creek Watershed Map Viewer identifies one
Anoka County ditch, ACD-10-22-32 Main Trunk and Branch 2 (Appendix A, Figure 10).
An on-site field wetland delineation is expected to be conducted in summer 2022. After regulator
review of the wetland delineation, a Notice of Decision (NOD) will be issued.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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The National Hydrography Map (NHD) identifies ditches throughout the property that correspond
with the NWI riverine features identified on site and the Anoka County ditch.
The Minnesota Pollution Control Agency (MPCA) Impaired Waters Map does not identify any
impaired waterways or basins within the project site and within 1 mile of the project site.
ii. Groundwater – aquifers, springs, seeps. Include: 1) depth to groundwater; 2) if project is within a
MDH wellhead protection area; 3) identification of any onsite and/or nearby wells, including
unique numbers and well logs if available. If there are no wells known on site or nearby, explain
the methodology used to determine this.
Groundwater levels vary across the site. In the soil boring testing locations, groundwater ranged
from approximately 5 to 10 feet below the soil surface. However, it should be noted that the
observation periods for the borings were relatively short, and project planning can expect
groundwater levels to fluctuate based on seasonal and annual factors such as flooding, irrigation,
precipitation, freeze/thaw, and surface drainage modifications.
Based on the MN DNR Minnesota Spring Inventory, there are no springs or seeps located within
the project site.
The project site is not located within a MDH wellhead protection area. The project site is within
0.5 mile of the Minnesota correctional facility – Lino Lakes drinking water supply management
area (DWSMA) and within approximately 1.5 mile of the City of Blaine’s (East) DWSMA.
There are two wells located on site. Their unique well numbers are 231862 and 444819
(Appendix A, Figure 11; Appendix B). See Table 6 below for more information on the wells. On
site wells will be sealed in accordance with MDH requirements.
Table 7. Water Wells Located Within the Project Site
Well No. Surface
Elevation (ft) Use Depth (ft) Cased Depth (ft)
Depth to
Static Water
Level (ft)
Aquifer Within Project
Site?
231862 900 N/A 720 196 N/A Multiple Yes
444819 899 Domestic 200 185 45 Jordan Yes
* Data was taken from the MDH’s Well Index (https://mnwellindex.web.health.state.mn.us/)
b. Describe effects from project activities on water resources and measures to minimize or mitigate the
effects in Item b.i. through Item b.iv. below.
i. Wastewater - For each of the following, describe the sources, quantities and composition of all
sanitary, municipal/domestic and industrial wastewater produced or treated at the site.
1) If the wastewater discharge is to a publicly owned treatment facility, identify any
pretreatment measures and the ability of the facility to handle the added water and waste
loadings, including any effects on, or required expansion of, municipal wastewater
infrastructure.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
PAGE 12
The project is expected to produce domestic wastewater that is typical of a residential
development. In the City of Lino Lake’s Comprehensive Plan, the City forecasts the future
trunk sewers and lift station’s necessary to accommodate the future growth within the City.
These forecasts are broken out by sewer planning district and this project site is located
within Sewer District 2. The project will connect to an existing sanitary sewer line located on
Robinson Drive and extend an existing 15” sanitary sewer north through the site and an
existing 10” sanitary sewer east through the site. There will be several 8” internal sanitary
sewers extending throughout the project site that connect and flow to the main trunk sewer.
City Lift Station No. 10 is located downstream of the proposed development. It has a firm
capacity of 400 gallons per minute (gpm) and an existing residual capacity of 317 gpm. This
lift station is projected to require upsizing prior to full development of the project site.
Wastewater will flow through City gravity pipes, lift stations, and force main pipes that will
eventually flow to the Metropolitan Council Environmental Services (MCES) Interceptor 8361,
located on North Road on the Lino Lakes/Circle Pines boundary. The MCES pipe system and
treatment facility was designed with capacity for residential development in this area.
The MCES Interceptor 8361 eventually flows to the Metropolitan Wastewater Treatment
Plant (MWWTP) in St. Paul. This wastewater plant is located approximately three miles south
of downtown St. Paul near Pig’s Eye Lake on the Mississippi River. The MWWTP has a
capacity to treat 314 million gallons of wastewater per day (MGD) and receives 159 MGD as
of February 2022. Metropolitan Council’s 2040 Water Resources Policy Plan includes a
specific plan to serve the region’s projected growth through and beyond 2040.
In the MPCA’s future wastewater infrastructure needs report from 2020, it identified that the
average residential wastewater production is 167 gallons per day (MPCA, 2020). Therefore, it
is possible that the development could generate approximately 93,019 gallons of wastewater
per day for the PUD concept plan and 118,069 gallons of wastewater per day for the yield
plan.
Additional wastewater coming from the proposed project has been planned for and is not
expected to require the expansion of wastewater treatment infrastructure and will not raise
any wastewater treatment capacity concerns.
2) If the wastewater discharge is to a subsurface sewage treatment systems (SSTS), describe the
system used, the design flow, and suitability of site conditions for such a system. N/A
3) If the wastewater discharge is to surface water, identify the wastewater treatment methods
and identify discharge points and proposed effluent limitations to mitigate impacts. Discuss
any effects to surface or groundwater from wastewater discharges. N/A
ii. Stormwater – Describe the quantity and quality of stormwater runoff at the site prior to and post
construction. Include the routes and receiving water bodies for runoff from the site (major
downstream water bodies as well as the immediate receiving waters). Discuss any environmental
effects from stormwater discharges. Describe stormwater pollution prevention plans including
temporary and permanent runoff controls and potential BMP site locations to manage or treat
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
PAGE 13
stormwater runoff. Identify specific erosion control, sedimentation control or stabilization
measures to address soil limitations during and after project construction.
Pre-Construction Site Runoff
The existing runoff from the project site likely contains sediments, pesticides, fertilizers, and other
nutrients from the existing agriculture land. The site drains to the system of public and private
ditches that exist across the property.
Post-Construction Site Runoff
The land use on the project site will change from agricultural to residential use. The estimated
impervious surface for the PUD concept plan is 50 acres and the estimated impervious surface for
the yield plan is 62 acres. All impervious surfaces will be mitigated through required stormwater
treatment.
During construction, there will likely be an increase in runoff from suspended solids, heavy metals,
and oil/grease. After construction, the runoff from the residential site will be typical of suburban
development with the increase in impervious surfaces and maintained lawn/landscape areas. It is
anticipated that the proposed constructed stormwater management system will aide in limiting
the increase in runoff volume and associated pollutant transport. The stormwater basins proposed
on site will be constructed at logical discharge points of the site to provide temporary treatment,
prior to construction stormwater leaving the site. Infiltration is not feasible on the site due to the
site’s high water table; therefore, other stormwater ponding methods will be used to meet the
stormwater requirements of the site. Large stormwater basin features will be provided for
floodplain mitigation.
Stormwater runoff quality and quantity will be designed to meet the requirements of the City of
Lino Lakes, Rice Creek Watershed District, and MPCA National Pollutant Discharge and State
Disposal System (NPDES/SDS).
Stormwater and Erosion Control BMPs
Prior to construction, the project proponent will be required to submit an application to the MPCA
for coverage under the NPDES/SDS General Permit since the project will involve the disturbance of
more than one acre of land. In addition, the City of Lino Lakes and Rice Creek Watershed District
will review and accept these plans prior to the start of construction. Best management practices
(BMPs) will be installed prior to and maintained throughout construction to reduce erosion and
sediment loading into stormwater runoff. This will ensure that potential adverse effects from
construction-related sediment and erosion will be reduced in the surrounding area. To confirm
that the BMPs are effectively reducing erosion and sediment loading, the BMPs will be inspected
once a week or within 24 hours after each rainfall event that exceeds 0.5 inches. Some of the main
BMPs that will be implemented on the construction site include:
• Installation of silt fence and other perimeter controls prior to initiation of earthwork and
maintenance of these controls until ground cover has been established on exposed areas.
• Construction of temporary sediment basins in areas proposed for stormwater ponds. The
development of these basins for permanent use will follow construction.
• Periodic street cleaning and installation of a rock construction entrance to reduce tracking of
dirt onto public streets.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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• Stabilization of exposed soils within the time limits specified in the General NPDES permit
• Inlet protection around any stormwater inlets on site
• Energy dissipation, such as riprap, installed at storm sewer outfalls
• Use of cover crops, native seed mixes, sod, and landscaping to stabilize exposed surface soils
after final grading.
A complete list of BMPs will be described in the Storm Water Pollution Prevention Plan (SWPPP)
prepared for this project.
iii. Water appropriation – Describe if the project proposes to appropriate surface or groundwater
(including dewatering). Describe the source, quantity, duration, use and purpose of the water use
and if a DNR water appropriation permit is required. Describe any well abandonment. If
connecting to an existing municipal water supply, identify the wells to be used as a water source
and any effects on, or required expansion of, municipal water infrastructure. Discuss
environmental effects from water appropriation, including an assessment of the water resources
available for appropriation. Identify any measures to avoid, minimize, or mitigate environmental
effects from the water appropriation.
Water Appropriation
The City of Lino Lakes anticipates that the municipal water supply system will be able to meet the
projected demand without expanding its current MN DNR water appropriation permit (#1985-
6168).
Temporary groundwater appropriation may be necessary during construction for mass grading
and to install utilities. Temporary construction dewatering greater than 10,000 gallons per day or
1 million gallons per year and less than 50 million gallons per year will require authorization under
DNR General Permit 1997-0005.
Well Abandonment
As mentioned in Section 11.a.ii., the Minnesota County Well Index indicated that there are two
wells located on the northern parcel near the two existing residence. Both wells will be sealed and
removed using the MDH regulations prior to development in the area in order to mitigate for
potential groundwater contamination.
Connection to Existing Municipal Water Supply
The City of Lino Lakes has constructed a 12” trunk watermain that is located at the southwest
corner of the development in Robinson Drive. The trunk watermain extension included in this
project will provide domestic water service for the proposed development and future
developments in the area.
Water for the project will be supplied by the City of Lino Lake’s public water supply system which
consists of six active MN DNR permitted groundwater production wells, three elevated storage
tanks, a booster station, and a system of trunk and lateral watermains ranging in diameter from 6
to 16 inches. The city does not treat its water at a central treatment facility and instead provides
chemical addition at each well to disinfect, prevent tooth decay, and control iron and manganese
precipitation. The water in the six wells is pumped from the Jordan Sandstone Aquifer and meets
all health requirements. No surface water supply is currently available (City of Lino Lakes, 2020).
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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Lino Lakes residential water demand from 2016 to 2020 was 65 gallons per person per day of
water. Based on a three person household, it is estimated that the PUD Concept Plan will use
approximately 108,615 gallons per day of water and the Yield Plan will use approximately 137,865
gallons per day of water.
Measures to avoid, minimize, or mitigate environmental effects of groundwater consumption
include many approaches that will result in a reduction of overall water demand. These include
utilization of smart irrigation technology, water conservation, water use efficiency improvements,
limitations on irrigation, stormwater reuse for irrigation, low water use landscaping, and use of
low flow fixtures.
iv. Surface Waters
1) Wetlands - Describe any anticipated physical effects or alterations to wetland features such as
draining, filling, permanent inundation, dredging and vegetative removal. Discuss direct and
indirect environmental effects from physical modification of wetlands, including the
anticipated effects that any proposed wetland alterations may have to the host watershed.
Identify measures to avoid (e.g., available alternatives that were considered), minimize, or
mitigate environmental effects to wetlands. Discuss whether any required compensatory
wetland mitigation for unavoidable wetland impacts will occur in the same minor or major
watershed, and identify those probable locations.
An on-site field wetland delineation has not been completed at this time, but will occur
during the summer of 2022.
Any wetlands identified within the project site are regulated at the state level by the Wetland
Conservation Act (WCA) which is administered by the Minnesota Board of Water and Soil
Resources (BWSR). Rice Creek Watershed District is the WCA Local Government Unit (LGU)
where the project site is located. At the federal level, wetlands are regulated under Section
401/404 of the Federal Clean Water Act (CWA) that is administered by the MPCA (Section
401 Certification) and the U.S. Army Corps of Engineers (Section 404 Permit). There are no
MN DNR public waters, public water wetlands, or public watercourses within the project.
Thus, an MN DNR public waters permit will not be necessary for this project site.
Potential Impacts to Wetlands on Site
Based on the potential PUD and yield concept plans, it is possible that permanent wetland fill
could occur on site. The permanent wetland fill could potentially be eight acres in size;
however, this estimate is only based on desktop mapping from the Minnesota National
Wetland Inventory and is subject to change based on the wetland delineation that is still in
progress and needs to be approved. Based on the results of the field wetland delineation, the
concept plan may need to be altered to avoid and minimize wetland impact where feasible.
An Approved Jurisdictional Determination (AJD) will likely be obtained, if necessary, from the
Army Corps of Engineers once the delineation is finalized and impacts are known on site.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
PAGE 16
Components of Wetland Replacement Plan
The project proponent will be required to submit a wetland replacement plan for
approval under WCA and potentially under the CWA if there are impacts to jurisdictional
features on site. In the replacement plan, the project proponent will need to
demonstrate compliance with the WCA sequencing process by evaluating site design
alternatives and avoiding and minimizing impacts on wetlands. In addition, the project
proponent will also be required to implement BMPs or other management practices that
help reduce and eliminate wetland impacts over time. Wetland impacts will be avoided,
minimized, and mitigated by:
• Avoiding delineated jurisdictional water resources where feasible
• Aligning roadways to avoid wetlands wherever practicable
• Setting the residential units back from the wetlands and water resources where
practicable
• Implementing sedimentation and water quality protection BMPs to reduce and
eliminate secondary wetland impacts over time
• Treating stormwater from impervious surfaces to remove sediment and nutrients
prior to discharging into wetlands
• Defining upland buffers adjacent to wetlands, seeding disturbed buffers with
native vegetation, and making wetland buffers with monuments to protect
wetlands in compliance with the City of Lino Lake’s Ordinance.
• Provide compensatory wetland mitigation to offset unavoidable wetland impacts
and replace wetland function.
Compensatory Wetland Mitigation
Compensatory wetland mitigation for unavoidable wetland impacts will occur by
purchasing available wetland credits from approved wetland banks. The Rice Creek
Watershed District mitigation requirements, outlined in Rule F: Wetland Alteration, will
be followed to determine the appropriate wetland replacement ratio for the site and to
identify the appropriate wetland bank to purchase wetland credits from. The wetland
bank identified will be dependent on available credit balances when the wetland
replacement plan is finalized.
Wetland Buffers
Wetlands that will be preserved on site will need to comply with Rice Creek Watershed
District’s wetland buffer requirements as outlined in Rule F: Wetland Alteration.
Physical Effect
2) Other surface waters- Describe any anticipated physical effects or alterations to surface water
features (lakes, streams, ponds, intermittent channels, county/judicial ditches) such as
draining, filling, permanent inundation, dredging, diking, stream diversion, impoundment,
aquatic plant removal and riparian alteration. Discuss direct and indirect environmental
effects from physical modification of water features. Identify measures to avoid, minimize, or
mitigate environmental effects to surface water features, including in-water Best
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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Management Practices that are proposed to avoid or minimize turbidity/sedimentation while
physically altering the water features. Discuss how the project will change the number or type
of watercraft on any water body, including current and projected watercraft usage.
There is one public Anoka County ditches, ACD-10-22-32 Main Trunk and Branch 2, and
private ditches on the project site. The field wetland delineation, that will be completed in
the summer 2022, will identify these areas in the report.
The project site is mapped within the 100 year FEMA floodplain area which corresponds with
the Rice Creek Watershed floodplain area (Appendix A, Figure 7). See Item 8 for the list of
approvals related to floodplain alteration.
12. Contamination/Hazardous Materials/Wastes
a. Pre-project site conditions - Describe existing contamination or potential environmental hazards on or
in close proximity to the project site such as soil or ground water contamination, abandoned dumps,
closed landfills, existing or abandoned storage tanks, and hazardous liquid or gas pipelines. Discuss
any potential environmental effects from pre-project site conditions that would be caused or
exacerbated by project construction and operation. Identify measures to avoid, minimize or mitigate
adverse effects from existing contamination or potential environmental hazards. Include development
of a Contingency Plan or Response Action Plan.
The MPCA’s “What’s in my Neighborhood” (WIMN) search indicated there is 1 brownfield
determination on the project site and one petroleum tank release to the immediate north. Braun
Intertec conducted the following investigations on the site:
• Environmental Sampling Report, December 22, 2016
• Phase II Environmental Assessment, January 11, 2019
• Level 1 Assessment, March 12, 2020
• Environmental Excavation Report, March 12, 2020
• Phase 1 Environmental Site Assessment, March 8, 2022.
The MPCA issued a no action letter on May 27, 2020. In the letter, they stated that the extent and
magnitude of the release(s) have been defined, and the identified contamination does not pose a risk
to human health or the environment at this time. They also stated that future development of the
site should assume that petroleum contamination is present, and the MPCA should be notified if any
is encountered during future work (MPCA Site ID BF0001475). The project proposer will develop a
plan to remove petroleum contamination prior to the development of the site.
The tank release to the immediate north (across CSAH 14) was closed by the MPCA. In their
Petroleum Tank Release Site File Closure letter, dated September 19, 2008, they also state that future
development in the area should assume that petroleum contamination may still be present (MPCA
Site ID LEAK00016576).
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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An asbestos and regulated materials (ARM) assessment will be completed prior to the demolition of
the farmstead and an a 10-day demolition notification will be made to the MPCA/MDH if asbestos
containing material (ACM) is identified during the ARM assessment. If ACM and/or other regulated
solid waste is identified during the ARM assessment requiring removal, generated solid waste will be
disposed of at an MPCA permitted landfill.
In addition to the brownfield and tank release identified, there are 10 sites within 0.5 miles of the
proposed project site as shown in the MPCA's database (Appendix A, Figure 12; Table 7). Six are
construction stormwater permits associated with residential development or drainage improvement,
and four are associated with petroleum tanks, hazardous waste, and underground tanks. Information
on the MPCA’s website indicates that these sites have been properly investigated and managed.
Therefore, these sites are not expected to adversely affect the project site.
The Minnesota Department of Agriculture’s (MDA) What’s in My Neighborhood database indicates
that there are no sites within 0.5 miles of the project site.
Table 8. What’s in My Neighborhood Sites within 0.5 Miles of the Project Site
Site ID Type Name Status Within Project Site
107252
Aboveground tanks,
underground tanks,
brownfields*
Robinson Landscaping Active, Inactive* Yes
226150 Construction stormwater Century Farm North 7th Active No, within 0.5 miles
157490 Construction stormwater Morell Borrow Pit Active No, within 0.5 miles
212682 Construction stormwater Century Farm North 6th Addition Active No, within 0.5 miles
141380 Construction stormwater Anoka County Ditch 10-22-32
Maintenance 3 Inactive No, within 0.5 miles
191075 Petroleum remediation,
leak site Caroll Busch Residence Inactive No, within 0.5 miles
107177 Underground tanks Goldade Richard J Inactive No, within 0.5 miles
21238
Hazardous waste
generator, minimal
quantity, petroleum
remediation*, leak site*
A & L Sod Inc Active, Inactive* No, within 0.5 miles
224787 Construction stormwater Level Street NE Improvement
project Inactive No, within 0.5 miles
228696 Construction stormwater CSAH 14 from Lexington to Opal
Street Active No, within 0.5 miles
139362 Hazardous waste Blaine House Demo Inactive No, within 0.5 miles
Source: MPCA’s “What’s in My Neighborhood” Database
https://pca-gis02.pca.state.mn.us/wimn2/index.html
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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a. Project related generation/storage of solid wastes - Describe solid wastes generated/stored during
construction and/or operation of the project. Indicate method of disposal. Discuss potential
environmental effects from solid waste handling, storage and disposal. Identify measures to avoid,
minimize or mitigate adverse effects from the generation/storage of solid waste including source
reduction and recycling.
The proposed project is a residential subdivision. Waste material and debris associated with
construction will be contained on site and disposed of in a manner consistent with the City of Lino
Lakes Ordinances. Once constructed, the project should only generate municipal solid waste and
household hazardous waste.
The 2018 Anoka County Solid Waste Management Master Plan estimated each person generates 1.16
tons of municipal solid waste annually. The following analysis provides a calculation based on the
range of units as established in the site plan:
PUD Concept Plan (557 Units):
Yield Plan (707 Units):
Land Use Residential
Units
Rate
(tons/person/yr)
Persons per
household
Total
(tons/yr)
Low, Medium, High
Density Residential 707 1.16 2.87 2,354
*Based on Met Council and 2020 Census
Residents will contract individually for solid waste management and recycling services through one of
the city’s licensed haulers. Anoka County provides free recycling and disposal of hazardous wastes at
the Household Hazardous Waste Facility located in the nearby city of Blaine.
b. Project related use/storage of hazardous materials - Describe chemicals/hazardous materials
used/stored during construction and/or operation of the project including method of storage. Indicate
the number, location and size of any above or below ground tanks to store petroleum or other
materials. Discuss potential environmental effects from accidental spill or release of hazardous
materials. Identify measures to avoid, minimize or mitigate adverse effects from the use/storage of
chemicals/hazardous materials including source reduction and recycling. Include development of a
spill prevention plan.
During construction, the project will follow the NPDES permit requirements and city ordinances to
avoid and minimize effects from the use or storage of hazardous materials/chemicals. Refueling of
construction equipment will be in contained areas with drip pans. The contractor will be required to
clean up spills and report them immediately as required by Minnesota law/NPDES permit. The
contractor will also contain any washout operations (including concrete, paint, etc.) The containment
area will be posted with signs and inspected so that it does not generate any contaminated runoff.
Land Use Residential
Units
Rate
(tons/person/yr)
Persons per
household
Total
(tons/yr)
Low, Medium, High
Density Residential 557 1.16 2.87 1,854
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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c. Project related generation/storage of hazardous wastes - Describe hazardous wastes
generated/stored during construction and/or operation of the project. Indicate method of disposal.
Discuss potential environmental effects from hazardous waste handling, storage, and disposal.
Identify measures to avoid, minimize or mitigate adverse effects from the generation/storage of
hazardous waste including source reduction and recycling.
During construction, the project will follow the NPDES permit requirements and city ordinances to
avoid and minimize effects from the storage of hazardous waste. Generation of small quantities of
household hazardous waste will occur when residents are living on the property. Anoka County
provides free recycling and disposal of hazardous wastes at the Household Hazardous Waste Facility
located in the nearby city of Blaine.
13. Fish, Wildlife, Plant Communities, and Sensitive
Ecological Resources (Rare Features)
a. Describe fish and wildlife resources as well as habitats and vegetation on or in near the site.
The habitats and vegetation present on site primarily consist of agriculture. Parcel 1 of the project
site also consists of landscaped lawn and mature deciduous trees around the existing residential
property.
Based on desktop analysis, there are private and public ditches that run throughout the property.
Additionally, there are potentially farmed wetland features present on site. Therefore, there is
potential habitat available for fish species on the project site.
Due to the disturbed nature of the project site, common wildlife species adapted to agriculture and
suburban environments, such as white-tailed deer, songbirds, and small mammals (squirrels, rabbits,
raccoons), are likely to occur within the project site.
b. Describe rare features such as state-listed (endangered, threatened or special concern) species, native
plant communities, Minnesota County Biological Survey Sites of Biodiversity Significance, and other
sensitive ecological resources on or within close proximity to the site. Provide the license agreement
number (LA-____) and/or correspondence number (ERDB _____________) from which the data were
obtained and attach the Natural Heritage letter from the DNR. Indicate if any additional habitat or
species survey work has been conducted within the site and describe the results.
State
The MN DNR NHIS database was queried (License agreement # 181676) to determine whether known
locations of rare plant, animal species, or other significant natural features are known to occur within
an approximate one-mile radius of the project site. A MN DNR NHIS concurrence request letter was
sent to the MN DNR to concur with the findings of the NHIS database query. The MN DNR issued
their NHIS review letter in May 2022 and their findings are described in Appendix C.
The NHIS review identified eight vegetation species and one reptile species occurring within one mile
of the site. There are no state listed species within the project site. These species include:
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Table 9. State Rare Wildlife and Plant Species Within 0.5 Miles of the Project Site
Common Name Scientific Name MN
Status1,2 Habitat2
Vegetation
A bristle-berry Rubus fulleri T Shallow wetlands on sandplains
Autumn fimbry Fimbristylis autumnalis SS Sedge meadows on Anoka Sandplain
Black huckleberry Gaylussacia baccata T
Well-drained and sandy soil or dry
sandstone outcrops in fire-dependent
forests
Cross-leaved mulkwort Polygala cruciata E Sedge meadows on Anoka Sandplain
Lance-leaf violet Viola lanceolata var.
lanceolata T Low, moist meadows, moist swales in sand dunes and savannas, occasionally
sandy lakeshores
Swamp blackberry Rubus semisetosus T
Moist sand along margins of
groundwater-fed swales or marshes
that are grass or sedge dominated
habitats. In Anoka Sandplain
Toothcup Rotala ramosior T Sandy margins of small ponds and lakes in
the Anoka Sandplain
Twisted yellow-eyed grass Xyris torta E Peatlands, floating mats, bogs, and fens
Reptile
Blanding’s turtle Emydoidea blandingii T
Shallow, slow-moving waters with
abundant vegetation, such as grassy
marshes, mesic prairies, slow-moving
rivers, and shallow lakes and ponds
1MN Status Abbreviations: E = endangered; T = threatened; SS = special concern
2MN Status and Habitat found here: https://www.dnr.state.mn.us/rsg/index.html
Federal
The U.S. Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC) online
tool was used to obtain information on federally listed threatened and endangered species in the
project site (USFWS, 2022a) (Appendix D). One federally listed species is expected to occur on or near
the project site within the project site. This includes the threatened northern long-eared bat (Myotis
septentrionalis). In addition, the monarch butterfly (Danaus plexippus), a candidate for the
Endangered Species Act (ESA), is listed to occur on or near the project site. In addition, no critical
habitats are listed to occur throughout the project site.
Northern long-eared bat: The northern long-eared bat hibernates in caves and mines during the
winter and spends the summer roosting in cavities and crevices of both live trees and snags (dead
trees). At dusk, the bats usually fly through the understory of forested areas and feed on a variety of
insect species (USFWS, 2022b). As of June 2021, MN DNR does not show documented maternity
roost trees or hibernacula entrances of northern long-eared bats occurring within the project or
within the immediate project vicinity. There is an identified hibernaculum near the Mississippi River
in South St. Paul (MN DNR & USFWS, 2021).
Monarch butterfly: The monarch butterfly prefers field and park habitat where milkweed and native
plants are common. This is a common insect in Minnesota that is seen throughout the summer (MN
DNR 2022).
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In addition to IPaC, the USFWS Rusty Patched Bumble Bee Map indicates that the project site falls
within the Low Potential Zone. The low potential zones are those where the bumble bee will not
likely be present and the high potential zones are the areas the bumble bee will likely be present
(USFWS, 2022c). The rusty patched bumble bee, a federally endangered bee, occupies grasslands and
tallgrass prairie areas and feeds on a variety of flowering plants throughout the spring to fall until it
goes into hibernation in the winter (USFWS, 2017).
Table 10. Federal Rare Wildlife and Plant Species Within the Project Site
Common Name Scientific Name Status Key Habitats Potential Suitable Habitat2 Federal1 State
Mammals
Northern long-
eared bat
Myotis
septentrionalis LT Special Concern
Forests during spring and
summer, caves and mines
during winter
P (roost trees)
Insects
Monarch
butterfly
Danaus
plexippus C Watchlist
Fields and parks where
milkweed and native
plants are common
N
Rusty patched
bumble bee Bombus affinis E Special Concern Grasslands and tallgrass
prairie, flowering plants N
1 Federal Status Codes: LT = Listed Threatened; C = Candidate f
2Habitat Codes: N = No, no records of species within study area and no suitable habitat is present
c. Discuss how the identified fish, wildlife, plant communities, rare features and ecosystems may be
affected by the project. Include a discussion on introduction and spread of invasive species from the
project construction and operation. Separately discuss effects to known threatened and endangered
species.
The project is expected to convert approximately 140 acres of sod farm, including existing sod farm
operation buildings, into a residential development. The residential development will include new
public roads, homes, stormwater basins, and maintained lawns/landscaping.
During construction of the site, mobile wildlife present on the project site will likely disperse to
adjacent and/or similar habitats. However, less mobile species may likely experience more adverse
effects from construction. Once construction is completed, the project will likely displace those
wildlife species dependent on agricultural cropland for habitat.
Additionally, the development is not expected to have substantial effect on rare state and federally
listed species and sensitive natural environments.
• Based on the habitat descriptions for the state listed rare plants and animals within 1 mile of
the project site, it is unlikely that this site provides suitable habitat for these species to
become established and exist on site. The site undergoes routine disturbance to vegetation
and soil due to the sod farming practices, the hydrology is manipulated through private and
public drainage systems, and any potential wetlands present on site have been farmed.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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• The project is not likely to adversely affect the northern long-eared bat (NLEB) because there
are no known maternity roosts or hibernacula of this species on the project site and within
the project vicinity (MN DNR & USFWS, 2021). There are less than 10 tree species on site and
they are concentrated by the sod farm office space. Tree clearing is not expected to
substantially impact NLEB’s roosting, breeding, and feeding given the limited amount of
available existing trees on site. Construction will be mindful of the tree clearing exclusion
dates and to the extent possible, clear trees between October and April. This will reduce the
risk of impacting migratory songbirds and roosting bats, if they are potentially in the small
cluster of trees present by the existing sod farm office space.
• The project site is not known to contain highly suitable habitat for the monarch butterfly and
the rusty patched bumble bee. The vegetation habitat available on site is dominantly by sod
and not flowering plants that would attract the monarch butterfly and rusty patched bumble
bee. The residential development of the site will likely improve pollinator habit by increasing
native plant diversity through landscapes buffers and reducing pesticide use.
BMPs consisting of erosion control measures, listed under Item 11.b.ii., will be installed on the
project site prior to construction to control invasive species and weeds to the extent practicable.
Since the project site is in sod farm production, the site has been manipulated to reduce weedy and
invasive species. After construction and grading are complete, the exposed soil will be planted with
turf grass (for residential units) or approved, native seed mixes designed to establish desirable
vegetation in order to mitigate the risk of invasive species.
d. Identify measures that will be taken to avoid, minimize, or mitigate adverse effects to fish, wildlife,
plant communities, and sensitive ecological resources.
As part of the development, the creation of stormwater basins, lawn/landscaping, and trees will
greatly improve the existing conditions of the project site. The proposed improvements will increase
habitat for fish, wildlife, and plant communities on-site that did not exist before.
Any slopes requiring semi-permanent reinforced netting will use non-plastic biodegradable fabric or
rectangular shapes to mitigate impacts to wildlife.
14. Historic Properties
Describe any historic structures, archeological sites, and/or traditional cultural properties on or in close
proximity to the site. Include: 1) historic designations, 2) known artifact areas, and 3) architectural
features. Attach letter received from the State Historic Preservation Office (SHPO). Discuss any anticipated
effects to historic properties during project construction and operation. Identify measures that will be
taken to avoid, minimize, or mitigate adverse effects to historic properties.
A data request was submitted to the Minnesota State Historic Preservation Office (SHPO) to
determine if there were any historical or archaeological sites identified on site. The SHPO responded
stating that there are no known historical or archaeological records for the project site. See Appendix
E for the SHPO correspondence.
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15. Visual
a. Describe any scenic views or vistas on or near the project site. Describe any project related visual
effects such as vapor plumes or glare from intense lights. Discuss the potential visual effects from the
project. Identify any measures to avoid, minimize, or mitigate visual effects.
The existing views from the site include agriculture, residential development, wetlands, open field,
and forested areas.
This project will not create any unusual visual impacts. The visual effect will transition views from
predominately open flat agriculture land to single family homes and townhomes, public access roads,
and stormwater basins. The project will not include intense lighting that will cause glare and the
residential developments will not produce vapor plumes. The outdoor lighting along the streets will
be strategically placed to benefit the residents as they navigate the development and will not direct
any light towards sensitive areas.
Landscape plantings will be included in the development per the City of Lino Lakes landscape
ordinance. This will include tree and shrubs plantings along portions of the site’s perimeter. The
landscape plantings will help soften the visual transition between the open space and residential
developments adjacent to the site.
16. Air
a. Stationary source emissions - Describe the type, sources, quantities and compositions of any emissions
from stationary sources such as boilers or exhaust stacks. Include any hazardous air pollutants, criteria
pollutants, and any greenhouse gases. Discuss effects to air quality including any sensitive receptors,
human health or applicable regulatory criteria. Include a discussion of any methods used assess the
project’s effect on air quality and the results of that assessment. Identify pollution control equipment
and other measures that will be taken to avoid, minimize, or mitigate adverse effects from stationary
source emissions.
The proposed residential subdivision will generate small sources of stationary source emissions
through home heating and cooling through natural gas and electricity. This will result in direct and
indirect sources of stationary greenhouse gas emissions (GHG) at a small quantity. Emissions are
expected to be similar to those of the single-family and multi-family residential units adjacent to the
site.
The Minnesota Environmental Quality Board (EQB) is currently working on a pilot program to
understand how to integrate GHG quantification and assessment into the Environmental Review
documents. However, the requirements and methods are not required for the document yet. Thus,
the GHG for this document will be qualitative.
The primary GHG’s are carbon dioxide (CO2), nitrous oxide (N20), methane (CH4), sulfur hexafluoride
(SF6), and two classes of compounds called hydrofluorocarbons (HFCs) and perfluorocarbons (PFCs).
Carbon dioxide is the most abundant GHG and has the largest effect on the climate. Emissions are
reported as carbon dioxide equivalent (CO2-e) tons and are stated in terms that reflect their global
warming potential (GWP) (MPCA, 2021).
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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GHGs emissions for the project are expected to come from:
• Fossil fuels and natural gas used to generate electricity used during construction and operation of
the project site and to heat residential home and residential water.
• Vehicle and air transportation related to project construction and operation
• Refrigeration and air conditioning in each residential home
• Transport and treatment of solid waste and wastewater
GMG emissions from the project are not expected to cause potential significant environmental
effects. The project requires this mandatory EAW due to the surpassing the residential development
unit threshold.
GHG mitigation measures may be incorporated into the project design and may include:
• Smart irrigation to reduce outdoor water use
• Energy efficient light and building materials to reduce electricity use
• Plant no-mow fescue mixed or native prairie/pollinator gardens to decreased mowing and
increase carbon sequestration in common areas around residential units.
b. Vehicle emissions - Describe the effect of the project’s traffic generation on air emissions. Discuss the
project’s vehicle-related emissions effect on air quality. Identify measures (e.g. traffic operational
improvements, diesel idling minimization plan) that will be taken to minimize or mitigate vehicle-
related emissions.
The proposed residential subdivision will generate a small increase in carbon monoxide levels
associated with an increase in residential passenger vehicle trips. The project does not require an
indirect source permit. No baseline air quality monitoring or modeling is proposed and no measures
to mitigate for the increase in vehicle related emissions are being considered.
c. Dust and odors - Describe sources, characteristics, duration, quantities, and intensity of dust and odors
generated during project construction and operation. (Fugitive dust may be discussed under item
16a). Discuss the effect of dust and odors in the vicinity of the project including nearby sensitive
receptors and quality of life. Identify measures that will be taken to minimize or mitigate the effects of
dust and odors.
Dust will be generated during the construction process on the site. The contractors will be required
to control dust by using watering trucks. The adjacent residential parcels and air park to the south will
be the nearest receptors of the dust. Mitigation of the short-term dust and odors impacts will be
managed through proper coordination and construction planning.
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17. Noise
Describe sources, characteristics, duration, quantities, and intensity of noise generated during project
construction and operation. Discuss the effect of noise in the vicinity of the project including 1) existing
noise levels/sources in the area, 2) nearby sensitive receptors, 3) conformance to state noise standards,
and 4) quality of life. Identify measures that will be taken to minimize or mitigate the effects of noise.
The existing noise levels and sources in the area are those typical of residential development and
agriculture farming. The nearest noise receptors to the site are single family residential homes and a
sod farm. The nearest noise receptors will experience noise levels during construction that are
elevated in comparison to existing noise levels. Grading and excavation activities on site will require
heavy construction equipment.
Noise levels will temporarily increase during construction of the site then return to existing levels
during operation consistent with the zoned residential purpose of the property. Noise levels on site
will vary depending on where construction is occurring on site, time of operation, and distance
between receptors and construction equipment.
Construction noise can be mitigated by restricting construction work to daytime hours. Contractors
will be required to minimize noise impacts by maintaining equipment properly, including noise
controls as specified by manufactures. The project will adhere to the City of Lino Lake’s noise rules
and standards that indicates noise should occur within specified levels depending on land use and
time of day.
After construction, noise levels are expected to be at or near existing levels. Noise associated with
the project will be related to residential vehicle noise. A combination of berms, landscaping, and
fencing will be used to provide noise mitigation for the adjacent residential developments. Similar to
construction noise, the residential use of the property will adhere to the City’s noise rules and
standards. A noise study will be prepared detailing noise mitigation for the site and submitted with
the preliminary plat submittal for the development.
18. Transportation
a. Describe traffic-related aspects of project construction and operation. Include: 1) existing and
proposed additional parking spaces, 2) estimated total average daily traffic generated, 3) estimated
maximum peak hour traffic generated and time of occurrence, 4) indicate source of trip generation
rates used in the estimates, and 5) availability of transit and/or other alternative transportation
modes.
Alliant completed a Traffic Impact Study for the residential development (See Appendix F). The Traffic
Study analyzes the traffic impacts of the proposed development by estimating trips generated by the
project and evaluating the potential need for transportation or roadway improvements for the
development.
1) The majority of the proposed development site is currently undeveloped agricultural land with
no parking spaces, though one business is present with a limited supply of parking. The proposed
development will consist of approximately 707 residential dwelling units (149 single-family
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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detached homes and 558 townhomes). Assuming two parking spaces per dwelling unit, the
proposed additional parking supply is approximately 1,400 spaces, primarily in the form of
attached garages.
2) The proposed development is expected to generate approximately 5,656 daily vehicle trips
when fully constructed and occupied.
3) The proposed development is expected to generate approximately 476 vehicle trips during the
daily peak hour when fully constructed and occupied. The daily peak hour is the p.m. peak hour,
which is expected to occur at some point within the 4:00-6:00 p.m. timeframe.
4) The Institute of Transportation Engineers Trip Generation Manual, 11th Edition, was used to
estimate the trip generation potential for the proposed development.
5) Currently, the project area is not served by scheduled transit routes. Metro Mobility and
Transit Link are shared-ride, curb-to-curb minibus or van services which do serve the project
area. Weekday express bus service to downtown Minneapolis and the University of Minnesota
campus currently originates from the 95th Avenue park-and-ride along I-35W in nearby Blaine.
Weekday express bus service is also available to downtown Saint Paul and currently originates
from the County Road 14 park-and-ride in eastern Lino Lakes. While these transit services will be
available to future residents of the proposed development, they are not expected to have a
significant impact on vehicular ingress and egress at the development site.
Connections to sidewalks and trails are available through the adjacent Century Farm North
residential neighborhood. Continued growth of the residential sidewalk and trail network will also
occur within the proposed development. Trails will be extended through the west and southeast
portions of the proposed development as well as along Robinson Drive and Century Trail. A
future trail is planned along Main Street.
b. Discuss the effect on traffic congestion on affected roads and describe any traffic improvements
necessary. The analysis must discuss the project’s impact on the regional transportation system. If the
peak hour traffic generated exceeds 250 vehicles or the total daily trips exceeds 2,500, a traffic impact
study must be prepared as part of the EAW. Use the format and procedures described in the
Minnesota Department of Transportation’s Access Management Manual, Chapter 5 (available at:
http://www.dot.state.mn.us/accessmanagement/resources.html) or a similar local guidance.
The anticipated vehicular trip generation for the proposed development exceeds 250 peak hour
trips and 2,500 daily trips. Therefore, a traffic impact study was prepared for the proposed
development.
• The Robinson Property residential development is proposed to be constructed on approximately
157 acres of agricultural land located in the southeast quadrant of the Main Street/Sunset
Avenue intersection in Lino Lakes, MN. The traffic impacts of proposed development trips on
surrounding study intersections were analyzed for year 2025 and year 2040 conditions. The
following conclusions are offered for consideration:
• Results of the existing traffic operations analysis indicate that all study intersections
currently operate at overall LOS A during the weekday a.m. and p.m. peak hours. In
addition, no side-street delay or queuing issues were observed in the field or traffic
simulations.
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• Results of the year 2025 and year 2040 no build traffic operations analysis indicate that
all study intersections are expected to operate at overall LOS A during the weekday a.m.
and p.m. peak hours. In addition, no side-street delay or queuing issues were observed in
traffic simulations.
• Results of the year 2025 and year 2040 build traffic operations analysis indicate that all
study intersections are expected to operate at overall LOS B or better during the
weekday a.m. and p.m. peak hours. In addition, no side-street delay or queuing issues
were observed in traffic simulations.
• The proposed development is expected to have limited impact on study area traffic
operations or the regional transportation system. Therefore, no geometric or traffic
control improvements are required from an operations perspective.
c. Identify measures that will be taken to minimize or mitigate project related transportation effects.
While roadway improvements are not required from a traffic operations or regional
transportation system perspective, the following recommendations should be considered:
• Dedicated eastbound right-turn and westbound left-turn lanes are proposed at the Main
Street/North Access (Century Trail) intersection. A dedicated northbound right-turn lane
is proposed at the Sunset Avenue/West Access intersection. A dedicated southbound
left-turn lane is proposed at the Sunset Avenue/Robinson Drive intersection. While these
turn lanes are not required from an operations perspective, they would be expected to
provide a safety benefit in minimizing the potential for rear-end crashes.
• Caution should be exercised when placing development signing and/or landscaping near
proposed site accesses so as to not create a new sight obstruction.
• Turning movements should be reviewed to ensure design vehicles such as school buses
and garbage trucks have adequate accommodations to negotiate internal proposed
development roadways.
• Establish appropriate traffic control at proposed development internal roadway
intersections consistent with local jurisdiction policies to minimize driver confusion and
the potential for conflicts.
See Appendix F for the Traffic Study.
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19. Cumulative Potential Effects
(Preparers can leave this item blank if cumulative potential effects are addressed under the applicable
EAW Items)
a. Describe the geographic scales and timeframes of the project related environmental effects that could
combine with other environmental effects resulting in cumulative potential effects.
Potential effects are addressed under the applicable EAW items.
b. Describe any reasonably foreseeable future projects (for which a basis of expectation has been laid)
that may interact with environmental effects of the proposed project within the geographic scales and
timeframes identified above.
The City of Lino Lakes 2040 Future Land Use plan dictates medium density, high density, and planned
residential/commercial development to the north and east of this proposed property. However,
currently there are no proposed or foreseeable future developments occurring on these properties
while the project is being constructed.
c. Discuss the nature of the cumulative potential effects and summarize any other available information
relevant to determining whether there is potential for significant environmental effects due to these
cumulative effects.
Potential effects are addressed under the applicable EAW items.
20. Other Potential Environmental Effects
If the project may cause any additional environmental effects not addressed by items 1 to 19, describe the
effects here, discuss the how the environment will be affected, and identify measures that will be taken to
minimize and mitigate these effects.
The project will not cause any additional environmental effects not addressed by items 1 to 19.
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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RGU CERTIFICATION
(The Environmental Quality Board will only accept SIGNED Environmental Assessment Worksheets for
public notice in the EQB Monitor.)
I hereby certify that:
• The information contained in this document is accurate and complete to the best of my
knowledge.
• The EAW describes the complete project; there are no other projects, stages or components
other than those described in this document, which are related to the project as connected
actions or phased actions, as defined at Minnesota Rules, parts 4410.0200, subparts 9c and 60,
respectively.
• Copies of this EAW are being sent to the entire EQB distribution list.
Signature ________________________________ Date _______________________________
Title ____________________________________
July 15, 2022
City Planner
ENVIRONMENTAL ASSESSMENT WORKSHEET // Robinson Sod Farm
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References
Berg, J.A., 2016, Geologic atlas of Anoka County, Minnesota (Part B): Minnesota Department of Natural
Resources, County Atlas Series C-27, report and pls. 7–9,
http://www.dnr.state.mn.us/waters/programs/gw_section/mapping/platesum/anokcga.html.
City of Lino Lakes. 2020. Lino Lakes 2040 Comprehensive Plan. https://linolakes.us/compplan
Metropolitan Council. 2022. Sewer Availability Charge (SAC) Procedure Manual. Retrieved from
https://metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-
Charge/SAC-Pubs/Sewer-Availability-Charge-Manual-2019.aspx
Meyer, G.N., 2013, Geologic Atlas of Anoka County, Minnesota (Part A): County Atlas Series C-27, report
and plate 3 – surficial geology.
Minnesota Pollution Control Agency (MPCA). 2020. Future wastewater infrastructure needs and capital
costs – fiscal year 2020 biennial survey of wastewater collection and treatment. Retrieved from
https://www.pca.state.mn.us/sites/default/files/lrwq-wwtp-1sy20.pdf
Minnesota Pollution Control Agency (MPCA). 2021. Greenhouse gas emissions inventory 2005-2018.
Retrieved from https://www.pca.state.mn.us/sites/default/files/lraq-1sy21.pdf
Mossler, J.H., 2013, Geologic Atlas of Anoka County, Minnesota (Part A): County Atlas Series C-27, plate 2
& 6.
MN DNR. 2022. Monarch butterfly (Danaus plexippus). Retrieved from
https://www.dnr.state.mn.us/insects/monarchbutterfly.html#:~:text=Habitat%20and%20range,to%20hel
p%20the%20butterfly%20population.
MN DNR & U.S. Fish and Wildlife Service (USFWS). 2021. Townships Containing Documented Northern
Long-Eared Bat (NLEB) Maternity Roost Trees and/or Hibernacula Entrances in Minnesota. Retrieved from
https://files.dnr.state.mn.us/eco/ereview/minnesota_nleb_township_list_and_map.pdf
United States Fish and Wildlife Service (USFWS). 2017. Fact Sheet: Rusty patched bumble bee (Bombus
affinis). Retrieved from https://www.fws.gov/midwest/endangered/insects/rpbb/factsheetrpbb.html
USFWS. 2022a. Information for Planning and Consultation (IPaC). Retrieved from https://ecos.fws.gov/ipa
USFWS. 2022b. Northern Long-Eared Bat (Myotis septentrionalis). Retrieved from
https://www.fws.gov/Midwest/endangered/mammals/nleb/nlebFactSheet.html
USFWS. 2022c. Rusty Patched Bumble Bee Map. Retrieved from
https://www.arcgis.com/home/webmap/viewer.html?webmap=2716d871f88042a2a56b8001a1f1acae
&extent=-100.6667,29.7389,-48.8551,50.9676
Appendix A
FIGURES
Blaine Lino Lakes
ColumbusHam Lake
Centerville
Anoka
Figure 1.Project Location
Robinson Sod FarmLino Lakes, Anoka County, MN
Source: ESRI USGS Topo Basemap
0 10.5 Miles
Study Area
County Boundary
City-Township Boundary
Legend
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com /
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27-30
31-34
35-4019-2223-268729-3637-4089-96121-124 97-104117-120 105-112113-11641-4445-5253-6081-8485-885-89-1314-1718-2122-2627-3031-3536-4142-4546-5152-5758-6364-6869-74 75-7980-8485-8889-9394-9899-103104-107119-122123-127128-132114-118137-141142-146147-151POND - 0.9 ACRESFUT RABPOND-0.8 ACRESPOND - 1.0 ACROBINSON PROPERTY - CONCEPT PLANLINO LAKES, MINNESOTA733 Marquette Ave, Ste 700Minneapolis, MN 55402612.758.3080 612.758.3099www.alliant-inc.comMAINFAXSITE DATAAREAS: 157.054 acres (Per ALTA Survey) + 1.4356 acres (PID:073122220002)TOTAL GROSS AREA OF CONCEPT: 158.490 acresWETLANDS: DITCHES - PUBLIC & PRIVATE PER SURVEYCONCEPT PLAN DETAILS:·LOCAL PUBLIC ROAD TYPICAL SECTION = 60' ROW, 30' B-B·PARKWAY TYPICAL SECTION = 100' ROW, 20' BB w/ 20 MEDIAN·EAST-WEST COLLECTOR = 66' ROW, 36' BB·PRIVATE DRIVE ROADS = 24' BB·RESIDENTIAL SINGLE FAMILY ASSUMPTIONS··25' FRONT YARD SETBACK··5'/10 OR 7.5'/7.5' SIDE YARD SETBACK··25' SIDE YARD SETBACK TO ROW··50' SETBACK TO COUNTY ROADS (SINGLE FAMILY) SETBACKWETLAND ONSITE ASSUMED AS HIGHEST CLASSIFICATION·TOWNHOME /ROWHOME DETAILS··22' MIN. DRIVEWAY··20' MIN. BUILDING SEPARTION··24' BB PRIVATE DRIVESLOT SUMMARY·75' WIDE LOTS = 45·65' WIDE LOTS = 117·55' WIDE LOTS = 80·ROWHOMES (BACK TO BACK AND ROW) = 124·ROW TOWNHOMES = 191·TOTAL HOUSING UNITS = 557 UNITSREVISION DATE: 2-16-2022*SF LOT SIZE REVISIONSDEVELOPMENT BOUNDARYPROPOSED RIGHT OF WAYPROPOSED LOT LINESPROPOSED SETBACKPUBLIC ROADWAYTOP BACK CURB/ROAD EDGE/STRIPINGPRIVATE ROADWAYTOP BACK OF CURB 8' PUBLIC TRAIL5' PUBLIC SIDEWALKPROPOSED POND AREA75' WIDE LOTS65' WIDE LOTS55' WIDE LOTSBACK-BACK ROWHOMESROW TOWNHOMESTRAIL CORRIDOR / OPENLEGENDFigure 2. PUD Concept Plan - 557 Units
MAIN STREET (C.S.A.H. NO. 14) (PUBLIC)MAIN STREET (C.S.A.H. NO. 14) (PUBLIC)SUNSET AVE (C.R. 53) (PUBLIC)ROBINSON DR (PUBLIC)CARDINAL WAY(PUBLIC)CENTURY
T
R
A
I
L
(
P
U
B
L
I
C
)CARL STREET (PUBLIC)ZONE AZONE AZONE AZONE ACARL STREET (PUBLIC)7078501POND - 0.5ACRESPON
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-
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x
ACR
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S
POND - 1.6 ACRES110455046POND - 1
.0ACRESPOND - 3.2 ACRESPO
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-
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.
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ACR
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S POND - 3.0 AC757465636055541065303435404445152025272854969-7677-80FUT RABPOND-0.9 ACRES67 units84 units88 units53 units72 units70 units54 units70 unitsPOND - 2.2 ACPOND - 1.8 AC78 units8914152025263031354039555759606570POND - 2.1 ACRESPO
N
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.
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ACR
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.
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S70 unitsPOND - 0.8 AC
POND - 0.8 ACRESPOND - 2.1 ACRESROBINSON PROPERTY - YIELD CONCEPT PLANLINO LAKES, MINNESOTA733 Marquette Ave, Ste 700Minneapolis, MN 55402612.758.3080 612.758.3099www.alliant-inc.comMAINFAXSITE DATATOTAL GROSS AREA OF CONCEPT: 158.490 acresWETLANDS: DITCHES - PUBLIC & PRIVATE PER SURVEYCONCEPT PLAN DETAILS:·LOCAL PUBLIC ROAD TYPICAL SECTION = 60' ROW, 30' B-B·COLLECTORS = 66' ROW, 36' BB·PRIVATE DRIVE ROADS = 24' BB·R1 - SINGLE FAMILY ASSUMPTIONS··30' FRONT YARD SETBACK··10' SIDE YARD SETBACK··80' MIN LOT WIDTH (95' MIN CORNER LOT)··135' MIN LOT DEPTH (145' BACK TO BACK)··10,800 SF MIN··40' SETBACK TO COUNTY ROADS SETBACK·TOWNHOME /ROWHOME DETAILS··25' MIN. DRIVEWAY··20' MIN. BUILDING SEPARATION··24' BB PRIVATE DRIVES··40' SETBACK TO COUNTY ROADS SETBACK··30' REAR SETBACK··30' SETBACK TO ROWLOT SUMMARY·80' WIDE LOTS = 148·ROWHOMES (BACK TO BACK AND ROW) = 172·ROW TOWNHOMES = 386·EXISTING HOME ON NEW LOT = 1·TOTAL HOUSING UNITS = 707 UNITSREVISION DATE: 3-21-2022 - Carl St, TrailsLAND USE BOUNDARY LIMITSDEVELOPMENT BOUNDARYPROPOSED RIGHT OF WAYPROPOSED LOT LINESPROPOSED SETBACKPUBLIC ROADWAYTOP BACK CURB/ROAD EDGE/STRIPINGPRIVATE ROADWAYTOP BACK OF CURB 8' PUBLIC TRAIL5' PUBLIC SIDEWALKPROPOSED POND AREA80' WIDE LOTSBACK-BACK ROWHOMESROW TOWNHOMESLEGENDFigure 3. Yield Plan - 707 Units
Main St
4th AveCarl StSunset Ave NE125th Ave NE
121st Ave NE
/Site Location
Source: MnGeo WMS, Twin Cities metro, 2020 color 7-county
0 1,000500Feet
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Legend
Study Area
Cover Type
National Wetland Inventory
Lawn/Landscape
Cropland
Grassland Facility Operations
Figure 4.
Pre-Development Land Cover
Lino Lakes, Anoka County, MN
Main St
4th AveCarl StSunset Ave NERobinson Dr
125th Ave NE
121st Ave NE
/
Post-Development Land Cover
Lino Lakes, Anoka County, MN
Site Location
Source: MnGeo WMS, Twin Cities metro, 2020 color 7-county
0 900450Feet
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Residential
Stormwater basin
Ditch
Lawn/Landscaping
Trail
Road Right-of-Way
Legend
Cover Type
Study Area
Figure 5.
Figure 3-2� 2040 Future Land Use
Baldwin Lake
RondeauLake
Bald
EagleLake
Wilkinson
Lake
Otter Lake
AmeliaLake
Reshanau LakeRice Lake
CentervilleLake
Marshan Lake
GeorgeWatchLake
Peltier Lake
Cedar Lake
LilacSt
20th Ave S456721
456749
456721
456749
456714
456754
456714
456723
456721
456721
456714456714
20thAve20th Ave§¨¦35E
§¨¦35W
")153
")140
")84
")84
MainStMainStMain St
CedarSt
HodgsonRdLake DrElm St
Birch St
Birch StLake DrSunset AveRondeauLake Dr EAsh St
Oak Ln
Apollo Dr62nd St N
Ash St RondeauLake Rd WCentervilleRdHolly Dr4th AveHolly Dr E
Birch St
80th St E
64th StCity of BlaineCity of Circle PinesCity of Columbus
City of HugoCity of North OaksCity of Shoreview White Bear Township ´
Figure 6.2040 Future Land Use
Legend
City of Centerville
Permanent Rural
Urban Reserve
Low Density Residential
Low Density Mixed Residential
Medium Density Residential
High Density Residential
Planned Residential / Commercial
Office Residential
Signature Gateway District
Commercial
Town Center
Business Campus
Industrial
Civic and Institutional
Parks and Open Space
Private Airfield
Right-of-Way
Open Water
Municipal Boundary
Parcels
Streams
3,500 0 3,5001,750 Feet Date: 2/4/201911/9/2020
125th Ave NE
Carl StSunset Ave NERobinson Dr
Stallion La
Main St NE
121st Ave NE
Pinto La Arabian CirClydesdale CirCarl St
AAE
A
A
A
A
AA
A
A AA
/Site Location
Source: MnGeo WMS, Twin Cities metro, 2020 color 7-county
0 900450Feet
Study Area100 Year FEMA Floodplain
A
AE
AH
AO
Legend
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Figure 7.
100 Year FEMA Floodplain
Lino Lakes, Anoka County, MN
125th Ave NE
4th AveCentury Tr
Carl StSunset Ave NERobinson Dr
Stallion La
Main St NE
121st Ave NE
Pin
t
o
L
a Arabian CirClydesdale CirCarl St
Rf
Ma
Iw
Rf
LnA
Iw Iw
Iw
LnA
ZmB
/Site Location
Source: MnGeo WMS, Twin Cities metro, 2020 color 7-county
0 1,000500Feet
Study Area
Hydric Soil Rating
Hydric
Predominately Hydric
Predominately Non-Hydric
Legend
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Map Unit Name (Map Unit Symbol)
Isanti fine sandy loam (Iw)Lino loamy fine sand, 0-4% slopes (LnA)Markey muck, occassionally ponded, 0-1% slopes (Ma)Rifle mucky peat (Rf)Zimmerman fine sand, 1-6% slopes (ZmB)
Figure 8.Anoka County Soil Survey
Lino Lakes, Anoka County, MN
125th Ave NE
4th AveCentury Tr
Carl StSunset Ave NERobinson Dr
Stallion La
Main St NE
121st Ave NE
Pin
t
o
L
a Arabian C
i
r Clydesdale CirCarl St
George Watch Lake
Marshan LakeLochness Lake
/Site Location
Source: MnGeo WMS, Twin Cities metro, 2020 color 7-county
0 10.5 Miles
Public Waters Inventory - Basins
Study Area
Legend
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Figure 9.
Public Waters Inventory
Lino Lakes, Anoka County, MN
125th Ave NE
4th AveCentury Tr
Carl StSunset Ave NERobinson Dr
Stallion La
Main St NE
121st Ave NE
P
i
n
t
o
L
a Arabian CirClydesdale CirCarl St
PEM1Af
R2UBFx
PEM1Ad
PEM1Ad
PEM1Ad
/Site Location
Source: MnGeo WMS, Twin Cities metro, 2020 color 7-county
0 1,000500Feet
National Wetland Inventory
Study Area
Legend
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Figure 10.
National Wetland Inventory
Lino Lakes, Anoka County, MN
!>
!>
125th Ave NE
4th AveCentury Tr
Carl StSunset Ave NERobinson Dr
Stallion La
Main St NE
121st Ave NE
Pinto La Arabian CirClydesdale CirCarl St
00444819
00231862
/Site Location
Source: MnGeo WMS, Twin Cities metro, 2020 color 7-county
0 1,000500Feet
!>Wells
Study Area
Legend
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Figure 11.
Minnesota Well Index
Lino Lakes, Anoka County, MN
"/
"/
"/
"/
"/
"/
"/
"/
"/
"/
"/Century Tr
Robinson Dr
Main St NE 124thLa
Sunset Ave NEISTH
35W
121st Ave NE
Lake DrISTH
35W
125th Ave NE
4th AveLever St NELexington Ave NE139362
224787
191075
21238
157490
228696
212682
107177
226150
107252
141380
/Site Location
Source: MnGeo WMS, Twin Cities metro, 2020 color 7-county
0 10.5 Miles
"/Site Location
Study Area
0.5 mile buffer
Legend
733 Marquette Ave Ste 700Minnepaolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Figure 12.Contaminated Sites/Environmental Permits and Registrations(Active and Inactive)
Lino Lakes, Anoka County, MN
Appendix B
MINNESOTA DEPARTMENT OF HEALTH
WELL INDEX LOG
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031231862
County Anoka Entry Date 04/15/1991
Quad Circle Pines Update Date 08/18/2014
Quad ID 119B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ROBINSON 31 22 W 7 BADDDB 720 ft.720 ft.
Elevation 900 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Drill Fluid
Address Use Status Active
Well Hydrofractured?Yes
No
From To
Casing Type Telescoping
No
Above/BelowYesDrive Shoe?
Joint
C/W 310 MAIN ST CIRCLE PINES MN 55014
Geological Material From To (ft.) Color Hardness
LOOSE SAND 0 20
CEMENTED SAND 20 35 HARD
CLAY & HARDPAN 35 118
DECOMPOSED 118 123
LOOSE SANDROCK 123 130
LOOSE SANDROCK 130 138
SANDROCK 138 145 HARD
VERY SHAKEY 145 155
LOOSE DIRTY 155 180
SANDROCK 180 215 HARD
SHALE 215 225 GREEN
LIMEROCK 225 265 VARIED
SHALE 265 270 SOFTBLU/GRN
FINE SANDROCK 270 275 HARDWHITE
FINE SANDROCK 275 285 MEDIUMWHITE
SHALE 285 287 BRN/YEL
SHALE W/ SAND 287 315 GREEN
FINE SANDROCK 315 320
SHALE W/ THIN 320 346 GRAY
SHALE 346 350 BROWN
SHALE 350 368 BLU/GRN
COARSE SANDROCK 368 410
SANDROCK & SHALE 410 450
SHALE 450 475
FINE SANDROCK 475 480 HARD
SHALE 480 500
SANDY SHALE 500 512 HARD
FINE SHALEY 512 615 PINK
COARSE SANDROCK 615 630
SHALE 630 631
FINE SANDROCK 631 650
SHALE 650 655 RED
COARSE SANDROCK 655 690
SHAKEY SANDROCK 690 692 YELLOW
SHALE 692 694 SOFTPNK/BRN
SHALE 694 696 HARD
SANDROCK 696 712 GRAY
SHALE 712 720
Stratigraphy Information
Casing Diameter Weight
8 196in. To ft. lbs./ft.
10 155in. To ft. lbs./ft.
Hole Diameter
8 720in. To ft.
Screen?MakeType
196Open Hole From ft. To ft.720
Static Water Level
Pumping Level (below land surface)
DRILLER-WELL DRILLING A GO GO.
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 231862
HE-01205-15
Printed on 01/18/2022
Pitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above grade
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
feet Direction Type
Well disinfected upon completion?Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
Yes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No. Name of Driller
ALLAN, J.
Remarks
Prairie Du Chien/Oneota
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Solor Church Formation
Minnesota Geological Survey
multiple
118
Digitization (Screen) - Map (1:12,000) (>15 meters)
System X Y489583 5004410
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 09/13/2010Site Plan
Angled Drill Hole
Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH
WELL AND BORING REPORT
Minnesota Statutes Chapter 1031444819
County Anoka Entry Date 04/15/1991
Quad Circle Pines Update Date 02/14/2014
Quad ID 119B Received Date
Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed
ROBINSON, 31 22 W 7 ABABAC 200 ft.200 ft.07/12/1988
Elevation 899 ft.Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite
Address Use domestic Status Active
Well Hydrofractured?Yes
No
From To
Threaded
1 ft.
Casing Type Single casing
No
X Above/BelowYesDrive Shoe?
Joint
C/W 310 MAIN ST LINO LAKES MN 55014
Geological Material From To (ft.) Color Hardness
SAND 0 31
CLAY 31 95
CLAY & GRAVEL 95 124
SANDROCK 124 200
Stratigraphy Information
Casing Diameter Weight
4 185 11in. To ft. lbs./ft.
Hole Diameter
7 185in. To ft.
4 200in. To ft.
Screen?MakeType
185Open Hole From ft. To ft.200
Static Water Level
Pumping Level (below land surface)
Wellhead Completion
Pump
Nearest Known Source of Contamination
Abandoned
Variance
Well Contractor
Minnesota Well Index Report 444819
HE-01205-15
Printed on 01/18/2022
SNAPPYPitless adapter manufacturer Model
At-grade (Environmental Wells and Borings ONLY)
Casing Protection 12 in. above gradeX
MYERS
X
Does property have any not in use and not sealed well(s)?
Grouting Information Well Grouted?Yes No Not Specified
No
ft.45 Measureland surface 07/12/1988
ft.70 hrs.3 Pumping at 30 g.p.m.
69 feet Northeas Direction Septic tank/drain field Type
Well disinfected upon completion?X Yes
Not Installed Date Installed
Manufacturer's name
Model Number HP Volt
Length of drop pipe Capacity Typftg.p.
07/14/1988
SEN52 0.5 230
1570 Submersible
XYes No
Was a variance granted from the MDH for this well?Yes No
Licensee Business Lic. or Reg. No. Name of Driller
Mccullough & Sons 82054 MCCULLOUGH, D
Remarks
Jordan Sandstone
Miscellaneous
Last Strat
Aquifer
Depth to Bedrock
Located by
Locate Method
First Bedrock
Jordan Sandstone
Minnesota Geological Survey
Jordan
124
Digitization (Screen) - Map (1:12,000) (>15 meters)
System X Y489879 5004750
ft
UTM - NAD83, Zone 15, Meters
Unique Number Verification Input Date 01/20/2010Address verification
Angled Drill Hole
Appendix C
MN DNR NATURAL HERTIGATE INFORMATION
SYSTEM (NHIS) CONCURRENCE LETTER
Memorandum
TO: Samantha Bump, MN DNR
FROM: Keara Pringle (CWMP), Environmental Specialist
DATE: 1.12.2022
SUBJECT: MN DNR Concurrence Request – Robinson Sod Farm – Lino Lakes, Anoka County, MN
_____________________________________________________________________________________
A review of the Natural Heritage Information System (NHIS) data (license #181676) within 1 mile of the
Robinson Sod Farm in Lino Lakes, Anoka County, MN was completed by Alliant Engineering for the EAW
process. The proposed project is located off of Main Street/125th Avenue NE at 310 Main Street in between
Sunset Avenue and 4th Avenue. The parcel IDs associated with this property are 07-31-22-12-0001, 07-31-22-
13-0001, 07-31-22-21-0001, and 07-31-22-22-0001.
NHIS Data Review:
The NHIS data revealed that there are no rare plants, animals, native plant communities, or other rare features
within the project site or within adjacent parcels. However, there is data indicating that there are eight plants
and one reptile located within 1 mile of the project site. These species include:
Type Common Name Scientific Name MN
Status1,2
Habitat2
Vegetation A bristle-berry Rubus fulleri T Shallow wetlands on sandplains
Autumn fimbry Fimbristylis autumnalis SS Sedge meadows on Anoka Sandplain
Black huckleberry Gaylussacia baccata T Well-drained and sandy soil or dry
sandstone outcrops in fire-dependent
forests
Cross-leaved mulkwort Polygala cruciata E Sedge meadows on Anoka Sandplain
Lance-leaf violet Viola lanceolata var.
lanceolata
T Low, moist meadows, moist swales in
sand dunes and savannas, occasionally
sandy lakeshores
Swamp blackberry Rubus semisetosus T Moist sand along margins of
groundwater-fed swales or marshes that are grass or sedge dominated
habitats. In Anoka Sandplain
Toothcup Rotala ramosior T Sandy margins of small ponds and lakes in
the Anoka Sandplain
Twisted yellow-eyed grass Xyris torta E Peatlands, floating mats, bogs, and fens
Reptile Blanding’s turtle Emydoidea blandingii T Shallow, slow-moving waters with
abundant vegetation, such as grassy
marshes, mesic prairies, slow-moving
rivers, and shallow lakes and ponds
1MN Status Abbreviations: E = endangered; T = threatened; SS = special concern
2MN Status and Habitat found here: https://www.dnr.state.mn.us/rsg/index.html
2
The existing land use on site is a sod farm formally known as the Robinson Landscaping, Inc. The property also
includes an office and buildings used for operation of the sod farm. The topography of the site is flat with
multiple public and private ditches providing drainage and irrigation to the site. Based on the soil borings
taken on site, the topsoil mostly consisted of peat with sand and silt below the topsoil. The water table at the
soil boring locations taken throughout the site ranged from five to ten feet below the surface.
An approved wetland delineation has not been conducted on site at this time. However, as mentioned above,
there are public and private drainage ditches on site. The site occurs in a floodplain area so there is potential
for degraded farmed wetlands to be present on site.
Based on the habitat descriptions for the rare plants and animals within 1 mile of the project site, it is unlikely
that this site provides suitable habitat for these species to become established and exist on site. The site
undergoes routine disturbance to vegetation and soil due to the sod farming practices, the hydrology is
manipulated through private and public drainage systems, and any potential wetlands present on site have
been farmed. If any of the identified vegetation or the Blanding’s turtle is found during construction,
appropriate measures will be taken to avoid any impact or disturbance to the identified populations on site.
Based on the documentation provided here, a MN DNR concurrence letter is being requested for this NHIS
review.
Sincerely,
Keara Pringle
Main St
4th AveSunset Ave 125th Street NE
/Project Location
Robinson Sod FarmLino Lakes,Anoka County, MN
Legend
Study Area
0 800400Feet
733 Marquette Ave Ste 700Minneapolis, MN 55402-2340OFFICE: (612) 758 3080FAX: (612) 758 3099www.alliant-inc.com
Source: MnGeo Twin Cities metro 2020 color 7-county
Appendix D
USFWS IPAC REVIEW
1/21/22, 2:23 PM IPaC: Explore Location resources
https://ecos.fws.gov/ipac/location/HLNZHTJZZJEK7KYWMYZNAQDRRU/resources 1/11
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat
(collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)
jurisdiction that are known or expected to be on or near the project area referenced below. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly or indirectly a ected by activities in the project area. However, determining the likelihood
and extent of e ects a project may have on trust resources typically requires gathering additional
site-speci c (e.g., vegetation/species surveys) and project-speci c (e.g., magnitude and timing of
proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS
o ce(s) with jurisdiction in the de ned project area. Please read the introduction to each section
that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for
additional information applicable to the trust resources addressed in that section.
Location
Anoka County, Minnesota
Local o ce
Minnesota-Wisconsin Ecological Services Field O ce
(952) 252-0092
(952) 646-2873
MAILING ADDRESS
4101 American Blvd E
Bloomington, MN 55425-1665
PHYSICAL ADDRESS
U.S. Fish & Wildlife ServiceIPaC
1/21/22, 2:23 PM IPaC: Explore Location resources
https://ecos.fws.gov/ipac/location/HLNZHTJZZJEK7KYWMYZNAQDRRU/resources 2/11
4101 American Blvd E
-}
Bloomington, MN 55425-1665
http:/ / www.fws.gov/ midwest/ Endangered/ section7/ s7process/ step1.html
1/21/22, 2:23 PM IPaC: Explore Location resources
https://ecos.fws.gov/ipac/location/HLNZHTJZZJEK7KYWMYZNAQDRRU/resources 3/11
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of
project level impacts.
The primary information used to generate this list is the known or expected range of each species.
Additional areas of in uence (AOI) for species are also considered. An AOI includes areas outside of
the species range if the species could be indirectly a ected by activities in that area (e.g., placing a
dam upstream of a sh population even if that sh does not occur at the dam site, may indirectly
impact the species by reducing or eliminating water ow downstream). Because species can move,
and site conditions can change, the species on this list are not guaranteed to be found on or near
the project area. To fully determine any potential e ects to species, additional site-speci c and
project-speci c information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary
information whether any species which is listed or proposed to be listed may be present in the area
of such proposed action" for any project that is conducted, permitted, funded, or licensed by any
Federal agency. A letter from the local o ce and a species list which ful lls this requirement can
only be obtained by requesting an o cial species list from either the Regulatory Review section in
IPaC (see directions below) or from the local eld o ce directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website
and request an o cial species list by doing the following:
1.Draw the project location and click CONTINUE.
2.Click DEFINE PROJECT.
3.Log in (if directed to do so).
4.Provide a name and description for your project.
5.Click REQUEST SPECIES LIST.
Listed species and their critical habitats are managed by the Ecological Services Program of the U.S.
Fish and Wildlife Service (USFWS) and the sheries division of the National Oceanic and Atmospheric
Administration (NOAA Fisheries ).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this
list. Please contact NOAA Fisheries for species under their jurisdiction.
1.Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows
species that are candidates, or proposed, for listing. See the listing status page for more
information. IPaC only shows species that are regulated by USFWS (see FAQ).
2.NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an o ce of the
National Oceanic and Atmospheric Administration within the Department of Commerce.
The following species are potentially a ected by activities in this location:
Mammals
1
2
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Insects
Critical habitats
Potential e ects to critical habitat(s) in this location must be analyzed along with the endangered
species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Migratory birds
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9045
Threatened
NAME STATUS
Monarch Butter y Danaus plexippus
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9743
Candidate
Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act .
Any person or organization who plans or conducts activities that may result in impacts to migratory
birds, eagles, and their habitats should follow appropriate regulations and consider implementing
appropriate conservation measures, as described below.
1.The Migratory Birds Treaty Act of 1918.
2.The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
Measures for avoiding and minimizing impacts to birds
http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/
conservation-measures.php
Nationwide conservation measures for birds
http://www.fws.gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
1
2
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The birds listed below are birds of particular concern either because they occur on the USFWS Birds
of Conservation Concern (BCC) list or warrant special attention in your project location. To learn
more about the levels of concern for birds on your list and how this list is generated, see the FAQ
below. This is not a list of every bird you may nd in this location, nor a guarantee that every bird on
this list will be found in your project area. To see exact locations of where birders and the general
public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip:
enter your location, desired date range and a species on your list). For projects that occur o the
Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird
species on your list are available. Links to additional information about Atlantic Coast birds, and
other important information about your migratory bird list, including how to properly interpret and
use your migratory bird report, can be found below.
For guidance on when to schedule activities or implement avoidance and minimization measures to
reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at
the top of your list to see when these birds are most likely to be present and breeding in your
project area.
NAME BREEDING SEASON (IF A
BREEDING SEASON IS INDICATED
FOR A BIRD ON YOUR LIST, THE
BIRD MAY BREED IN YOUR
PROJECT AREA SOMETIME WITHIN
THE TIMEFRAME SPECIFIED,
WHICH IS A VERY LIBERAL
ESTIMATE OF THE DATES INSIDE
WHICH THE BIRD BREEDS
ACROSS ITS ENTIRE RANGE.
"BREEDS ELSEWHERE" INDICATES
THAT THE BIRD DOES NOT LIKELY
BREED IN YOUR PROJECT AREA.)
American Golden-plover Pluvialis dominica
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Breeds elsewhere
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but
warrants attention because of the Eagle Act or for potential
susceptibilities in o shore areas from certain types of development
or activities.
https://ecos.fws.gov/ecp/species/1626
Breeds Dec 1 to Aug 31
Bobolink Dolichonyx oryzivorus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Breeds May 20 to Jul 31
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Probability of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ
"Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to
interpret this report.
Probability of Presence ()
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week months.)
A taller bar indicates a higher probability of species presence. The survey e ort (see below) can be
used to establish a level of con dence in the presence score. One can have higher con dence in the
presence score if the corresponding survey e ort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the
week where the species was detected divided by the total number of survey events for that
week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was
found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence
is calculated. This is the probability of presence divided by the maximum probability of presence
across all weeks. For example, imagine the probability of presence in week 20 for the Spotted
Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any
week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of
presence score.
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ()
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its
entire range. If there are no yellow bars shown for a bird, it does not breed in your project area.
Survey E ort ()
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey e ort range, simply hover your mouse cursor over the bar.
Lesser Yellowlegs Tringa avipes
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
https://ecos.fws.gov/ecp/species/9679
Breeds elsewhere
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no data survey e ort breeding season probability of presence
No Data ()
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas o the Atlantic coast, where bird returns are based on all
years of available data, since data in these areas is currently much more sparse.
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
American Golden-
plover
BCC Rangewide
(CON) (This is a
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
Bald Eagle
Non-BCC
Vulnerable (This is
not a Bird of
Conservation
Concern (BCC) in
this area, but
warrants attention
because of the
Eagle Act or for
potential
susceptibilities in
o shore areas
from certain types
of development or
activities.)
Bobolink
BCC Rangewide
(CON) (This is a
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
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Lesser Yellowlegs
BCC Rangewide
(CON) (This is a
Bird of
Conservation
Concern (BCC)
throughout its
range in the
continental USA
and Alaska.)
Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at
any location year round. Implementation of these measures is particularly important when birds are most likely to
occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and
avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to
occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or
permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or
bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my speci ed location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC)and other species
that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network
(AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is
queried and ltered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project
intersects, and that have been identi ed as warranting special attention because they are a BCC species in that
area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to o shore
activities or development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not
representative of all birds that may occur in your project area. To get a list of all birds potentially present in your
project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially
occurring in my speci ed location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the
Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen
science datasets .
Probability of presence data is continuously being updated as new and better information becomes available. To
learn more about how the probability of presence graphs are produced and how to interpret them, go the
Probability of Presence Summary and then click on the "Tell me about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or
year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or
(if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds
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guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur
in your project area, there may be nests present at some point within the timeframe speci ed. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1."BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range
anywhere within the USA (including Hawaii, the Paci c Islands, Puerto Rico, and the Virgin Islands);
2."BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the
continental USA; and
3."Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because
of the Eagle Act requirements (for eagles) or (for non-eagles) potential susceptibilities in o shore areas from
certain types of development or activities (e.g. o shore energy development or longline shing).
Although it is important to try to avoid and minimize impacts to all birds, e orts should be made, in particular, to
avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For
more information on conservation measures you can implement to help avoid and minimize migratory bird
impacts and requirements for eagles, please see the FAQs for these topics.
Details about birds that are potentially a ected by o shore projects
For additional details about the relative occurrence and abundance of both individual bird species and groups of
bird species within your project area o the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal
also o ers data and information about other taxa besides birds that may be helpful to you in your project review.
Alternately, you may download the bird model results les underlying the portal maps through the NOAA NCCOS
Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use throughout the year,
including migration. Models relying on survey data may not include this information. For additional information on
marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam
Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the
Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority
concern. To learn more about how your list is generated, and see options for identifying what other birds may be
in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring
in my speci ed location". Please be aware this report provides the "probability of presence" of birds within the 10
km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey e ort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a
red horizontal bar). A high survey e ort is the key component. If the survey e ort is high, then the probability of
presence score can be viewed as more dependable. In contrast, a low survey e ort bar or no data bar means a lack
of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a
starting point for identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you know what to
look for to con rm presence, and helps guide you in knowing when to implement conservation measures to avoid
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or minimize potential impacts from your project activities, should presence be con rmed. To learn more about
conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize
impacts to migratory birds" at the bottom of your migratory bird trust resources page.
Facilities
National Wildlife Refuge lands
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404
of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
WETLAND INFORMATION IS NOT AVAILABLE AT THIS TIME
This can happen when the National Wetlands Inventory (NWI) map service is unavailable, or for very
large projects that intersect many wetland areas. Try again, or visit the NWI map to view wetlands at
this location.
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level
information on the location, type and size of these resources. The maps are prepared from the analysis of high
altitude imagery. Wetlands are identi ed based on vegetation, visible hydrology and geography. A margin of error
is inherent in the use of imagery; thus, detailed on-the-ground inspection of any particular site may result in
revision of the wetland boundaries or classi cation established through image analysis.
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The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts,
the amount and quality of the collateral data and the amount of ground truth veri cation work conducted.
Metadata should be consulted to determine the date of the source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or eld work. There may be
occasional di erences in polygon boundaries or classi cations between the information depicted on the map and
the actual conditions on site.
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial
imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged
aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters.
Some deepwater reef communities (coral or tuber cid worm reefs) have also been excluded from the inventory.
These habitats, because of their depth, go undetected by aerial imagery.
Data precautions
Federal, state, and local regulatory agencies with jurisdiction over wetlands may de ne and describe wetlands in a
di erent manner than that used in this inventory. There is no attempt, in either the design or products of this
inventory, to de ne the limits of proprietary jurisdiction of any Federal, state, or local government or to establish
the geographical scope of the regulatory programs of government agencies. Persons intending to engage in
activities involving modi cations within or adjacent to wetland areas should seek the advice of appropriate federal,
state, or local agencies concerning speci ed agency regulatory programs and proprietary jurisdictions that may
a ect such activities.
Appendix E
MINNESOTA STATE HISTORIC PRESERVATION (SHPO)
DATABASE REVIEW
1
Keara Pringle
From:MN_MNIT_Data Request SHPO <DataRequestSHPO@state.mn.us>
Sent:Thursday, January 13, 2022 7:28 PM
To:Keara Pringle
Subject:RE: Database Search Request - Robinson Sod Farm - Lino Lakes, Anoka County, MN
Hello Keara,
Our database has no archaeological or historical records for the given project area.
Jim
SHPO Data Requests
Minnesota State Historic Preservation Office
50 Sherburne Avenue, Suite 203
Saint Paul, MN 55155
(651) 201‐3299
datarequestshpo@state.mn.us
Notice: This email message simply reports the results of the cultural resources database search you requested. The database search
is only for previously known archaeological sites and historic properties. IN NO CASE DOES THIS DATABASE SEARCH OR EMAIL
MESSAGE CONSTITUTE A PROJECT REVIEW UNDER STATE OR FEDERAL PRESERVATION LAWS – please see our website at
https://mn.gov/admin/shpo/protection/ for further information regarding our Environmental Review Process.
Because the majority of archaeological sites in the state and many historic/architectural properties have not been recorded,
important sites or properties may exist within the search area and may be affected by development projects within that area.
Additional research, including field surveys, may be necessary to adequately assess the area’s potential to contain historic properties
or archaeological sites.
Properties that are listed in the National Register of Historic Places (NRHP) or have been determined eligible for listing in the NRHP
are indicated on the reports you have received, if any. The following codes may be on those reports:
NR – National Register listed. The properties may be individually listed or may be within the boundaries of a National Register
District.
CEF – Considered Eligible Findings are made when a federal agency has recommended that a property is eligible for listing in the
National Register and MN SHPO has accepted the recommendation for the purposes of the Environmental Review Process. These
properties need to be further assessed before they are officially listed in the National Register.
SEF – Staff eligible Findings are those properties the MN SHPO staff considers eligible for listing in the National Register, in
circumstances other than the Environmental Review Process.
DOE – Determination of Eligibility is made by the National Park Service and are those properties that are eligible for listing in the
National Register, but have not been officially listed.
CNEF – Considered Not Eligible Findings are made during the course of the Environmental Review Process. For the purposes of the
review a property is considered not eligible for listing in the National Register. These properties may need to be reassessed for
eligibility under additional or alternate contexts.
Properties without NR, CEF, SEF, DOE, or CNEF designations in the reports may not have been evaluated and therefore no
assumption to their eligibility can be made. Integrity and contexts change over time, therefore any eligibility determination made
ten (10) or more years from the date of the current survey are considered out of date and the property will need to be reassessed.
If you require a comprehensive assessment of a project’s potential to impact archaeological sites or historic/architectural properties,
you may need to hire a qualified archaeologist and/or historian. If you need assistance with a project review, please contact Kelly
Gragg‐Johnson, Environmental Review Specialist @ 651‐201‐3285 or by email at kelly.graggjohnson@state.mn.us.
The Minnesota SHPO Archaeology and Historic/Architectural Survey Manuals can be found at
https://mn.gov/admin/shpo/identification‐evaluation/.
2
Given the Governor's implementation of Stay Safe MN, SHPO staff will continue to work remotely and be
available via phone and email, and the SHPO office will be closed to visitors and unable to accommodate in‐
person research and deliveries. Mail is being delivered to the office via USPS, FedEx and UPS, however, staff
have limited weekly access to sort and process mail. Our office will continue to take file search requests via
DataRequestSHPO@state.mn.us. Check SHPO's webpage for the latest updates and we thank you for your
continued patience.
From: Keara Pringle <kpringle@alliant‐inc.com>
Sent: Friday, January 7, 2022 2:18 PM
To: MN_MNIT_Data Request SHPO <DataRequestSHPO@state.mn.us>
Subject: Database Search Request ‐ Robinson Sod Farm ‐ Lino Lakes, Anoka County, MN
Hello,
Alliant is conducting an EAW for the Robinson Sod Farm area in Lino Lakes, Anoka County, MN. We are requesting a
database search for any potential listed/designated historic properties and/or cultural resources location within or near
the project site. See site information below:
Name of property: Robinson Sod Farm
Address: 310 Main St., Lino Lakes, MN 55014
City: Lino Lakes
County: Anoka County
Section, Township, Range: 7, 31, 22
Attached shapefile is the study area
If you have any questions, please feel free to email or contact me at 612‐718‐6880.
Thank you,
Keara Pringle, CMWP
(she, her, hers)
ENVIRONMENTAL SPECIALIST
Alliant Engineering, Inc.
733 Marquette Ave, Ste 700, Minneapolis, MN 55402
612.718.6880 CELL | 612.315.3200 DIRECT
Building better communities with excellence and passion.
// An employee‐owned company.
This message may be from an external email source.
Do not select links or open attachments unless verified. Report all suspicious emails to Minnesota IT Services Security Operations Center.
Appendix F
TRAFFIC STUDY
Robinson Property
Traffic Impact Study
Lino Lakes, MN
Prepared For:
Integrate Properties, LLC
6980 Sand Ridge Road
Eden Prairie, MN 55346
Prepared By:
Jordan Schwarze, PE, RSP1
Shauna McIntire, PE
Alliant Engineering, Inc.
733 Marquette Ave, Suite 700
Minneapolis, MN 55402
DRAFT Report
June 30 2022
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 i
June 30, 2022
Table of Contents
List of Figures ................................................................................................................................ ii
List of Tables ................................................................................................................................. ii
1.0 Introduction ........................................................................................................................1
2.0 Existing Conditions ............................................................................................................1
2.1 STUDY AREA INTERSECTIONS .......................................................................................... 1 2.2 DATA COLLECTION .......................................................................................................... 1
2.2.1 Traffic Volumes ...................................................................................................................................... 1
2.2.2 Roadway/Intersection Characteristics ................................................................................................... 3
2.2.3 Pedestrian/Bicycle Accommodations ..................................................................................................... 3
2.3 TRAFFIC OPERATIONS ANALYSIS ..................................................................................... 5
3.0 Future No Build Conditions ..............................................................................................6
3.1 BACKGROUND TRAFFIC GROWTH .................................................................................... 6 3.2 INFRASTRUCTURE IMPROVEMENTS .................................................................................. 6 3.3 TRAFFIC OPERATIONS ANALYSIS ..................................................................................... 9
3.3.1 Year 2025 No Build Conditions ............................................................................................................... 9
3.3.2 Year 2040 No Build Conditions ............................................................................................................... 9
4.0 Proposed Development ....................................................................................................10
4.1 TRIP GENERATION AND DISTRIBUTION .......................................................................... 12
5.0 Future Build Conditions ..................................................................................................23
5.1 TRAFFIC OPERATIONS ANALYSIS ................................................................................... 23
5.1.1 Year 2025 Build Conditions .................................................................................................................. 23
5.1.2 Year 2040 Build Conditions .................................................................................................................. 26
5.1.3 Traffic Operations Conclusions ............................................................................................................ 28 5.2 ADDITIONAL BUILD CONSIDERATIONS .......................................................................... 28
5.2.1 Main Street & Sunset Avenue Roundabout Capacity ........................................................................... 28
5.2.2 Carl Street Connection ......................................................................................................................... 31
5.2.3 Turn Lanes ............................................................................................................................................ 32
6.0 Site Plan Review ...............................................................................................................32
7.0 Conclusions and Recommendations ...............................................................................33
Appendix A – Detailed Operations and Queuing Analysis ....................................................... A
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 ii
June 30, 2022
List of Figures
Figure 1 – Project Location............................................................................................................. 2 Figure 2 – Existing Conditions ....................................................................................................... 4 Figure 3 – Forecast Year 2025 No Build Conditions ..................................................................... 7
Figure 4 – Forecast Year 2040 No Build Conditions ..................................................................... 8 Figure 5 – Proposed Site Plan ....................................................................................................... 11 Figure 6 – Trip Directional Distribution ....................................................................................... 14 Figure 7 – Forecast Year 2025 Build Conditions: PUD – No Carl Street Connection ................. 15 Figure 8 – Forecast Year 2025 Build Conditions: PUD – With Carl Street Connection.............. 16
Figure 9 – Forecast Year 2025 Build Conditions: Yield – No Carl Street Connection ................ 17 Figure 10 – Forecast Year 2025 Build Conditions: Yield – With Carl Street Connection ........... 18 Figure 11 – Forecast Year 2040 Build Conditions: PUD – No Carl Street Connection ............... 19 Figure 12 – Forecast Year 2040 Build Conditions: PUD – With Carl Street Connection ............ 20 Figure 13 – Forecast Year 2040 Build Conditions: Yield – No Carl Street Connection .............. 21
Figure 14 – Forecast Year 2040 Build Conditions: Yield – With Carl Street Connection ........... 22 Figure 15 – Roundabout Capacity Analysis – Year 2040 – PUD Concept Plan .......................... 29 Figure 16 – Roundabout Capacity Analysis – Year 2040 – Yield Plan ........................................ 30
List of Tables
Table 1 – Roadway Characteristics................................................................................................. 3
Table 2 – Intersection Characteristics ............................................................................................. 3
Table 3 – Level of Service Criteria ................................................................................................. 5 Table 4 – Existing Traffic Operations Analysis ............................................................................. 6 Table 5 – Year 2025 No Build Traffic Operations Analysis .......................................................... 9 Table 6 – Year 2040 No Build Traffic Operations Analysis .......................................................... 9
Table 7 – Trip Generation Estimates ............................................................................................ 12
Table 8 – Year 2025 Build Traffic Operations Analysis: PUD – No Carl ................................... 23 Table 9 – Year 2025 Build Traffic Operations Analysis: PUD – With Carl ................................ 24 Table 10 – Year 2025 Build Traffic Operations Analysis: Yield – No Carl ................................ 24 Table 11 – Year 2025 Build Traffic Operations Analysis: Yield – With Carl ............................. 25
Table 12 – Year 2040 Build Traffic Operations Analysis: PUD – No Carl ................................. 26
Table 13 – Year 2040 Build Traffic Operations Analysis: PUD – With Carl .............................. 27 Table 14 – Year 2040 Build Traffic Operations Analysis: Yield – No Carl ................................ 27 Table 15 – Year 2040 Build Traffic Operations Analysis: Yield – With Carl ............................. 28 Table 16 – Carl Street Connection Peak Hour Volume Impacts .................................................. 31
Table 17 – Turn Lane Storage Lengths vs. Anticipated Queues .................................................. 32
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 1
June 30, 2022
1.0 Introduction
Alliant Engineering has completed a traffic impact study for the proposed Robinson Property
residential development to be located in the southeast quadrant of the Main Street
(Anoka County State Aid Highway 14) & Sunset Avenue (Anoka County Road 53) intersection in
Lino Lakes, MN (see Figure 1). The main objectives of this study are to evaluate existing traffic
operations within the study area, identify potential traffic impacts to the adjacent roadway network
due to proposed development trips, and recommend improvements to address identified issues.
The assumptions, analysis, and study conclusions/recommendations offered for consideration are
presented herein.
2.0 Existing Conditions
The existing conditions were reviewed to establish a baseline for identifying any future impacts
associated with the proposed development. The evaluation of existing conditions includes
intersection turning movement counts, field observations, and an intersection operations analysis.
2.1 Study Area Intersections
In consultation with City of Lino Lakes and Anoka County staff, the following study intersections
were identified:
• Main Street (CSAH 14) & Sunset Avenue (CR 53)
• Main Street & 4th Avenue
• 4th Avenue & Carl Street
• Century Trail & Carl Street
• Sunset Avenue & Century Trail
• Sunset Avenue & Robinson Drive
• Robinson Drive & Century Trail
2.2 Data Collection
2.2.1 Traffic Volumes
To document existing conditions, weekday turning movement counts were collected at the study
intersections by Alliant Engineering in early February 2022, over the following time periods:
• AM Peak Period: 6:00-9:00 a.m.
• PM Peak Period: 4:00-7:00 p.m.
Note: Century Trail & Carl Street intersection counts estimated from adjacent intersection data.
Additionally, study area historical annual average daily traffic (AADT) volumes were provided by
the Minnesota Department of Transportation (MnDOT) via its online traffic mapping application.
County
Anoka
County
Hennepin
Project Location
Figure 1Robinson Property - Traffic Impact Study
ALLIANT
Main Street (CSAH 14)
Robinson Drive
Sunset Avenue (CR 53)4th AvenueRAPIDS
COON
BLAINE
PINES
CIRCLE
LINO LAKES
CENTERVILLE
65
MINNESOTAM
116
COUNTY
41
COUNTY 53
RSTATETNIE
W
53
RSTATETNIE
W
COUNTY
25
1
COUNTY
7
65
MINNESOTAM
41
COUNTY
1
COUNTY
2
COUNTY
43
City: Lino Lakes
County: Anoka
Project Location
Legend
Proposed Development
Project Location
10
10
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 3
June 30, 2022
2.2.2 Roadway/Intersection Characteristics
Field observations were completed to identify roadway and intersection characteristics within the
study area (i.e., geometry, posted speed limits, and traffic controls), which are summarized in
Table 1 and Table 2.
Table 1 – Roadway Characteristics
Roadway Cross-Section Speed Limit Functional Classification
Main Street 2-Lane Undivided 55 mph Principal Arterial
Sunset Avenue 2-Lane Undivided 55 mph Major Collector
4th Avenue 2-Lane Undivided 50 mph Major Collector
Carl Street 2-Lane Undivided 30 mph Local
Robinson Drive 2-Lane Undivided 30 mph Minor Collector
Century Trail 2-Lane Undivided 30 mph Minor Collector
mph = miles per hour
Table 2 – Intersection Characteristics
Intersection Traffic Control Lane Designations by Approach (1)
NB SB EB WB
Main Street & Sunset Avenue Through/Stop LR ꟷ T/R LT (2)
Main Street & 4th Avenue Through/Stop LTR LTR LT/R LT/R
4th Avenue & Carl Street Through/Stop LTR LTR LTR LTR
Century Trail & Carl Street Through/Stop TR LT ꟷ LR
Sunset Avenue & Century Trail Through/Stop T/R LT ꟷ LR
Sunset Avenue & Robinson Drive Through/Stop T/R LT ꟷ LR
Robinson Drive & Century Trail Through/Stop LTR LTR LTR LTR
(1) L=Left-Turn, T=Through, R=Right-Turn
(2) Approach includes a left-turn bypass lane
The existing conditions, including the weekday a.m. and p.m. peak hour traffic volumes, are shown
in Figure 2. It should be noted that the following weekday peak hours were observed during the
data collection period:
• AM Peak Hour: 7:00 a.m. – 8:00 a.m.
• PM Peak Hour: 4:15 p.m. – 5:15 p.m.
2.2.3 Pedestrian/Bicycle Accommodations
Existing pedestrian/bicycle accommodations within the study area are generally limited. However,
a series of sidewalks and mixed-use trails traverse the existing residential neighborhood southwest
of the proposed development (i.e., Century Farm North).
+Bypass Lane
Development
Proposed
Existing Conditions
Figure 2Robinson Property - Traffic Impact Study
ALLIANT
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
Carl St 4th AveXXXX
9,300
4,500
XXXX
1,100
700
3,050
500
150
12,000
1,400
1,400OPST 1,000
SCALE IN FEET
OPST OPSTOPST
OPSTOPSTOPSTLEGEND
Lane Configuration
Through/Stop
XX (XX)AM (PM) Peak Hour Volumes
Annaul Average Daily Traffic
Estimated Daily Traffic
AADT Source: MnDOT Draft Traffic Data (2021)Estimated Counts
IMI
55
T
EPS
L
DE
IMI
55
T
EPS
L
DE
IMI
50
T
EPS
L
DE
(31) 3(234) 94(38) 7(154) 75OPSTOPST66 (45)
260 (403)(35) 31(124) 55(86) 178
(336) 321
5 (14)239 (117)30 (18)
11 (5)
35 (10)
8 (13)8 (11)353 (148)(7) 7(3) 1(20) 10(10) 5 3 (8)56 (28)1 (0)17 (5)
0 (0)
4 (2)
(3) 4
(0) 1
(1) 0
(20) 2(53) 15(4) 17 (7)
296 (410)
1 (4)5 (3)7 (4)15 (9)(23) 45
(335) 306
(13) 1
(12) 5(9) 1(29) 150 (1)15 (15)3 (2)
1 (0)
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 5
June 30, 2022
2.3 Traffic Operations Analysis
An existing conditions traffic operations analysis was completed using Synchro/SimTraffic
software to establish a baseline to which future traffic operations could be compared. Operations
analysis results identify a Level of Service (LOS) which indicates the quality of traffic flow
through an intersection. The LOS results are based on average delay per vehicle, which correspond
to the delay threshold values presented in Table 3. Intersections are given a ranking from LOS A
through LOS F. LOS A indicates the best traffic operation, with vehicles experiencing minimal
delays. LOS F indicates an intersection where demand exceeds capacity, or a breakdown of traffic
flow. The LOS D/E threshold for overall intersection operations is often used as the indicator of
congestion in an urban area. For through/stop intersections, a key measure of operational
effectiveness is the side-street LOS. Long delays and poor LOS can occur on side-street
approaches even if the overall intersection is functioning well, making side-street LOS a valuable
design criterion.
Table 3 – Level of Service Criteria
After LOS, the second component of the traffic operations analysis is a study of vehicular queuing,
or the lineup of vehicles waiting to pass through an intersection. An intersection can operate with
an acceptable LOS, but if queues from the intersection block entrances to turn lanes or adjacent
driveways, unsafe operating conditions could result. The 95th percentile queue, or the length of
queue with only a five percent probability of being exceeded during an analysis period, is
considered the standard for design purposes.
The existing traffic operations analysis was performed at the study intersections for the weekday
a.m. and p.m. peak hours. Results of the existing traffic operations analysis, presented in Table 4,
indicate that each study intersection currently operates at overall LOS A during the weekday a.m.
and p.m. peak hours. In addition, no significant side-street delay or queuing issues were observed
in the field or in traffic simulations. Detailed operations and queuing analysis results are presented
in Appendix A.
Description Signalized
Intersection
Unsignalized
Intersection
A Free Flow: Low volumes and no delays.0 - 10 0 - 10
B Stable Flow: Speeds restricted by travel conditions, minor delays.> 10 - 20 > 10 - 15
C Stable Flow: Speeds and maneuverability closely controlled due to higher volumes.> 20 - 35 > 15 - 25
D Stable Flow: Speeds considerably affected by change in operating conditions.
High density traffic restricts maneuverability, volume near capacity.> 35 - 55 > 25 - 35
E Unstable Flow: Low speeds, considerable delay, volume at or slightly over capacity.> 55 - 80 > 35 - 50
F Forced Flow: Very low speeds, volume exceed capacity, long delays with stop and go
traffic.> 80 > 50
Source: Highway Capacity Manual, 6th Edition, Transportation Research Board, Exhibits 19-8, 20-2, 21-8, 22-8.
Delay per Vehicle (seconds)
Level of Service
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 6
June 30, 2022
Table 4 – Existing Traffic Operations Analysis
3.0 Future No Build Conditions
To determine potential traffic impacts associated with background traffic growth alone, future no
build conditions were evaluated using Synchro/SimTraffic software. The future no build
conditions, including background traffic growth while excluding proposed development trips,
were evaluated for the near-term year 2025 and the long-term year 2040.
3.1 Background Traffic Growth
Traffic forecasts in the Lino Lakes 2040 Comprehensive Plan were reviewed to determine an
appropriate background traffic growth rate through the year 2040 analysis. Within the study area,
background traffic growth rates are forecast from approximately 0.75 to 2.50 percent annually
through the year 2040. However, a significant portion of new trips within the study area through
the year 2040 will be generated by the proposed development. Therefore, an annual background
traffic growth rate of one (1.00) percent was chosen and applied to the existing traffic volumes to
account for new study area trips independent of the proposed development. The resultant year 2025
and year 2040 no build conditions are shown in Figure 3 and Figure 4, respectively. It should be
noted that when adding proposed development trips to the chosen background growth rate under
future build conditions, the projected study area daily traffic volumes are expected to meet or
exceed the year 2040 daily traffic volumes forecasted in the Lino Lakes 2040 Comprehensive Plan.
3.2 Infrastructure Improvements
A year 2024 Anoka County project is expected to convert the Main Street/Sunset Avenue
intersection to a single-lane roundabout. Therefore, the Main Street/Sunset Avenue intersection
was modeled as a single-lane roundabout in all future analysis scenarios.
It should be noted that the Main Street corridor is envisioned as a four-lane divided roadway in the
long-term. However, project funding has not been dedicated, nor has a definitive timeline been
associated with expanding Main Street. Therefore, Main Street was modeled as a two-lane
undivided roadway in all future analysis scenarios.
Main Street & Sunset Avenue A /A 2.4 /5.6 A /B 3.7 /10.3
Main Street & 4th Avenue A /A 1.7 /5.0 A /A 2.2 /7.0
4th Avenue & Carl Street A /A 1.3 /3.9 A /A 1.0 /3.4
Century Trail & Carl Street A /A 0.8 /3.2 A /A 0.2 /2.9
Sunset Avenue & Century Trail A /A 1.3 /6.0 A /A 0.9 /4.3
Sunset Avenue & Robinson Drive A /A 0.7 /4.5 A /A 0.7 /4.4
Robinson Drive & Century Trail A /A 0.8 /1.4 A /A 0.3 /1.2
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
Alternative AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
LEGEND
Lane Configuration
Through/Stop
XXXX
4,700 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave1,150
730
3,200
9,70012,500
Forecast Daily Traffic
Roundabout
520
1,450
160
1,450
Development
Proposed
No Build Conditions
Forecast Year 2025
Figure 3Robinson Property - Traffic Impact Study
ALLIANT
Carl StOPST 1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST(40) 8(161) 79(33) 4(244) 98OPSTOPST
(8) 8(4) 2(21) 11(11) 60 (2)16 (16)4 (3)
2 (0)
8 (8)
308 (427)
2 (5)6 (4)8 (5)16 (10)(24) 47
(350) 319
(14) 2
(13) 6(10) 2(31) 1618 (6)
0 (0)
5 (3)4 (9)59 (30)2 (0)(4) 5
(0) 2
(2) 0
(21) 3(56) 16(5) 269 (47)
271 (421)
(90) 186
(350) 335
(38) 33(129) 586 (15)249 (122)32 (19)
12 (6)9 (12)368 (154)37 (11)
9 (14)
LEGEND
Lane Configuration
Through/Stop
XXXX
5,400 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave1,350
850
3,700
11,300
Forecast Daily Traffic
Roundabout
600
1,700
180
1,700
14,500
Development
Proposed
No Build Conditions
Forecast Year 2040
Figure 4Robinson Property - Traffic Impact Study
ALLIANT
Carl StOPST 1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST(46) 9(187) 91OPSTOPST
(9) 9(4) 2(25) 13(13) 70 (2)19 (19)4 (3)
2 (0)
21 (7)
0 (0)
5 (3)(25) 3(65) 19(5) 2(4) 5
(0) 2
(2) 0 4 (10)68 (34)2 (0)9 (9)
357 (497)
2 (5)7 (4)9 (5)19 (11)(28) 55
(407) 371
(16) 2
(15) 7(11) 2(36) 1980 (55)
315 (489)
(105) 217
(407) 390
(44) 38(150) 6737 (22)
14 (7)7 (17)290 (143)43 (13)
10 (16)(38) 4(284) 11410 (14)428 (180)
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 9
June 30, 2022
3.3 Traffic Operations Analysis
3.3.1 Year 2025 No Build Conditions
Results of the forecast year 2025 no build traffic operations analysis, presented in Table 5, indicate
that each study intersection is expected to operate at overall LOS A during the weekday a.m. and
p.m. peak hours. In addition, no significant side-street delay or queuing issues were observed in
traffic simulations. Detailed operations and queuing analysis results are presented in Appendix A.
Table 5 – Year 2025 No Build Traffic Operations Analysis
3.3.2 Year 2040 No Build Conditions
Results of the forecast year 2040 no build traffic operations analysis, presented in Table 6, indicate
that each study intersection is expected to operate at overall LOS A during the weekday a.m. and
p.m. peak hours. In addition, no significant side-street delay or queuing issues were observed in
traffic simulations. Detailed operations and queuing analysis results are presented in Appendix A.
Table 6 – Year 2040 No Build Traffic Operations Analysis
Main Street & Sunset Avenue A /A 7.9 /9.1 A /B 8.5 /10.3
Main Street & 4th Avenue A /A 1.7 /5.4 A /A 2.2 /7.0
4th Avenue & Carl Street A /A 1.5 /3.9 A /A 1.0 /3.6
Century Trail & Carl Street A /A 0.8 /3.4 A /A 0.3 /4.3
Sunset Avenue & Century Trail A /A 1.3 /6.0 A /A 0.9 /4.3
Sunset Avenue & Robinson Drive A /A 0.7 /4.7 A /A 0.8 /4.4
Robinson Drive & Century Trail A /A 0.8 /1.9 A /A 0.4 /1.5
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
Main Street & Sunset Avenue A /B 8.9 /10.1 A /B 9.2 /11.2
Main Street & 4th Avenue A /A 1.8 /5.8 A /A 2.5 /8.8
4th Avenue & Carl Street A /A 1.5 /3.9 A /A 1.0 /3.6
Century Trail & Carl Street A /A 0.8 /3.9 A /A 0.3 /4.3
Sunset Avenue & Century Trail A /A 1.6 /7.0 A /A 1.0 /4.6
Sunset Avenue & Robinson Drive A /A 1.0 /5.2 A /A 0.8 /4.5
Robinson Drive & Century Trail A /A 1.1 /2.4 A /A 0.5 /1.7
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 10
June 30, 2022
4.0 Proposed Development
The proposed Robinson Property residential development is expected to be constructed on
approximately 157 acres of agricultural land located in the southeast quadrant of the Main Street/
Sunset Avenue intersection in Lino Lakes, MN. Two site plan alternatives (see Figure 5) have
been developed and were analyzed in this study:
• PUD Concept Plan – The PUD Concept Plan is expected to consist of 557 dwelling units
of the following types:
o 242 single-family detached homes
o 315 townhomes
• Yield Plan – The Yield Plan, considered close to the maximum density allowed under
future year 2040 land use plans, is expected to consist of 707 dwelling units of the
following types:
o 149 single-family detached homes
o 558 townhomes
While a construction timeframe is currently unknown, the proposed development was assumed to
be complete prior to the year 2025. The following development accesses are proposed:
• Right-in/right-out access on Sunset Avenue approximately 750 feet south of Main Street
(West Access)
o The outbound (westbound) approach is expected to be stop-controlled and consist of a
single right-turn lane
o On the northbound approach, a dedicated right-turn lane is proposed
• Full access on Main Street approximately 2,550 feet east of Sunset Avenue (North Access)
o The North Access represents a northern extension of the Century Trail minor collector
roadway from Robinson Drive. Future plans call for additional extension north of
Main Street, though the North Access was evaluated as a T-intersection in this study.
o The outbound (northbound) approach is expected to be stop-controlled and consist of
dedicated left-turn and right-turn lanes.
o On the eastbound approach, a dedicated right-turn lane is proposed.
o On the westbound approach, a dedicated left-turn lane is proposed.
• Several neighborhood connections are proposed as well:
o On Robinson Drive approximately 1,100 feet east of Sunset Avenue.
o Several development accesses are proposed on an eastern extension of the
Robinson Drive minor collector roadway from Century Trail. Future plans call for
additional eastern extension of Robinson Drive to meet 4th Avenue, though
Robinson Drive was evaluated as terminating at the development limits in this study.
o On the extension of Century Trail 520 to 675 feet south of Main Street.
Proposed Site Plan
Figure 5Robinson Property - Traffic Impact Study
ALLIANT
53
RSTATETNIE
W
Location
Development
Proposed
315 Townhomes
242 Single-Family Detached Homes
Robinson Drive
Century Trail4th AvenueRobinson Drive
Main Street
Sunset AvenueMain Street
Sunset AvenueRobinson Drive
Main Street
Sunset AvenueCentury TrailLake Drive558 Townhomes
149 Single-Family Detached Homes
Yield Plan
PUD Concept Plan
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 12
June 30, 2022
In addition to the two site plan alternatives, two potential Carl Street access sub-alternatives were
analyzed in this study:
• No Carl Street Connection:
o No connection would be made between the proposed development and Carl Street to
the south. The existing disconnected segments of Carl Street south of the proposed
development would remain as such.
• With Carl Street Connection:
o A connection would be made between the proposed development and Carl Street to the
south. The existing disconnected segments of Carl Street south of the proposed
development would be connected as well.
It should be noted that linking the two existing disconnected segments of Carl Street in the absence
of the proposed development would likely result in a slight redistribution of existing residential
neighborhood traffic patterns. However, such a traffic pattern redistribution would be expected to
produce a negligible operational impact on existing study area intersections. Furthermore, the two
existing disconnected segments of Carl Street are unlikely to be linked without construction of the
proposed development. Consequently, a Carl Street connection was not evaluated under future no
build conditions.
4.1 Trip Generation and Distribution
Trip generation estimates for each of the two proposed development site plan alternatives were
completed for the weekday a.m. and p.m. peak hours as well as on a daily basis by utilizing the
Institute of Transportation Engineers Trip Generation Manual, 11th Edition (ITE TGM). Results
of the trip generation estimates, shown in Table 7, indicate the PUD Concept Plan would be
expected to generate approximately 324 a.m. peak hour trips, 413 p.m. peak hour trips, and
4,626 daily trips. Alternatively, the Yield Plan would be expected to generate approximately
391 a.m. peak hour trips, 476 p.m. peak hour trips, and 5,656 daily trips.
Table 7 – Trip Generation Estimates
Trips
In
Trips
Out
Total
Trips
Trips
In
Trips
Out
Total
Trips
Single-Family Detached Housing (210)Dwellings 242 43 123 166 144 84 228 2,276
Single-Family Attached Housing (215)Dwellings 315 49 109 158 105 80 185 2,350
92 232 324 249 164 413 4,626
Single-Family Detached Housing (210)Dwellings 149 28 79 107 91 54 145 1,456
Single-Family Attached Housing (215)Dwellings 558 88 196 284 189 142 331 4,200
116 275 391 280 196 476 5,656
Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition.
(1) Trips generated for the weekday a.m. and p.m. peak hours of the adjacent roadway network.
Daily
Trips
Yield Plan (707 Units Total)
Total Trips
Land Use
(ITE Code)Units Size
AM Peak Hour Trips (1)PM Peak Hour Trips (1)
PUD Concept Plan (557 Units Total)
Total Trips
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 13
June 30, 2022
The distribution of proposed development trips was estimated based on a review of the collected
existing traffic patterns at the Sunset Avenue/Century Trail, Sunset Avenue/Robinson Drive, and
4th Avenue/Carl Street intersections and based on engineering judgement. Given the residential
nature of land uses south of Main Street between Sunset Avenue and 4th Avenue, it is assumed
existing traffic patterns at the noted study intersections would provide an appropriate directional
distribution estimate for the proposed development trips. The collected traffic volumes inbound/
outbound to/from the existing residential neighborhoods adjacent to the noted study intersections
were averaged to estimate the proposed development directional distribution. The resultant
directional distribution indicates that approximately 70 percent of proposed development trips are
likely to be directed to/from the south, while the remaining 30 percent of proposed development
trips are likely to be directed to/from the north. Proposed development trips were then further
distributed utilizing collected existing traffic patterns at remaining study intersections, as well as
by using engineering judgment in considering logical destination points (i.e., I-35W, commercial/
industrial areas near the I-35W/Lexington Avenue and I-35W/Lake Drive interchanges, and the
TH 65 corridor). Trip routing within the proposed development was estimated based on planned
residential densities and assumed travel times to external roadway network nodes.
The final directional distributions of proposed development trips both without and including a
Carl Street connection are shown in Figure 6. These directional distributions were then applied to
the estimated proposed development trips in the future build conditions scenarios. The resultant
year 2025 and year 2040 build conditions are shown in Figure 7 through Figure 14. It should be
noted that a Carl Street connection, via the Lake Drive interchange, would provide the most
convenient route for most of the proposed development to both the northbound and southbound
directions of I-35W. Therefore, the directional distribution including a Carl Street connection
exhibits an increased percentage of trips to/from the southeast via 4th Avenue.
(CR 53)Sunset Avenue Century Trail
Robinson Drive
Main Street (CSAH 14)4th AvenueCarl Street
Lilac Street
Development
Proposed
Trip Directional Distribution
Figure 6Robinson Property - Traffic Impact Study
ALLIANT
Connection
Carl Street
Potential
40%2%
20%
10%
3%25%10%
20%
3%2%35%30% 1,000
SCALE IN FEET
LEGEND
Trip Distribution PercentageXX%
(No Carl Street Connection)
Trip Distribution Direction
(Including Carl Street Connection)
Trip Distribution Direction
Through/Stop (Study Intersections)
Proposed Development
2,310
LEGEND
Lane Configuration
Through/Stop
XXXX
6,550 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave2,400
10,16013,430
Forecast Daily Traffic
Roundabout
1,590
160
2,610
1,820
3,530
300
1,450
PUD Concept Plan - No Carl Street Connection
Forecast Year 2025 Build Conditions
Figure 7Robinson Property - Traffic Impact Study
ALLIANT
Carl StOPST 1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPSTOPST
OPST(22) 7(166) 9069 (47)
305 (445)OPST(4) 2(67) 300 (2)60 (48)4 (3)
2 (0)
18 (6)
0 (0)
7 (8)(21) 3(118) 39(5) 2(4) 5
(0) 2
(2) 0 9 (12)117 (72)2 (0)8 (8)
313 (452)
2 (5)6 (4)8 (5)16 (10)(69) 110
(365) 343
(14) 2
(13) 6(10) 2(98) 4134 (92)
340 (466)
(36) 14
(386) 367
(61) 87(25) 34(104) 190
(386) 344
(37) 33(135) 7087 (57)
12 (6)(79) 22(183) 8581 (43)
9 (14)9 (12)416 (187)(79) 23(297) 116OPSTOPST
(18) 7(28) 12(8) 814 (36)28 (21)4 (4)(11) 6
(17) 7
(4) 3
12 (8)258 (151)10 (29)249 (122)16 (11)
16 (12)
32 (24)
Proposed Development
1,470
LEGEND
Lane Configuration
Through/Stop
XXXX
6,090 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Lilac St
Century Tr
Robinson Dr
4th Ave1,560
10,16013,430
Forecast Daily Traffic
Roundabout
1,590
3,070
1,460
1,460
Lilac St
3,500
300
1,350
PUD Concept Plan - With Carl Street Connection
Forecast Year 2025 Build Conditions
Figure 8Robinson Property - Traffic Impact Study
ALLIANT
Carl St
1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST
OPSTOPSTOPSTOPST(19) 8(44) 2118 (6)
2 (5)
5 (3)4 (9)59 (30)2 (0)(61) 86
(3) 7
(2) 0
(21) 3(56) 16(92) 348 (8)
313 (450)
2 (5)6 (4)8 (5)16 (10)(24) 47
(365) 343
(14) 2
(13) 6(10) 2(31) 169 (25)
340 (466)
(36) 15
(386) 367
(16) 24(25) 3469 (47)
305 (445)
(104) 190
(386) 345
(37) 33(135) 709 (12)400 (176)(71) 20(280) 109OPSTOPST
(2) 1(79) 32(22) 129 (20)78 (12)4 (4)(19) 18
(10) 4
(4) 3(17) 5(166) 9071 (46)
12 (6)(67) 17(178) 8312 (8)258 (151)10 (29)249 (122)74 (39)
9 (14)
17 (13)
28 (70)66 (48)40 (34)2 (1)
10 (51)
18 (13)
Proposed Development
2,800
6,960
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave2,680
10,27013,630
1,620
160
2,870
2,090
LEGEND
Lane Configuration
Through/Stop
XXXX
XX (XX)AM (PM) Peak Hour Volumes
Forecast Daily Traffic
Roundabout
Lilac StLilac St
3,550
250
1,770
Yield Plan - No Carl Street Connection
Forecast Year 2025 Build Conditions
Figure 9Robinson Property - Traffic Impact Study
ALLIANT
Carl St
1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST
OPSTOPSTOPST(13) 6(10) 2(107) 4769 (47)
305 (444)
(111) 195
(385) 345
43 (104)
340 (466)
(35) 15
(386) 367
8 (8)
316 (455)
2 (5)6 (4)8 (5)16 (10)(76) 121
(369) 347
(14) 2
(21) 3(126) 45(5) 2(4) 5
(0) 2
(2) 0
77 (40)
9 (14)9 (12)438 (204)18 (6)
0 (0)
7 (9)(74) 21(315) 127OPST(4) 2(62) 280 (2)56 (45)4 (3)
2 (0)(37) 33(142) 79OPSTOPST
(13) 4(28) 13(8) 89 (29)29 (21)4 (5)110 (75)
12 (6)(86) 26(194) 9221 (15)263 (158)15 (36)249 (122)(11) 6
(14) 5
(5) 4 10 (13)127 (78)2 (0)(72) 102(24) 34(33) 14(166) 9011 (8)
15 (11)
25 (17)
Proposed Development
1,780
LEGEND
Lane Configuration
Through/Stop
XXXX
6,400 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave1,640
10,27013,630
Forecast Daily Traffic
Roundabout
1,620
3,430
1,640
1,760
Lilac StLilac St
3,520
1,660
230
Yield Plan - With Carl Street Connection
Forecast Year 2025 Build Conditions
Figure 10Robinson Property - Traffic Impact Study
ALLIANT
Carl St
1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST
OPSTOPSTOPST(111) 195
(385) 345
(37) 33(142) 7969 (47)
306 (445)
(35) 15
(386) 367
(19) 28(25) 35(24) 47
(371) 347
(14) 2
(13) 6(10) 2(31) 168 (8)
316 (453)
2 (5)6 (4)8 (5)16 (10)18 (6)
2 (6)
5 (3)4 (9)59 (30)2 (0)9 (12)417 (189)(68) 18(293) 11912 (29)
340 (466)OPST(15) 5(45) 22OPSTOPST
(2) 1(90) 39(29) 176 (17)90 (67)6 (5)(26) 27
(8) 3
(5) 2
89 (60)
12 (6)(72) 21(186) 8921 (15)263 (158)15 (36)249 (122)2 (1)
8 (6)
15 (10)
(73) 100
(3) 8
(2) 0(25) 11(166) 9070 (35)
9 (14)
13 (9)
39 (87)87 (66)40 (34)(21) 3(56) 16(102) 42
Proposed Development
2,310
LEGEND
Lane Configuration
Through/Stop
XXXX
7,250 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave2,600
11,760
Forecast Daily Traffic
Roundabout
1,840
180
2,860
1,940
15,430
Lilac StLilac St
4,030
1,530
300
PUD Concept Plan - No Carl Street Connection
Forecast Year 2040 Build Conditions
Figure 11Robinson Property - Traffic Impact Study
ALLIANT
Carl St
1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST
OPSTOPSTOPST(15) 7(11) 2(103) 44OPST(4) 2(71) 320 (2)63 (51)4 (3)
2 (0)
21 (7)
0 (0)
7 (8)9 (13)126 (76)2 (0)(4) 5
(0) 2
(2) 0
(25) 3(127) 42(5) 29 (9)
363 (522)
2 (5)7 (4)9 (5)19 (11)(73) 118
(422) 395
(16) 2
34 (92)
395 (543)
(36) 14
(449) 426
(61) 87(25) 3480 (55)
349 (513)
(119) 220
(443) 398
(43) 38(156) 7987 (45)
10 (16)10 (14)476 (213)(84) 23(337) 132OPSTOPST
(18) 7(28) 12(9) 914 (36)28 (21)4 (4)(22) 7(193) 10592 (60)
14 (7)(85) 23(209) 9812 (8)300 (173)11 (31)290 (142)(13) 7
(17) 7
(4) 3
16 (11)
16 (12)
32 (24)
Proposed Development
1,470
LEGEND
Lane Configuration
Through/Stop
XXXX
6,790 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave1,760
Forecast Daily Traffic
Roundabout
1,840
3,320
1,580
1,480
15,430 11,760
Lilac StLilac St
4,000
1,430
300
PUD Concept Plan - With Carl Street Connection
Forecast Year 2040 Build Conditions
Figure 12Robinson Property - Traffic Impact Study
ALLIANT
Carl St
1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST
OPSTOPSTOPSTOPST(19) 8(48) 2321 (7)
2 (5)
5 (3)4 (10)68 (34)2 (0)(61) 86
(3) 7
(2) 0
(25) 3(65) 19(92) 349 (9)
363 (520)
2 (5)7 (4)9 (5)19 (11)(28) 55
(422) 395
(16) 2
(15) 7(11) 2(36) 199 (25)
395 (543)
(36) 15
(449) 426
(16) 24(25) 3480 (55)
349 (513)
(119) 220
(443) 399
(43) 38(156) 7980 (41)
10 (16)10 (14)460 (202)(76) 20(320) 125OPSTOPST
(2) 1(79) 32(23) 139 (20)78 (12)4 (4)(21) 19
(10) 4
(4) 3(17) 5(193) 10576 (49)
14 (7)(73) 18(204) 9612 (8)300 (173)11 (31)290 (142)17 (13)
28 (70)66 (48)43 (37)2 (1)
10 (51)
18 (13)
Proposed Development
2,800
LEGEND
Lane Configuration
Through/Stop
XXXX
7,660 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave2,880
11,870
Forecast Daily Traffic
Roundabout
1,870
180
3,120
2,210
15,630
Lilac StLilac St
4,050
1,850
250
Yield Plan - No Carl Street Connection
Forecast Year 2040 Build Conditions
Figure 13Robinson Property - Traffic Impact Study
ALLIANT
Carl St
1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST
OPSTOPSTOPST(15) 7(11) 2(112) 50(126) 225
(442) 399
(43) 38(163) 8880 (55)
349 (512)
43 (104)
395 (543)
(35) 15
(449) 426 7 (4)9 (5)19 (11)(80) 129
(426) 399
(16) 2
9 (9)
366 (525)
2 (5)
(4) 5
(0) 2
(2) 0
(25) 3(135) 48(5) 210 (14)498 (230)21 (7)
0 (0)
7 (9)(79) 21(355) 143OPST(4) 2(66) 300 (2)59 (48)4 (3)
2 (0)
OPSTOPST
(13) 4(28) 13(9) 99 (29)29 (21)4 (5)(33) 14(193) 10521 (15)305 (180)16 (38)290 (142)10 (14)136 (82)2 (0)(72) 102(24) 34115 (78)
14 (7)(92) 27(220) 10583 (42)
10 (16)
11 (8)
15 (11)
25 (17)
(13) 7
(14) 5
(5) 4
Proposed Development
1,780
LEGEND
Lane Configuration
Through/Stop
XXXX
7,100 XX (XX)AM (PM) Peak Hour Volumes
121st Ave
Main St (CSAH 14)(CR 53)Sunset Ave Century Tr
Robinson Dr
4th Ave1,840
11,870
Forecast Daily Traffic
Roundabout
1,870
3,680
1,760
1,780
15,630
Lilac StLilac St
4,020
1,740
230
Yield Plan - With Carl Street Connection
Forecast Year 2040 Build Conditions
Figure 14Robinson Property - Traffic Impact Study
ALLIANT
Carl St
1,000
SCALE IN FEET
OPSTOPST
OPSTOPSTOPST
OPSTOPSTOPST80 (55)
350 (513)(43) 38(163) 88(126) 225
(442) 399
(35) 15
(449) 426
(19) 28(25) 357 (4)9 (5)19 (11)(28) 55
(428) 399
(16) 2
(15) 7(11) 2(36) 1921 (7)
2 (6)
5 (3)4 (10)68 (34)2 (0)76 (37)
10 (16)10 (14)477 (215)(73) 18(333) 13512 (29)
395 (543)
OPSTOPST
(15) 5(49) 24OPST(2) 1(90) 39(30) 186 (17)90 (67)6 (5)(28) 28
(8) 3
(5) 2
2 (1)
8 (6)
15 (10)
(73) 100
(3) 8
(2) 0(25) 11(193) 10521 (15)305 (180)16 (38)290 (142)(78) 22(212) 10294 (63)
14 (7)
13 (9)
39 (87)87 (66)43 (37)(25) 3(65) 19(102) 429 (9)
366 (523)
2 (5)
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5.0 Future Build Conditions
To determine potential traffic impacts associated with proposed development trips, future build
conditions were evaluated using Synchro/SimTraffic software. The future build conditions, a
combination of background traffic and proposed development trips, were evaluated for the
near-term year 2025 and the long-term year 2040.
5.1 Traffic Operations Analysis
5.1.1 Year 2025 Build Conditions
PUD Concept Plan – No Carl Street Connection
Results of the forecast year 2025 build traffic operations analysis under the PUD Concept Plan
with no Carl Street connection, presented in Table 8, indicate that each study intersection is
expected to operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition,
no significant side-street delay or queuing issues were observed in traffic simulations. Detailed
operations and queuing analysis results are presented in Appendix A.
Table 8 – Year 2025 Build Traffic Operations Analysis: PUD – No Carl
Main Street & Sunset Avenue A /A 8.3 /9.3 A /B 8.8 /10.6
Main Street & 4th Avenue A /A 1.9 /5.7 A /B 3.1 /10.1
4th Avenue & Carl Street A /A 1.5 /4.1 A /A 1.0 /3.6
Century Trail & Carl Street A /A 0.8 /3.4 A /A 0.3 /4.3
Sunset Avenue & Century Trail A /A 1.9 /7.3 A /A 1.5 /6.0
Sunset Avenue & Robinson Drive A /A 1.7 /6.1 A /A 1.2 /5.7
Robinson Drive & Century Trail A /A 2.3 /4.9 A /A 2.9 /4.9
Main Street & North Access A /A 2.3 /5.8 A /A 2.5 /5.7
Sunset Avenue & West Access A /A 0.4 /2.1 A /A 0.4 /2.0
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
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June 30, 2022
PUD Concept Plan – With Carl Street Connection
Results of the forecast year 2025 build traffic operations analysis under the PUD Concept Plan
with a Carl Street connection, presented in Table 9, indicate that each study intersection is
expected to operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition,
no significant side-street delay or queuing issues were observed in traffic simulations. Detailed
operations and queuing analysis results are presented in Appendix A.
Table 9 – Year 2025 Build Traffic Operations Analysis: PUD – With Carl
Yield Plan – No Carl Street Connection
Results of the forecast year 2025 build traffic operations analysis under the Yield Plan with no
Carl Street connection, presented in Table 10, indicate that each study intersection is expected to
operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition, no significant
side-street delay or queuing issues were observed in traffic simulations. Detailed operations and
queuing analysis results are presented in Appendix A.
Table 10 – Year 2025 Build Traffic Operations Analysis: Yield – No Carl
Main Street & Sunset Avenue A /A 8.5 /9.6 A /B 9.1 /11.1
Main Street & 4th Avenue A /A 1.9 /5.2 A /A 2.3 /7.5
4th Avenue & Carl Street A /A 2.3 /4.5 A /A 2.0 /5.2
Century Trail & Carl Street A /A 1.7 /3.7 A /A 1.7 /3.2
Sunset Avenue & Century Trail A /A 2.2 /7.7 A /A 1.3 /5.6
Sunset Avenue & Robinson Drive A /A 1.5 /5.8 A /A 1.1 /5.6
Robinson Drive & Century Trail A /A 4.2 /5.9 A /A 3.2 /5.2
Main Street & North Access A /A 1.8 /5.9 A /A 2.0 /7.3
Sunset Avenue & West Access A /A 0.4 /2.0 A /A 0.4 /2.5
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
Main Street & Sunset Avenue A /B 8.7 /10.3 A /B 8.8 /10.6
Main Street & 4th Avenue A /A 2.3 /6.3 A /B 3.3 /11.2
4th Avenue & Carl Street A /A 1.5 /4.1 A /A 1.0 /3.6
Century Trail & Carl Street A /A 0.8 /4.0 A /A 0.3 /4.5
Sunset Avenue & Century Trail A /A 2.1 /7.7 A /A 1.5 /6.0
Sunset Avenue & Robinson Drive A /A 2.0 /6.7 A /A 1.6 /6.4
Robinson Drive & Century Trail A /A 2.8 /5.3 A /A 3.0 /5.0
Main Street & North Access A /A 2.5 /6.1 A /A 2.5 /5.7
Sunset Avenue & West Access A /A 0.5 /2.3 A /A 0.4 /2.2
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
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Yield Plan – With Carl Street Connection
Results of the forecast year 2025 build traffic operations analysis under the Yield Plan with a
Carl Street connection, presented in Table 11, indicate that each study intersection is expected to
operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition, no significant
side-street delay or queuing issues were observed in traffic simulations. Detailed operations and
queuing analysis results are presented in Appendix A.
Table 11 – Year 2025 Build Traffic Operations Analysis: Yield – With Carl
Main Street & Sunset Avenue A /A 8.5 /9.7 A /B 9.1 /11.1
Main Street & 4th Avenue A /A 1.9 /5.6 A /A 2.3 /7.5
4th Avenue & Carl Street A /A 2.6 /4.5 A /A 2.2 /5.2
Century Trail & Carl Street A /A 1.8 /3.7 A /A 1.8 /3.4
Sunset Avenue & Century Trail A /A 2.2 /7.7 A /A 1.3 /5.6
Sunset Avenue & Robinson Drive A /A 1.6 /6.0 A /A 1.3 /6.1
Robinson Drive & Century Trail A /A 4.3 /6.2 A /A 4.5 /5.9
Main Street & North Access A /A 1.9 /6.5 A /A 2.0 /7.3
Sunset Avenue & West Access A /A 0.4 /2.0 A /A 0.4 /2.6
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
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June 30, 2022
5.1.2 Year 2040 Build Conditions
PUD Concept Plan – No Carl Street Connection
Results of the forecast year 2040 build traffic operations analysis under the PUD Concept Plan
with no Carl Street connection, presented in Table 12, indicate that each study intersection is
expected to operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition,
no significant side-street delay or queuing issues were observed in traffic simulations. Detailed
operations and queuing analysis results are presented in Appendix A.
Table 12 – Year 2040 Build Traffic Operations Analysis: PUD – No Carl
Main Street & Sunset Avenue A /B 9.9 /11.6 A /B 9.7 /11.8
Main Street & 4th Avenue A /A 2.4 /8.1 A /B 3.5 /11.2
4th Avenue & Carl Street A /A 1.5 /4.1 A /A 1.0 /3.6
Century Trail & Carl Street A /A 0.8 /3.5 A /A 0.3 /6.1
Sunset Avenue & Century Trail A /A 2.2 /8.2 A /A 1.5 /6.0
Sunset Avenue & Robinson Drive A /A 1.7 /6.2 A /A 1.4 /5.9
Robinson Drive & Century Trail A /A 2.5 /5.0 A /A 2.9 /4.9
Main Street & North Access A /A 2.5 /6.3 A /A 2.7 /6.8
Sunset Avenue & West Access A /A 0.4 /2.6 A /A 0.4 /2.3
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
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June 30, 2022
PUD Concept Plan – With Carl Street Connection
Results of the forecast year 2040 build traffic operations analysis under the PUD Concept Plan
with a Carl Street connection, presented in Table 13, indicate that each study intersection is
expected to operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition,
no significant side-street delay or queuing issues were observed in traffic simulations. Detailed
operations and queuing analysis results are presented in Appendix A.
Table 13 – Year 2040 Build Traffic Operations Analysis: PUD – With Carl
Yield Plan – No Carl Street Connection
Results of the forecast year 2040 build traffic operations analysis under the Yield Plan with no
Carl Street connection, presented in Table 14, indicate that each study intersection is expected to
operate at overall LOS B or better during the weekday a.m. and p.m. peak hours. In addition, no
significant side-street delay or queuing issues were observed in traffic simulations. Detailed
operations and queuing analysis results are presented in Appendix A.
Table 14 – Year 2040 Build Traffic Operations Analysis: Yield – No Carl
Main Street & Sunset Avenue A /B 9.3 /10.5 A /B 9.9 /12.0
Main Street & 4th Avenue A /A 2.0 /6.7 A /A 2.5 /8.5
4th Avenue & Carl Street A /A 2.3 /4.5 A /A 2.2 /5.4
Century Trail & Carl Street A /A 1.7 /4.1 A /A 1.8 /3.5
Sunset Avenue & Century Trail A /A 2.2 /8.2 A /A 1.4 /6.0
Sunset Avenue & Robinson Drive A /A 1.5 /6.4 A /A 1.1 /5.9
Robinson Drive & Century Trail A /A 4.2 /5.9 A /A 3.3 /5.3
Main Street & North Access A /A 2.0 /7.2 A /A 2.2 /8.1
Sunset Avenue & West Access A /A 0.4 /2.2 A /A 0.4 /2.5
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
Main Street & Sunset Avenue B /B 10.2 /12.4 A /B 9.6 /11.4
Main Street & 4th Avenue A /A 2.5 /7.9 A /B 3.9 /13.9
4th Avenue & Carl Street A /A 1.5 /4.4 A /A 1.0 /3.9
Century Trail & Carl Street A /A 0.8 /4.0 A /A 0.3 /4.5
Sunset Avenue & Century Trail A /A 2.5 /9.4 A /A 1.6 /6.7
Sunset Avenue & Robinson Drive A /A 2.3 /7.7 A /A 1.6 /6.4
Robinson Drive & Century Trail A /A 2.8 /5.3 A /A 3.0 /5.0
Main Street & North Access A /A 2.8 /6.9 A /A 2.8 /7.1
Sunset Avenue & West Access A /A 0.5 /2.3 A /A 0.5 /2.4
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
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Yield Plan – With Carl Street Connection
Results of the forecast year 2040 build traffic operations analysis under the Yield Plan with a
Carl Street connection, presented in Table 15, indicate that each study intersection is expected to
operate at overall LOS B or better during the weekday a.m. and p.m. peak hours. In addition, no
significant side-street delay or queuing issues were observed in traffic simulations. Detailed
operations and queuing analysis results are presented in Appendix A.
Table 15 – Year 2040 Build Traffic Operations Analysis: Yield – With Carl
5.1.3 Traffic Operations Conclusions
The proposed development is expected to have limited impact on study area traffic operations.
Therefore, no geometric or traffic control improvements are required from an operations
perspective.
5.2 Additional Build Considerations
Additional build considerations related to the proposed development include the following:
5.2.1 Main Street & Sunset Avenue Roundabout Capacity
While Synchro/SimTraffic software is typically not utilized to analyze operations at a roundabout,
the planned single-lane roundabout at the Main Street/Sunset Avenue intersection is expected to
operate adequately through the forecast year 2040 conditions. To affirm adequate estimated
operations, a cursory roundabout capacity analysis was performed at the Main Street/
Sunset Avenue intersection by comparing the forecast year 2040 traffic volumes against the
roundabout capacity curves presented in the Highway Capacity Manual, 6th edition. The results
of this analysis, shown in Figure 15 and Figure 16, indicate that the capacity provided by the
planned Main Street/Sunset Avenue single-lane roundabout is able to accommodate the forecast
year 2040 traffic volumes for each potential site plan alternative.
Main Street & Sunset Avenue B /B 10.6 /13.3 B /B 10.1 /12.4
Main Street & 4th Avenue A /A 2.0 /6.3 A /A 2.5 /8.1
4th Avenue & Carl Street A /A 2.6 /5.2 A /A 2.2 /5.2
Century Trail & Carl Street A /A 1.8 /3.7 A /A 2.0 /3.8
Sunset Avenue & Century Trail A /A 2.2 /8.3 A /A 1.4 /5.6
Sunset Avenue & Robinson Drive A /A 1.8 /6.6 A /A 1.3 /6.1
Robinson Drive & Century Trail A /A 4.3 /6.2 A /A 4.5 /5.9
Main Street & North Access A /A 2.0 /6.5 A /A 2.2 /7.9
Sunset Avenue & West Access A /A 0.6 /2.3 A /A 0.5 /2.6
Overall Intersection LOS / Worst Approach LOS
Overall Intersection Delay / Worst Approach Delay
Intersection AM Peak Hour PM Peak Hour
LOS Delay (s)LOS Delay (s)
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Figure 15 – Roundabout Capacity Analysis – Year 2040 – PUD Concept Plan
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Figure 16 – Roundabout Capacity Analysis – Year 2040 – Yield Plan
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5.2.2 Carl Street Connection
The potential connection between the proposed development and Carl Street, as well as the
associated joining of the existing disconnected segments of Carl Street, would be expected to
increase traffic along Carl Street by approximately 1,300 to 1,600 vehicles daily. A connected
Carl Street would be expected to function as a neighborhood collector roadway and provide a
more convenient link from the proposed development and the existing Century Farm North
neighborhood to 4th Avenue and the I-35W/Lake Drive interchange. Table 16 provides a
summary of forecast year 2040 p.m. peak hour volume impacts in the vicinity of the potential
Carl Street connection.
Table 16 – Carl Street Connection Peak Hour Volume Impacts
Roadway Segment
Forecast Year 2040
PM Peak Hour Volume
(Two-Way Total Vehicles/Hour)
PUD
No Carl
PUD
With Carl
Yield
No Carl
Yield
With Carl
Carl Street West of Connection 10 150 10 170
Carl Street East of Connection 20 170 20 190
Century Trail North of Carl Street 120 200 120 230
Century Trail South of Carl Street 130 110 130 110
Robinson Drive Near Sunset Avenue 180 160 210 190
4th Avenue North of Carl Street 230 120 240 120
4th Avenue South of Carl Street 250 290 260 300
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5.2.3 Turn Lanes
A comparison of existing and proposed turn lane lengths within the study area against anticipated
95th percentile queues was completed to determine whether adequate vehicle storage will be
available. The results of the storage length and queuing comparison shown in Table 17 indicate
the existing and proposed turn lanes within the study area are of sufficient length to accommodate
the anticipated forecast year 2040 traffic volumes and turning queue lengths.
Table 17 – Turn Lane Storage Lengths vs. Anticipated Queues
Intersection Turning Movement Turn Lane
Storage Length
95th Percentile
Queue Length (1)
Main Street & 4th Avenue Eastbound Right 300 3
Westbound Right 300 0
Sunset Avenue & Century Trail Northbound Right 300 3
Sunset Avenue & Robinson Drive Northbound Right 280 0
Southbound Left 250 25
Main Street & North Access Road
Eastbound Right 250 0
Westbound Left 250 50
Northbound Left 200 46
Northbound Right 200 53
Sunset Avenue & West Access Road Northbound Right 250 0
(1) Maximum year 2040 modeled 95th percentile queue.
A dedicated southbound left-turn lane is proposed at the Sunset Avenue/Robinson Drive
intersection in conjunction with the proposed development. Alternatively, a left-turn bypass lane
could be installed, though a dedicated left-turn lane is preferred from a safety perspective.
6.0 Site Plan Review
A proposed site plan review was completed to identify any issues and recommended potential
improvements regarding vehicle ingress/egress, access spacing, internal traffic circulation, and
pedestrian/bicycle connectivity. The following key points are offered for consideration:
• Sight distance appears adequate at the proposed site access locations along Main Street and
Sunset Avenue. However, caution should be exercised when placing development signing
and/or landscaping so as to not create a new sight obstruction.
• Proposed internal roadways appear to adequately accommodate typical passenger vehicles.
However, turning movements should be reviewed to ensure design vehicles such as school
buses and garbage trucks have adequate accommodations to negotiate internal roadways.
• Establish appropriate traffic control at internal roadway intersections consistent with local
jurisdiction policies to minimize driver confusion and the potential for conflicts.
• Sidewalks and/or trails within the proposed development should be extended to meet those
of the adjacent Century Farm North neighborhood.
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7.0 Conclusions and Recommendations
The following study conclusions and recommendations are offered for consideration:
• Results of the existing traffic operations analysis indicate that all study intersections currently
operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition, no
significant side-street delay or queuing issues were observed in the field or traffic simulations.
• Results of the forecast year 2025 and year 2040 no build traffic operations analyses indicate
that all study intersections are expected to operate at overall LOS A during the weekday
a.m. and p.m. peak hours. In addition, no significant side-street delay or queuing issues were
observed in traffic simulations.
• The proposed Robinson Property residential development is expected to be constructed on
approximately 157 acres of agricultural land located in the southeast quadrant of the
Main Street/Sunset Avenue intersection in Lino Lakes, MN. Two site plan alternatives have
been developed and were analyzed in this study:
o PUD Concept Plan – The PUD Concept Plan is expected to consist of 557 dwelling units
of the following types:
▪ 242 single-family detached homes
▪ 315 townhomes
o Yield Plan – The Yield Plan, considered close to the maximum density allowed under
future year 2040 land use plans, is expected to consist of 707 dwelling units of the
following types:
▪ 149 single-family detached homes
▪ 558 townhomes
• Access to the proposed development is anticipated at one location along Main Street, one
location along Sunset Avenue (right-in/right-out access), several locations connecting to
existing neighborhoods, and potentially one location along Carl Street to the south.
o In addition to the two site plan alternatives, sub-alternatives without and with the potential
Carl Street connection were analyzed.
• The PUD Concept Plan would be expected to generate approximately 324 a.m. peak hour trips,
413 p.m. peak hour trips, and 4,626 daily trips. Alternatively, the Yield Plan would be expected
to generate approximately 391 a.m. peak hour trips, 476 p.m. peak hour trips, and 5,656 daily
trips.
• Results of the forecast year 2025 and year 2040 build traffic operations analyses indicate that
all study intersections are expected to operate at overall LOS B or better during the weekday
a.m. and p.m. peak hours. In addition, no significant side-street delay or queuing issues were
observed in traffic simulations.
o The proposed development is expected to have limited impact on study area traffic
operations. Therefore, no geometric or traffic control improvements are required from an
operations perspective.
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 34
June 30, 2022
• Additional build considerations related to the proposed development include the following:
o Results of a cursory roundabout capacity analysis indicate that a planned single-lane
roundabout at the Main Street/Sunset Avenue intersection is able to accommodate the
forecast year 2040 traffic volumes for each potential site plan alternative.
o The potential connection between the proposed development and Carl Street, as well as the
associated joining of existing disconnected segments of Carl Street, would be expected to
increase traffic along Carl Street by approximately 1,300 to 1,600 vehicles daily. A
connected Carl Street would be expected to function as a neighborhood collector roadway
and provide a more convenient link from the proposed development and the existing
Century Farm North neighborhood to 4th Avenue and the I-35W/Lake Drive interchange.
o A comparison of existing and proposed turn lane lengths within the study area against
anticipated 95th percentile queues indicates that the turn lanes are of sufficient length to
accommodate the anticipated forecast year 2040 traffic volumes and turning queue lengths.
• A proposed site plan review was completed to identify any issues and recommended potential
improvements regarding vehicle ingress/egress, access spacing, internal traffic circulation, and
pedestrian/bicycle connectivity. The following key points are offered for consideration:
o Sight distance appears to be adequate at the proposed site access locations along
Main Street and Sunset Avenue. However, caution should be exercised when placing
development signing and/or landscaping so as to not create a new sight obstruction.
o Turning movements should be reviewed to ensure design vehicles such as school buses and
garbage trucks have adequate accommodations to negotiate internal roadways.
o Establish appropriate traffic control at internal roadway intersections consistent with local
jurisdiction policies to minimize driver confusion and the potential for conflicts.
o Sidewalks and/or trails within the proposed development should be extended to meet those
of the adjacent Century Farm North neighborhood.
Traffic Impact Study
Robinson Property
Alliant No. 221-0180.1 A1
Appendix A – Detailed Operations and Queuing Analysis
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 2.2 1.4 3.4 2.0 0.0 7.5 0.0 2.9 0.0 0.0 0.0 2.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 5 42 0 0 45 0 45 0 0 0
Storage Bay Distance (ft) 0 0 270 250 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 2.0 1.4 1.3 1.0 0.0 5.6 10.5 3.0 3.8 9.7 1.8 1.7
Movement LOS A A A A A A A B A A A A A
Movement 95th Queue (ft) 0 0 0 6 6 0 25 25 22 22 22 22
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 2.8 2.1 4.6 0.0 2.1 0.3 0.2 0.0 0.2 0.8 0.1 1.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 17 17 17 29 29 29 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 3.8 0.0 2.1 0.0 0.0 0.1 0.0 0.0 0.0 0.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 24 0 24 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.7 0.0 2.8 0.0 0.3 0.1 0.9 1.0 0.0 1.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 43 0 43 0 0 0 8 8 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.4 0.0 2.3 0.0 0.3 0.0 0.4 0.3 0.0 0.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 38 0 38 0 0 0 4 4 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 0.0 0.0 0.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 0 20 0 20 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Sunset Avenue &
Robinson Drive
0.0 4.5
Intersection MOE Eastbound Approach
0.3 1.0
A A A A
Sunset Avenue &
Century Trail
0.0 6.0
Westbound Approach Northbound Approach Southbound ApproachIntersectionMOEEastbound Approach
Main Street &
4th Avenue
1.9 1.0
AAAA
Intersection
Total
4th Avenue &
Carl Street
2.2 3.9 0.2 0.7
A A A A
Westbound Approach Northbound Approach Southbound ApproachIntersectionMOEEastbound Approach
5.0 4.1
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Eastbound Approach Westbound Approach
0.0
A A A A
Northbound Approach Southbound Approach Intersection
Total
Intersection
Total
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Intersection
Total
0.3 0.3
A A A
Robinson Drive &
Century Trail
0.0 0.0 1.4 0.0
A A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Existing Conditions - AM Peak Hour
Main Street &
Sunset Avenue
1.9 2.3 5.6
Intersection MOE
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Century Trail &
Carl Street
0.0 3.2 0.0 0.0
A A A A
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.7 0.8 3.6 3.1 0.0 11.8 0.6 6.0 0.0 0.0 0.0 3.7
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 34 0 0 85 0 85 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.2 2.3 1.3 2.5 1.5 0.7 8.0 7.5 2.7 10.4 11.8 2.8 2.2
Movement LOS A A A A A A A A A B B A A
Movement 95th Queue (ft) 20 20 0 13 13 0 42 42 24 22 22 22
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 3.1 0.0 1.7 4.0 0.0 1.5 0.8 0.6 0.3 0.8 1.1 0.0 1.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 14 14 14 22 22 22 0 0 0 5 5 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 2.9 0.0 0.0 0.0 0.1 0.1 1.7 0.0 0.0 0.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 12 0 12 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.4 0.0 2.8 0.0 0.8 0.3 1.2 0.5 0.0 0.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 31 0 31 0 0 0 12 12 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.0 0.0 2.7 0.0 0.6 0.4 0.7 0.2 0.0 0.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 31 0 31 0 0 0 15 15 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.1 0.0 0.0 0.0 4.0 0.1 0.0 0.0 0.0 0.0 0.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 0 23 0 23 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Main Street &
Sunset Avenue
1.5 3.1 10.3 0.0
A A B A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.2 1.5 7.0 6.6
A A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
2.1 3.4 0.5 1.0
A A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 4.3 0.7 0.5
A A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 4.4 0.6 0.3
A A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.0 0.0 1.2 0.0
A A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Existing Conditions - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Century Trail &
Carl Street
0.0 2.9 0.1 0.1
A A A A
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.5 6.4 4.4 8.7 0.0 1.6 0.0 1.6 0.0 0.0 0.0 7.9
Movement LOS A B A A A A A A A A A A A
Movement 95th Queue (ft) 0 50 50 42 42 0 32 0 32 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.1 1.6 1.1 2.1 1.1 0.1 5.3 8.0 3.1 4.7 9.8 2.3 1.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 10 10 0 18 18 0 27 27 14 23 23 23
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 5.5 2.2 4.3 0.0 1.8 0.3 0.2 0.1 3.1 0.9 1.3 1.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 22 22 22 30 30 30 0 0 0 5 5 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.1 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 23 0 23 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.4 0.0 2.8 0.0 0.5 0.2 0.7 1.0 0.0 1.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 41 0 41 0 0 0 9 9 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.7 0.0 2.4 0.0 0.4 0.2 0.4 0.3 0.0 0.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 36 0 36 0 0 0 5 5 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 0.0 4.2 0.0 0.0 0.0 0.0 0.0 0.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 0 24 0 24 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 3.4 0.0 0.0
A A A A
0.0
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.0 0.0 1.9
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 4.7
1.0
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 5.6 0.5
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Southbound Approach Intersection
Total
4th Avenue &
Carl Street
2.9 3.6 0.2 1.0
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
4th Avenue
1.5 1.1 5.1 5.4
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.1 7.9 1.6 0.0
A A
2025 No Build Conditions - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 9.6 5.1 6.6 10.6 0.0 2.9 0.6 2.8 0.0 0.0 0.0 8.5
Movement LOS A A A A B A A A A A A A A
Movement 95th Queue (ft) 0 45 45 76 76 0 57 0 57 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.4 2.0 1.1 1.6 1.5 0.5 7.4 6.7 3.1 5.9 12.1 3.4 2.1
Movement LOS A A A A A A A A A A B A A
Movement 95th Queue (ft) 18 18 0 14 14 0 38 38 30 23 23 23
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 4.0 0.0 2.0 4.3 0.0 2.0 0.7 0.5 0.3 1.5 0.8 0.0 0.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 17 17 17 24 24 24 5 5 0 7 7 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.3 0.0 0.0 0.0 0.1 0.0 0.9 0.0 0.0 0.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 15 0 15 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.1 0.0 2.6 0.0 0.9 0.4 1.4 0.6 0.0 0.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 31 0 31 0 0 0 20 20 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.9 0.0 2.3 0.0 0.7 0.3 0.5 0.4 0.0 0.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 30 0 30 0 0 0 11 11 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.1 0.0 0.0 0.0 4.2 0.1 0.0 0.0 0.0 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 0 29 0 29 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Southbound Approach
0.0
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.0 0.0 1.5
Intersection MOE Eastbound Approach Westbound Approach
0.6 0.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 4.2
0.7
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 3.6 0.8
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 4.3 0.1 0.1
A A A
Intersection
Total
4th Avenue &
Carl Street
2.4 3.6 0.5 1.0
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
4th Avenue
2.0 1.5 6.2 5.9
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
8.7 10.3 2.8 0.0
A B
2025 No Build Conditions - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.9 6.4 5.0 9.0 0.0 2.3 0.0 2.4 0.0 0.0 0.0 8.3
Movement LOS A B A A A A A A A A A A A
Movement 95th Queue (ft) 0 58 58 50 50 0 42 0 42 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.6 0.7 2.9 1.7 0.0 10.8 0.0 4.1 0.0 0.0 0.0 2.3
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 31 0 0 39 0 40 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 3.6 1.9 1.3 2.5 1.3 0.2 5.7 14.4 3.5 3.5 10.7 2.2 1.9
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 10 10 0 15 15 0 40 40 23 25 25 25
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 6.6 2.3 4.8 0.0 2.3 0.4 0.2 0.1 0.6 0.8 0.3 1.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 22 22 22 31 31 31 0 0 0 4 4 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 3.6 0.0 1.8 0.0 0.1 0.2 0.0 0.0 0.0 0.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 16 0 16 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 7.7 0.0 3.7 0.0 0.5 0.2 1.4 1.4 0.0 1.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 55 0 55 0 0 0 9 9 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.4 0.0 3.4 0.0 0.5 0.3 0.7 0.6 0.0 1.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 57 0 57 0 0 0 9 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.1 0.0 0.3 0.1 0.0 0.3 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 23 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.5 0.1 0.1 1.9 0.3 0.2 4.3 3.6 2.4 4.2 5.7 2.6 2.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 5 5 5 4 4 4 43 43 43 33 33 33
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 2.7 0.1 0.0
A A A A
4.9
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.4 0.6 3.5
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.1
0.6
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.1 0.5
Intersection MOE Eastbound Approach Westbound Approach
0.5 1.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 7.3
0.8
A A A A
Intersection MOE Eastbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
2.8 4.1 0.2
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
1.8 1.3 5.7 5.1
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.6 1.8 5.8 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.3 8.2 2.3 0.0
A A
2025 Build Conditions, PUD, No Carl Street Connection - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.2 5.5 6.5 11.0 0.0 3.1 0.8 2.8 0.0 0.0 0.0 8.8
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 50 50 78 78 0 54 0 54 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.7 0.8 4.3 2.4 0.0 11.3 0.0 3.8 0.0 0.0 0.0 2.5
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 49 0 0 33 0 43 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 3.3 2.3 1.6 1.9 2.0 0.3 11.1 8.7 5.1 10.9 11.6 4.1 3.1
Movement LOS A A A A A A B A A B B A A
Movement 95th Queue (ft) 23 23 0 17 17 0 65 65 38 22 22 22
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.9 0.0 2.5 5.2 0.0 2.0 0.8 0.6 0.4 1.4 0.7 0.0 0.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 16 16 16 28 28 28 0 0 0 9 9 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.3 0.0 0.0 0.0 0.1 0.1 1.4 0.1 0.0 0.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 17 0 17 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.9 0.0 2.7 0.0 1.1 0.4 1.4 1.1 0.0 1.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 47 0 47 0 0 0 15 15 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.0 0.0 3.0 0.0 0.7 0.5 1.0 0.4 0.0 1.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 44 0 44 0 0 0 22 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.0 0.0 0.4 0.1 0.0 0.3 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 20 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.4 0.3 0.0 1.9 0.4 0.2 4.5 4.2 3.0 4.6 6.0 2.5 2.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 4 4 4 5 5 5 51 51 51 35 35 35
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
4.9
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.3 0.5 3.9
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.0
0.5
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 5.7 0.7
Intersection MOE Eastbound Approach Westbound Approach
1.0 1.1
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 6.0
0.8
A A A A
Intersection MOE Eastbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 4.3 0.1 0.2
A A A
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
2.5 3.5 0.6
A A B A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.2 2.0 10.1 7.6
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.6 2.7 5.7 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.2 10.6 3.0 0.0
A B
2025 Build Conditions, PUD, No Carl Street Connection - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 11.2 6.7 5.0 9.4 0.0 2.3 0.0 2.1 0.0 0.0 0.0 8.5
Movement LOS A B A A A A A A A A A A A
Movement 95th Queue (ft) 0 72 72 48 48 0 41 0 41 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.2 0.7 3.2 1.7 0.0 8.1 0.0 3.2 0.0 0.0 0.0 1.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 15 0 0 40 0 30 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.0 1.9 1.3 2.1 1.3 0.4 5.7 10.3 2.9 6.3 10.2 2.3 1.9
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 11 11 3 14 14 0 25 25 18 27 27 27
Storage Bay Distance (ft) 0 0 300 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 7.8 3.1 5.5 4.9 2.2 1.1 0.4 0.0 1.8 1.5 0.7 2.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 51 51 51 31 31 31 20 20 0 5 5 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.1 0.0 3.0 0.0 0.1 0.0 1.8 0.4 0.0 1.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 45 0 45 0 0 0 17 17 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 8.2 0.0 3.2 0.0 0.4 0.2 1.1 1.5 0.0 2.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 60 0 60 0 0 0 12 12 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.4 0.0 3.0 0.0 0.5 0.2 0.5 0.5 0.0 1.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 48 0 48 0 0 0 9 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.0 0.0 0.3 0.1 0.0 0.3 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 23 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.6 0.4 0.1 0.0 0.1 0.1 4.5 5.1 0.0 4.3 6.3 2.3 4.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 7 7 7 3 3 3 49 49 49 46 46 46
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 3.7 0.1 1.2
A A A A
5.9
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.4 0.1 5.0
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.0
0.5
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 5.8 0.5
Intersection MOE Eastbound Approach Westbound Approach
0.4 1.5
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 7.7
1.5
A A A A
Intersection MOE Eastbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.4 4.5 0.8
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
1.8 1.3 5.2 5.2
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.2 1.7 5.9 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.6 8.6 2.2 0.0
A A
2025 Build Conditions, PUD, With Carl Street Connection - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.2 5.7 6.9 11.6 0.0 2.9 0.6 2.7 0.0 0.0 0.0 9.1
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 52 52 85 85 0 50 0 50 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.2 0.6 4.2 2.2 0.0 10.0 0.0 3.1 0.0 0.0 0.0 2.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 29 0 0 36 0 23 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.7 2.1 1.2 2.3 1.7 0.3 9.2 7.5 3.4 7.5 12.3 2.6 2.3
Movement LOS A A A A A A A A A A B A A
Movement 95th Queue (ft) 25 25 0 12 12 0 47 47 29 22 22 22
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 9.5 6.3 2.9 5.3 6.4 2.6 1.4 1.8 0.8 1.1 1.3 0.0 2.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 44 44 44 27 27 27 13 13 0 6 6 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.9 0.3 3.5 0.0 0.2 0.1 2.0 0.4 0.0 1.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 52 0 52 0 0 0 20 20 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.5 0.0 2.8 0.0 1.0 0.3 1.4 0.8 0.0 1.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 49 0 49 0 0 3 16 16 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 300 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.0 0.0 2.9 0.0 0.7 0.4 1.0 0.2 0.0 1.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 42 0 42 0 0 0 21 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.5 0.0 0.3 0.0 0.0 0.3 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 21 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.5 0.5 0.0 0.0 0.3 0.2 4.9 5.3 0.0 4.5 6.1 1.9 3.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 8 8 8 0 0 0 55 55 55 34 34 34
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
4.6
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.3 0.3 5.2
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.5
0.4
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 5.6 0.6
Intersection MOE Eastbound Approach Westbound Approach
0.9 0.8
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 5.6
1.3
A A A A
Intersection MOE Eastbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 3.2 0.2 1.3
A A A
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.3 5.2 1.5
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.1 1.7 7.5 5.7
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.2 2.3 7.3 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.3 11.1 2.8 0.0
A B
2025 Build Conditions, PUD, With Carl Street Connection - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 12.0 7.4 5.0 9.0 0.0 2.4 0.0 2.2 0.0 0.0 0.0 8.7
Movement LOS A B A A A A A A A A A A A
Movement 95th Queue (ft) 0 78 78 47 47 0 40 0 40 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 2.0 0.6 3.8 1.7 0.0 11.4 0.0 4.6 0.0 0.0 0.0 2.5
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 36 0 0 43 0 49 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.9 2.4 1.8 2.4 1.3 0.1 6.5 10.4 2.9 6.9 12.3 3.0 2.3
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 5 5 3 15 15 0 36 36 19 27 27 27
Storage Bay Distance (ft) 0 0 300 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 8.6 2.7 4.6 0.0 2.1 0.6 0.2 0.1 0.9 0.8 0.7 1.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 21 21 21 32 32 32 3 3 0 9 9 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.6 0.0 2.7 0.0 0.1 0.0 0.0 0.1 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 25 0 25 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 8.1 0.0 2.9 0.0 0.6 0.3 1.2 1.6 0.0 2.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 56 0 56 0 0 0 7 7 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 7.0 0.0 4.1 0.0 0.5 0.3 0.7 0.7 0.0 2.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 57 0 57 0 0 0 10 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.3 0.0 0.0 0.4 0.0 0.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 29 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.4 0.4 0.0 2.1 0.5 0.2 4.7 4.1 2.6 4.1 6.1 2.0 2.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 5 5 5 0 0 0 45 45 45 41 41 41
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 4.0 0.1 0.1
A A A A
5.3
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.6 0.7 4.0
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.3
0.7
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.7 0.5
Intersection MOE Eastbound Approach Westbound Approach
0.6 1.6
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 7.7
0.8
A A A A
Intersection MOE Eastbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.7 3.9 0.2
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.2 1.3 6.3 6.3
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.9 1.9 6.1 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
10.3 8.2 2.3 0.0
B A
2025 Build Conditions, Yield, No Carl Street Connection - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.1 5.9 6.5 10.9 0.0 3.1 0.8 2.9 0.0 0.0 0.0 8.7
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 52 52 79 79 0 54 0 54 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.7 0.7 4.1 2.4 0.0 11.8 0.0 3.8 0.0 0.0 0.0 2.5
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 49 0 0 35 0 39 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 3.7 2.4 1.7 2.7 1.9 0.5 12.1 9.0 6.8 8.7 12.8 4.3 3.3
Movement LOS A A A A A A B A A A B A A
Movement 95th Queue (ft) 26 26 0 15 15 0 85 85 34 24 24 24
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 8.7 0.0 1.8 4.9 0.0 2.3 0.8 0.7 0.3 0.9 0.9 0.0 0.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 18 18 18 27 27 27 3 3 0 9 9 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.5 0.0 0.0 0.0 0.1 0.2 1.7 0.0 0.0 0.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 19 0 19 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.8 0.0 3.3 0.0 1.2 0.5 1.7 1.2 0.0 1.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 48 0 48 0 0 0 17 17 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.6 0.0 3.7 0.0 0.9 0.6 1.0 0.5 0.0 1.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 50 0 50 0 0 3 25 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 280 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.2 0.0 0.4 0.0 0.0 0.3 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 24 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.7 0.4 0.0 1.8 0.3 0.1 4.6 4.2 2.9 4.7 6.1 2.6 3.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 4 4 4 0 0 0 54 54 54 36 36 36
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
5.0
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.4 0.6 4.0
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.2
0.6
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.4 0.8
Intersection MOE Eastbound Approach Westbound Approach
1.1 1.2
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 5.8
0.9
A A A A
Intersection MOE Eastbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 4.5 0.1 0.1
A A A
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.2 3.0 0.6
A A B A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.3 1.9 11.2 7.8
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.6 2.7 5.6 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.1 10.4 3.0 0.0
A B
2025 Build Conditions, Yield, No Carl Street Connection - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 11.2 6.8 5.2 9.4 0.0 2.5 0.0 2.8 0.0 0.0 0.0 8.5
Movement LOS A B A A A A A A A A A A A
Movement 95th Queue (ft) 0 74 74 47 47 0 45 0 45 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.3 0.7 2.9 1.7 0.0 9.2 0.0 3.4 0.0 0.0 0.0 1.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 15 0 0 43 0 35 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 4.5 1.9 1.1 1.6 1.2 0.4 5.7 10.9 2.4 4.5 11.9 2.6 1.8
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 5 5 0 8 8 0 27 27 12 24 24 24
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 7.5 3.6 4.7 6.9 1.7 1.0 0.6 0.2 0.7 1.4 0.9 2.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 50 50 50 30 30 30 18 18 0 4 4 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.3 0.0 2.9 0.0 0.1 0.0 2.0 0.6 0.0 1.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 48 0 48 0 0 0 21 21 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 7.7 0.0 3.0 0.0 0.6 0.0 1.5 1.4 0.0 1.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 52 0 52 0 0 0 13 13 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.4 0.0 3.5 0.0 0.6 0.2 0.6 0.5 0.0 1.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 47 0 47 0 0 0 10 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.0 0.0 0.4 0.1 0.0 0.3 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 29 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.5 0.4 0.1 0.0 0.2 0.1 4.2 5.1 0.0 4.8 6.4 3.1 4.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 0 51 51 51 45 45 45
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 3.6 0.1 1.6
A A A A
6.2
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.2 0.1 4.8
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.0
0.5
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.0 0.5
Intersection MOE Eastbound Approach Westbound Approach
0.5 1.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 7.2
1.3
A A A A
Intersection MOE Eastbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.8 4.3 0.8
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
1.8 1.2 5.6 5.1
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.3 1.7 6.5 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.7 8.6 2.6 0.0
A A
2025 Build Conditions, Yield, With Carl Street Connection - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.0 5.8 6.5 11.0 0.0 3.1 1.3 2.5 0.0 0.0 0.0 8.8
Movement LOS A A A A B A A A A A A A A
Movement 95th Queue (ft) 0 48 48 72 72 0 52 0 52 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.2 0.6 3.7 2.2 0.0 10.6 0.0 2.6 0.0 0.0 0.0 2.0
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 26 0 0 39 0 26 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.8 2.2 1.2 2.0 1.6 0.5 8.8 8.0 3.6 8.1 10.6 2.8 2.3
Movement LOS A A A A A A A A A A B A A
Movement 95th Queue (ft) 27 27 0 12 12 0 43 43 28 21 21 21
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 7.8 3.8 3.0 4.9 6.6 2.4 1.5 2.1 0.7 1.4 1.4 0.0 2.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 45 45 45 28 28 28 14 14 0 7 7 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.8 0.4 3.7 0.0 0.2 0.1 2.0 0.5 0.0 1.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 52 0 52 0 0 0 22 22 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.8 0.0 3.2 0.0 1.1 0.4 1.6 0.9 0.0 1.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 46 0 46 0 0 0 15 15 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.3 0.0 3.2 0.0 0.8 0.5 0.9 0.4 0.0 1.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 43 0 43 0 0 0 22 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.6 0.0 0.4 0.0 0.0 0.3 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 23 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.7 0.6 0.1 0.0 0.3 0.1 4.7 5.6 0.0 4.5 6.5 2.4 4.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 6 6 6 0 0 0 59 59 59 41 41 41
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
5.9
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.4 0.2 5.4
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.6
0.5
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.1 0.7
Intersection MOE Eastbound Approach Westbound Approach
1.0 0.9
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 5.6
1.4
A A A A
Intersection MOE Eastbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 3.4 0.2 1.5
A A A
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.2 5.2 1.6
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.2 1.6 7.5 5.7
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.1 2.3 7.0 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.0 10.6 3.0 0.0
A B
2025 Build Conditions, Yield, With Carl Street Connection - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 11.7 7.3 5.5 9.7 0.0 2.0 0.0 2.1 0.0 0.0 0.0 8.9
Movement LOS A B A A A A A A A A A A A
Movement 95th Queue (ft) 0 79 79 56 56 0 37 0 37 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.6 1.8 1.1 2.6 1.3 0.6 5.4 11.5 2.5 7.3 10.3 3.1 1.8
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 4 4 0 16 16 0 28 28 17 25 25 25
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 5.6 2.5 4.3 0.0 2.1 0.2 0.3 0.0 1.8 0.8 0.8 1.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 20 20 20 31 31 31 0 0 0 4 4 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.5 0.0 2.5 0.0 0.0 0.1 0.0 0.0 0.0 0.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 26 0 26 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 7.8 0.0 3.3 0.0 0.4 0.3 1.1 1.3 0.0 1.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 46 0 46 0 0 0 10 10 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.1 0.0 3.0 0.0 0.4 0.2 0.5 0.5 0.0 1.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 42 0 42 0 0 0 6 6 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 1.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 0 30 0 30 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 3.9 0.0 0.0
A A A A
0.0
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.0 0.0 2.4
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.5
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 5.2
1.3
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 7.0 0.4
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Southbound Approach Intersection
Total
4th Avenue &
Carl Street
2.9 3.7 0.3 0.9
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
4th Avenue
1.7 1.3 5.2 5.8
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
10.1 8.8 2.0 0.0
B A
2040 No Build Conditions - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.3 6.0 7.1 11.7 0.0 3.1 0.9 2.8 0.0 0.0 0.0 9.2
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 52 52 85 85 0 56 0 56 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 3.8 2.3 1.3 3.1 1.6 0.4 9.9 5.4 3.8 12.3 13.8 4.6 2.5
Movement LOS A A A A A A A A A B B A A
Movement 95th Queue (ft) 39 39 3 19 19 0 41 41 35 27 27 27
Storage Bay Distance (ft) 0 0 300 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 6.0 0.0 2.3 4.3 0.0 1.7 0.3 0.7 0.3 1.7 1.1 0.0 1.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 17 17 17 20 20 20 0 0 0 6 6 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 3.9 0.0 0.0 0.0 0.0 0.1 2.4 0.1 0.0 0.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 17 0 17 0 0 0 5 5 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.1 0.0 3.2 0.0 0.8 0.3 1.3 0.8 0.0 1.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 35 0 35 0 0 0 10 10 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.3 0.0 2.6 0.0 0.6 0.4 0.9 0.4 0.0 0.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 34 0 34 0 0 0 18 18 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.1 0.1 0.0 0.0 0.0 3.9 0.0 0.0 0.0 0.0 0.0 0.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 0 29 0 29 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Southbound Approach
0.0
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.1 0.0 1.7
Intersection MOE Eastbound Approach Westbound Approach
0.6 0.5
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 4.5
0.8
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 4.6 0.7
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 3.9 0.0 0.2
A A A
Intersection
Total
4th Avenue &
Carl Street
3.0 3.3 0.6 1.2
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
4th Avenue
2.3 1.6 7.3 8.8
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.4 11.2 3.0 0.0
A B
2040 No Build Conditions - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 13.2 8.9 6.1 10.2 0.0 2.4 0.0 2.6 0.0 0.0 0.0 9.9
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 127 127 60 60 0 44 0 44 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.7 0.8 4.5 2.2 0.0 11.9 0.0 3.9 0.0 0.0 0.0 2.5
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 38 0 0 43 0 45 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 4.2 2.1 1.5 2.9 1.8 0.3 8.7 12.6 3.4 5.9 13.3 2.8 2.4
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 5 5 0 23 23 0 45 45 25 26 26 26
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.5 2.5 4.6 0.0 2.1 1.5 0.2 0.3 0.9 0.6 0.3 1.0
Movement LOS A B A A A A A A A A A A A
Movement 95th Queue (ft) 20 20 20 34 34 34 7 7 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.5 0.0 2.5 0.0 0.0 0.1 0.0 0.0 0.0 0.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 24 0 24 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 8.7 0.0 3.5 0.0 0.6 0.1 0.9 1.6 0.0 2.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 55 0 55 0 0 0 5 5 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.7 0.0 3.7 0.0 0.5 0.3 0.5 0.6 0.0 1.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 46 0 46 0 0 0 8 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.6 0.0 0.3 0.1 0.0 0.4 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 24 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.7 0.2 0.0 1.8 0.4 0.3 4.5 3.8 2.5 4.6 5.8 1.8 2.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 3 3 3 0 0 0 43 43 43 37 37 37
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 3.5 0.0 0.0
A A A A
5.0
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.4 0.7 3.7
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.6
0.6
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.2 0.5
Intersection MOE Eastbound Approach Westbound Approach
0.5 1.6
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 8.2
0.6
A A A A
Intersection MOE Eastbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.8 3.8 0.3
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.0 1.8 8.1 5.4
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.7 2.4 6.3 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
11.6 9.5 2.5 0.0
B A
2040 Build Conditions, PUD, No Carl Street Connection - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 10.8 6.4 7.7 12.2 0.0 3.6 0.6 3.3 0.0 0.0 0.0 9.7
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 51 51 108 108 0 60 0 60 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.8 0.8 4.8 2.6 0.0 14.2 0.0 4.2 0.0 0.0 0.0 2.7
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 50 0 0 37 0 41 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 4.8 2.7 1.6 3.2 2.2 0.6 12.9 7.1 5.3 12.3 13.4 4.3 3.5
Movement LOS A A A A A A B A A B B A A
Movement 95th Queue (ft) 40 40 3 18 18 0 73 73 36 23 23 23
Storage Bay Distance (ft) 0 0 300 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 5.5 0.0 2.3 4.8 0.0 1.8 1.0 0.8 0.4 0.8 0.7 0.0 0.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 15 15 15 26 26 26 5 5 0 8 8 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.1 0.0 0.0 0.0 0.1 0.0 2.8 0.1 0.0 0.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 15 0 15 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.6 0.0 3.8 0.0 1.2 0.4 1.7 1.0 0.0 1.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 50 0 50 0 0 0 16 16 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.1 0.0 3.6 0.0 0.9 0.6 1.4 0.4 0.0 1.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 44 0 44 0 0 3 24 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 280 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.4 0.1 0.0 0.3 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 22 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.8 0.3 0.1 2.0 0.3 0.1 4.4 3.5 2.8 4.4 5.9 2.5 2.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 8 8 8 52 52 52 40 40 40
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
4.8
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.3 0.6 3.4
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.3
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.3
0.6
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 5.9 0.8
Intersection MOE Eastbound Approach Westbound Approach
1.0 1.0
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 6.0
0.7
A A A A
Intersection MOE Eastbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 6.1 0.1 0.1
A A A
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.4 3.3 0.7
A A B A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.6 2.2 11.2 8.1
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.7 2.9 6.8 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
9.9 11.8 3.4 0.0
A B
2040 Build Conditions, PUD, No Carl Street Connection - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 12.1 7.7 5.9 10.2 0.0 2.5 0.0 2.4 0.0 0.0 0.0 9.3
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 85 85 64 64 0 44 0 44 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.3 0.9 3.1 1.9 0.0 10.4 0.0 3.3 0.0 0.0 0.0 2.0
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 15 0 0 46 0 29 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.5 1.9 1.2 2.6 1.4 0.8 7.3 12.5 3.3 8.1 12.6 2.5 2.0
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 12 12 0 16 16 0 27 27 21 28 28 28
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 6.5 2.9 4.9 9.8 2.1 1.0 1.1 0.1 0.8 1.2 0.2 2.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 43 43 43 33 33 33 12 12 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.2 0.0 3.4 0.0 0.1 0.0 1.9 0.4 0.0 1.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 47 0 47 0 0 0 17 17 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 8.6 0.0 3.5 0.0 0.5 0.2 1.6 1.6 0.0 2.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 59 0 59 0 0 0 9 9 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.8 0.0 3.8 0.0 0.4 0.2 0.8 0.6 0.0 1.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 50 0 50 0 0 0 11 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.2 0.0 0.3 0.0 0.0 0.4 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 23 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.6 0.5 0.1 0.0 0.1 0.1 4.2 5.0 0.0 4.5 6.2 2.1 4.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 6 6 6 0 0 0 50 50 50 42 42 42
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 4.1 0.1 1.3
A A A A
5.9
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.3 0.1 4.8
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.2
0.6
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.4 0.4
Intersection MOE Eastbound Approach Westbound Approach
0.5 1.6
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 8.2
1.2
A A A A
Intersection MOE Eastbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.1 4.4 1.0
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
1.8 1.4 6.7 6.0
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.3 1.9 7.2 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
10.5 9.4 2.5 0.0
B A
2040 Build Conditions, PUD, With Carl Street Connection - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 11.2 6.8 8.7 12.4 0.0 3.5 0.2 3.6 0.0 0.0 0.0 9.9
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 73 73 98 98 0 56 0 56 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.5 0.7 3.5 2.3 0.0 11.3 0.0 3.2 0.0 0.0 0.0 2.2
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 29 0 0 37 0 23 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 3.3 2.4 1.0 1.8 1.7 0.6 10.4 8.1 4.3 8.1 12.1 3.1 2.5
Movement LOS A A A A A A B A A A B A A
Movement 95th Queue (ft) 21 21 0 9 9 0 46 46 29 21 21 21
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 4.2 6.9 2.7 6.3 6.9 1.7 1.9 2.3 0.8 1.4 1.3 0.0 2.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 40 40 40 27 27 27 20 20 0 7 7 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.3 0.6 3.6 0.0 0.2 0.1 2.0 0.3 0.0 1.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 51 0 51 0 0 0 20 20 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 7.0 0.0 3.3 0.0 1.1 0.6 2.0 1.0 0.0 1.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 45 0 45 0 0 0 18 18 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.2 0.0 4.1 0.0 0.8 0.5 1.1 0.3 0.0 1.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 44 0 44 0 0 0 23 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.4 0.0 0.0 0.4 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 19 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.9 0.2 0.1 0.0 0.3 0.1 4.8 5.4 0.0 4.2 6.5 2.4 3.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 8 8 8 2 2 2 56 56 56 34 34 34
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
4.7
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.3 0.3 5.3
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.3
0.4
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 5.9 0.7
Intersection MOE Eastbound Approach Westbound Approach
1.0 1.1
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 6.0
1.3
A A A A
Intersection MOE Eastbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 3.5 0.2 1.2
A A A
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
2.9 5.4 1.9
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.3 1.7 8.5 6.7
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.4 2.4 8.1 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
10.3 12.0 3.5 0.0
B B
2040 Build Conditions, PUD, With Carl Street Connection - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 14.1 9.3 5.7 9.8 0.0 2.6 0.7 2.7 0.0 0.0 0.0 10.2
Movement LOS A B A A A A A A A A A A B
Movement 95th Queue (ft) 0 139 139 55 55 0 45 0 45 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 2.1 0.8 4.2 2.0 0.0 12.8 0.0 5.1 0.0 0.0 0.0 2.8
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 37 0 0 41 0 53 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.6 2.3 1.7 2.1 1.7 0.6 8.3 11.8 3.3 6.5 12.2 3.1 2.5
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 3 3 0 25 25 0 47 47 21 31 31 31
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 6.5 2.9 5.3 0.0 2.2 0.9 0.3 0.0 0.6 0.8 1.3 1.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 23 23 23 36 36 36 4 4 0 7 7 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 3.9 0.0 2.3 0.0 0.1 0.0 0.0 0.0 0.0 0.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 27 0 27 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 9.9 0.0 4.6 0.0 0.6 0.2 1.7 1.8 0.0 2.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 69 0 69 0 0 0 11 11 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 8.0 0.0 5.2 0.0 0.6 0.2 0.3 0.8 0.0 2.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 66 0 66 0 0 0 5 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.1 0.0 0.3 0.1 0.0 0.4 0.0 0.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 27 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.7 0.2 0.0 1.8 0.4 0.2 4.2 3.9 2.5 4.5 5.8 2.2 2.7
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 7 7 7 0 0 0 43 43 43 35 35 35
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 3.2 0.1 0.0
A A A A
5.2
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.5 0.6 3.8
Intersection MOE Eastbound Approach Westbound Approach
0.3 0.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.1
0.8
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 7.7 0.5
Intersection MOE Eastbound Approach Westbound Approach
0.6 1.8
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 9.4
0.8
A A A A
Intersection MOE Eastbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.8 4.4 0.3
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.2 1.7 7.9 5.7
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
2.1 2.2 6.9 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
12.4 9.0 2.6 0.0
B A
2040 Build Conditions, Yield, No Carl Street Connection - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 11.1 6.7 7.4 11.8 0.0 3.5 1.1 3.1 0.0 0.0 0.0 9.6
Movement LOS A B A A B A A A A A A A A
Movement 95th Queue (ft) 0 67 67 85 85 0 55 0 55 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.9 0.9 4.8 2.6 0.0 16.4 0.0 4.4 0.0 0.0 0.0 2.8
Movement LOS A A A A A A C A A A A A A
Movement 95th Queue (ft) 0 0 0 46 0 0 35 0 44 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 4.0 2.8 1.4 2.0 2.2 0.7 15.1 11.0 8.0 9.6 18.7 4.8 3.9
Movement LOS A A A A A A C B A A C A A
Movement 95th Queue (ft) 28 28 3 13 13 0 89 89 43 24 24 24
Storage Bay Distance (ft) 0 0 300 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 6.0 0.0 2.0 5.1 0.0 2.8 1.0 0.9 0.4 1.0 0.5 0.0 1.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 18 18 18 30 30 30 0 0 0 11 11 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.2 0.0 2.7 0.0 0.0 0.3
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 18 0 18 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 7.7 0.0 3.3 0.0 1.2 0.5 2.0 1.2 0.0 1.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 46 0 46 0 0 3 17 17 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 300 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.7 0.0 3.7 0.0 1.0 0.6 1.3 0.5 0.0 1.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 48 0 48 0 0 0 25 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.4 0.0 0.5 0.0 0.0 0.4 0.0 0.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 25 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.4 0.3 0.0 1.8 0.1 0.1 4.7 4.1 2.9 4.5 6.0 2.2 2.9
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 4 4 4 55 55 55 36 36 36
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
4.8
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.4 0.5 3.9
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.4
0.7
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.4 0.9
Intersection MOE Eastbound Approach Westbound Approach
1.1 1.2
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 6.7
0.6
A A A A
Intersection MOE Eastbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 4.0 0.2 0.1
A A A
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.1 3.9 0.8
A A B A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.6 2.2 13.9 8.8
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.8 3.0 7.1 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
10.1 11.4 3.4 0.0
B B
2040 Build Conditions, Yield, No Carl Street Connection - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 14.8 10.6 5.5 9.9 0.0 2.9 0.1 2.6 0.0 0.0 0.0 10.6
Movement LOS A B B A A A A A A A A A B
Movement 95th Queue (ft) 0 165 165 53 53 0 51 0 51 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.5 0.8 3.2 1.8 0.0 9.4 0.0 3.7 0.0 0.0 0.0 2.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 18 0 0 37 0 35 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 3.0 2.1 1.2 2.6 1.4 0.4 7.3 10.2 3.6 6.6 12.7 2.9 2.0
Movement LOS A A A A A A A B A A B A A
Movement 95th Queue (ft) 9 9 0 14 14 0 28 28 20 27 27 27
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 6.8 3.6 5.2 6.9 3.2 0.8 1.1 0.0 1.1 1.2 0.5 2.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 50 50 50 36 36 36 17 17 0 4 4 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 5.9 0.0 2.8 0.0 0.2 0.1 2.0 0.4 0.0 1.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 47 0 47 0 0 0 17 17 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 8.9 0.0 3.7 0.0 0.5 0.2 1.3 1.5 0.0 2.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 59 0 59 0 0 0 10 10 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 7.1 0.0 3.3 0.0 0.5 0.2 0.6 0.6 0.0 1.8
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 53 0 53 0 0 0 7 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.4 0.1 0.0 0.5 0.0 0.6
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 28 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 1.4 0.5 0.1 0.0 0.1 0.1 4.4 4.8 0.0 4.9 6.3 2.9 4.1
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 0 54 54 54 44 44 44
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
Century Trail &
Carl Street
0.0 3.5 0.2 1.4
A A A A
6.1
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.2 0.1 4.7
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.5
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.3
0.6
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 6.6 0.5
Intersection MOE Eastbound Approach Westbound Approach
0.5 1.5
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 8.3
1.2
A A A A
Intersection MOE Eastbound Approach
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.8 5.2 0.9
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.0 1.4 6.3 5.3
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.5 1.8 6.4 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
13.3 9.0 2.8 0.0
B A
2040 Build Conditions, Yield, With Carl Street Connection - AM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 11.0 7.0 8.1 12.9 0.0 3.5 0.5 3.4 0.0 0.0 0.0 10.1
Movement LOS A B A A B A A A A A A A B
Movement 95th Queue (ft) 0 81 81 108 108 0 58 0 58 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 1.5 0.8 3.9 2.3 0.0 11.9 0.0 3.3 0.0 0.0 0.0 2.2
Movement LOS A A A A A A B A A A A A A
Movement 95th Queue (ft) 0 0 0 28 0 0 34 0 25 0 0 0
Storage Bay Distance (ft) 0 0 0 250 0 0 200 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 3.5 2.4 1.2 2.6 1.7 0.8 10.4 7.7 3.3 9.9 12.1 3.1 2.5
Movement LOS A A A A A A B A A A B A A
Movement 95th Queue (ft) 30 30 0 17 17 0 43 43 29 23 23 23
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 25 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 6.7 2.9 3.0 5.7 6.8 2.1 1.9 2.2 0.9 1.2 1.5 0.0 2.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 43 43 43 27 27 27 21 21 0 6 6 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.6 0.4 3.9 0.0 0.2 0.1 2.0 0.4 0.0 2.0
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 56 0 56 0 0 0 22 22 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.5 0.0 3.6 0.0 1.1 0.6 1.5 0.9 0.0 1.4
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 45 0 45 0 0 0 13 13 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 6.0 0.0 3.8 0.0 0.9 0.5 1.0 0.4 0.0 1.2
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 41 0 41 0 0 0 25 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 200 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 0.0 0.0 0.0 0.0 0.0 2.4 0.0 0.5 0.0 0.0 0.4 0.0 0.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 0 0 0 0 0 24 0 0 0 0 0 0
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Movement Delay (sec/veh) 2.2 0.4 0.1 0.0 0.2 0.0 4.9 5.5 0.0 4.9 6.3 2.6 4.5
Movement LOS A A A A A A A A A A A A A
Movement 95th Queue (ft) 8 8 8 0 0 0 61 61 61 43 43 43
Storage Bay Distance (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Approach Delay (sec/veh)
Approach LOS
A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
5.8
A A A A
Northbound Approach Southbound Approach Intersection
Total
Robinson Drive &
Century Trail
0.4 0.1 5.4
Intersection MOE Eastbound Approach Westbound Approach
0.4 0.4
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
West Access
0.0 2.4
0.5
A A A A
Intersection MOE Eastbound Approach
Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Robinson Drive
0.0 5.8 0.8
Intersection MOE Eastbound Approach Westbound Approach
1.0 0.9
A A A A
Westbound Approach Northbound Approach Southbound Approach Intersection
Total
Sunset Avenue &
Century Trail
0.0 5.5
1.4
A A A A
Intersection MOE Eastbound Approach
Intersection
Total
Century Trail &
Carl Street
0.0 3.8 0.2 1.4
A A A
Northbound Approach Southbound Approach Intersection
Total
4th Avenue &
Carl Street
3.0 5.1 1.9
A A A A
Intersection MOE Eastbound Approach Westbound Approach
Southbound Approach Intersection
Total
Main Street &
4th Avenue
2.4 1.7 8.1 7.5
A A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach
Intersection
Total
Main Street &
North Access
1.4 2.4 7.9 0.0
A
A A
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach
Main Street &
Sunset Avenue
10.1 12.4 3.4 0.0
B B
2040 Build Conditions, Yield, With Carl Street Connection - PM Peak Hour
Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection
Total
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 1.9 0.0 0.0 0.0 0.0 0.6
Total Delay (hr)0.2 0.1 0.1 0.1 0.1 0.0 0.6
Total Del/Veh (s)2.2 1.4 3.4 2.0 7.5 2.9 2.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.0 0.0 1.4 0.0 6.5 3.1 0.6
Total Stops 0 0 25 0 45 31 101
Stop/Veh 0.00 0.00 0.37 0.00 1.00 1.00 0.12
Travel Dist (mi)150.3 77.7 32.2 108.7 6.2 4.3 379.4
Travel Time (hr)3.0 1.7 0.7 2.1 0.3 0.1 8.0
Avg Speed (mph)51 47 44 51 24 29 48
Fuel Used (gal)4.6 2.1 0.8 3.0 0.1 0.1 10.7
Fuel Eff. (mpg)33.0 37.4 40.1 35.7 50.2 53.9 35.5
HC Emissions (g)54 39 5 51 1 1 151
CO Emissions (g)2250 1174 177 1357 34 25 5019
NOx Emissions (g)266 154 40 231 3 3 697
Vehicles Entered 307 159 67 222 45 31 831
Vehicles Exited 306 159 66 224 45 31 831
Hourly Exit Rate 334 173 72 244 49 34 907
Input Volume 320 179 67 262 55 31 914
% of Volume 104 97 108 93 89 109 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1274
Occupancy (veh) 3 2 1 2 0 0 9
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.4 0.3 2.1 0.0 0.0 0.5 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.0 1.4 1.3 1.0 0.0 5.6 10.5 3.0 3.8 9.7 1.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 0.4 0.0 0.0 4.8 3.8 3.5 3.0 4.5 2.3
Total Stops 0 0 0 1 0 0 14 1 8 4 6 14
Stop/Veh 0.00 0.00 0.17 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)0.1 150.7 22.6 2.6 108.4 0.7 6.8 0.7 3.6 0.8 1.2 2.9
Travel Time (hr)0.0 2.9 0.5 0.1 2.1 0.0 0.2 0.0 0.1 0.0 0.0 0.1
Avg Speed (mph)44 51 48 46 52 52 38 43 39 33 30 35
Fuel Used (gal)0.0 4.1 0.6 0.1 3.2 0.0 0.2 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)38.5 36.4 40.9 39.8 33.7 39.5 34.8 41.1 37.6 36.0 49.9 44.6
HC Emissions (g)0 43 8 0 48 0 1 0 1 0 0 0
CO Emissions (g)0 1276 198 24 1624 6 65 5 28 10 5 13
NOx Emissions (g)0 253 39 3 223 1 8 1 4 1 1 2
Vehicles Entered 0 302 45 6 259 2 14 1 7 4 6 14
Vehicles Exited 0 303 45 6 259 2 14 1 8 4 6 14
Hourly Exit Rate 0 331 49 7 283 2 15 1 9 4 7 15
Input Volume 1 309 45 7 294 1 15 1 5 5 7 15
% of Volume 0 107 108 96 96 218 99 109 166 83 96 99
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 3 1 0 2 0 0 0 0 0 0 0
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.3
Total Del/Veh (s)1.8
Stop Delay (hr)0.0
Stop Del/Veh (s)0.3
Total Stops 48
Stop/Veh 0.07
Travel Dist (mi)301.0
Travel Time (hr)6.0
Avg Speed (mph)50
Fuel Used (gal)8.4
Fuel Eff. (mpg)35.8
HC Emissions (g)102
CO Emissions (g)3254
NOx Emissions (g)536
Vehicles Entered 660
Vehicles Exited 662
Hourly Exit Rate 722
Input Volume 707
% of Volume 102
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)2442
Occupancy (veh)7
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 2.1 0.0 0.0 0.0 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.8 2.1 4.6 2.1 0.3 0.2 0.0 0.2 0.8 0.1 1.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.5 2.4 2.9 2.3 0.0 0.0 0.0 0.0 0.1 0.0 0.7
Total Stops 1 4 14 5 0 0 0 0 0 0 24
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24
Travel Dist (mi)0.2 1.5 1.2 0.4 0.7 7.8 1.2 1.5 26.3 1.0 41.9
Travel Time (hr)0.0 0.1 0.1 0.0 0.0 0.2 0.0 0.0 0.6 0.0 1.0
Avg Speed (mph)24 27 19 20 46 49 46 40 44 42 41
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 1.0 0.0 1.5
Fuel Eff. (mpg)33.3 40.4 40.2 42.1 43.9 37.1 41.4 27.7 25.3 26.7 28.5
HC Emissions (g)0 0 0 0 0 1 0 0 18 0 20
CO Emissions (g)0 3 4 1 3 49 4 31 809 23 928
NOx Emissions (g)0 1 0 0 1 10 1 2 65 1 82
Vehicles Entered 1 4 14 5 1 16 2 3 53 2 101
Vehicles Exited 1 4 14 5 1 16 2 3 53 2 101
Hourly Exit Rate 1 4 15 5 1 17 2 3 58 2 110
Input Volume 1 4 17 4 1 15 2 3 56 1 106
% of Volume 109 102 90 128 109 114 96 100 102 218 104
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)11746
Occupancy (veh) 0 0 0 0 0 0 0 0 1 0 1
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.8 2.1 0.0 0.1 0.0 0.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.3 2.2 0.0 0.0 0.0 0.5
Total Stops 4 2 0 0 0 6
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.24
Travel Dist (mi)0.4 0.2 0.6 0.2 0.6 1.9
Travel Time (hr)0.0 0.0 0.0 0.0 0.0 0.1
Avg Speed (mph)20 20 29 23 29 25
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)44.7 43.1 33.8 46.1 31.8 36.6
HC Emissions (g)0 0 0 0 0 0
CO Emissions (g)1 0 1 0 5 8
NOx Emissions (g)0 0 0 0 0 1
Vehicles Entered 4 2 7 2 10 25
Vehicles Exited 4 2 7 2 10 25
Hourly Exit Rate 4 2 8 2 11 27
Input Volume 3 1 10 1 15 31
% of Volume 133 218 76 218 71 89
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.2 4.0 0.0 0.1 0.1
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.1 0.2
Total Del/Veh (s)6.7 2.8 0.3 0.1 0.9 1.0 1.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.1 2.7 0.0 0.0 0.5 0.0 0.4
Total Stops 31 7 0 0 1 0 39
Stop/Veh 0.97 1.00 0.00 0.00 0.20 0.00 0.09
Travel Dist (mi)2.3 0.5 31.2 1.7 1.6 95.4 132.7
Travel Time (hr)0.2 0.0 0.6 0.0 0.0 1.9 2.7
Avg Speed (mph)15 18 54 48 43 51 49
Fuel Used (gal)0.1 0.0 0.9 0.0 0.0 3.0 4.1
Fuel Eff. (mpg)42.0 38.2 34.2 37.8 40.0 31.8 32.6
HC Emissions (g)0 0 8 0 0 48 57
CO Emissions (g)7 2 357 13 8 1739 2126
NOx Emissions (g)1 0 52 2 2 209 265
Vehicles Entered 31 7 81 4 5 326 454
Vehicles Exited 31 7 81 4 5 325 453
Hourly Exit Rate 34 8 88 4 5 355 494
Input Volume 35 8 95 3 8 356 505
% of Volume 96 98 93 133 70 100 98
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2166
Occupancy (veh) 0 0 1 0 0 2 3
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.4 2.3 0.3 0.0 0.4 0.3 0.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.7 2.5 0.0 0.0 0.1 0.0 0.4
Total Stops 25 10 0 0 0 0 35
Stop/Veh 0.96 1.00 0.00 0.00 0.00 0.00 0.10
Travel Dist (mi)2.8 1.1 25.6 1.1 0.4 31.4 62.4
Travel Time (hr)0.1 0.1 0.5 0.0 0.0 0.6 1.3
Avg Speed (mph)19 21 53 47 37 52 47
Fuel Used (gal)0.1 0.0 0.8 0.0 0.0 1.1 2.1
Fuel Eff. (mpg)40.2 38.8 32.1 39.8 47.3 27.9 30.3
HC Emissions (g)1 0 7 0 0 18 25
CO Emissions (g)17 4 333 8 4 843 1207
NOx Emissions (g)2 0 43 1 0 68 115
Vehicles Entered 26 10 85 3 3 223 350
Vehicles Exited 25 10 85 4 3 222 349
Hourly Exit Rate 27 11 93 4 3 242 381
Input Volume 30 11 96 7 5 241 390
% of Volume 91 98 97 64 62 100 98
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)3680
Occupancy (veh) 0 0 1 0 0 1 1
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBT EBR NBL NBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)0.0 0.0 3.6 0.0 0.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 2.3 0.0 0.5
Total Stops 0 0 4 0 4
Stop/Veh 0.00 0.00 1.00 0.00 0.24
Travel Dist (mi)0.2 0.2 0.2 0.2 0.8
Travel Time (hr)0.0 0.0 0.0 0.0 0.0
Avg Speed (mph)29 23 17 29 23
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)36.1 48.5 46.7 34.1 40.3
HC Emissions (g)0 0 0 0 0
CO Emissions (g)0 0 0 0 1
NOx Emissions (g)0 0 0 0 0
Vehicles Entered 5 2 4 6 17
Vehicles Exited 5 2 4 6 17
Hourly Exit Rate 5 2 4 7 19
Input Volume 7 5 7 4 23
% of Volume 80 41 64 153 80
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0
SimTraffic Performance Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.6
Total Delay (hr)1.2
Total Del/Veh (s)89.1
Stop Delay (hr)0.3
Stop Del/Veh (s)22.6
Total Stops 257
Stop/Veh 5.47
Travel Dist (mi)920.1
Travel Time (hr)19.2
Avg Speed (mph)48
Fuel Used (gal)26.8
Fuel Eff. (mpg)34.4
HC Emissions (g)356
CO Emissions (g)12542
NOx Emissions (g)1696
Vehicles Entered 1043
Vehicles Exited 32
Hourly Exit Rate 35
Input Volume 2677
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)2592
Occupancy (veh)21
Queuing and Blocking Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served R L LR
Maximum Queue (ft)8 53 52
Average Queue (ft)0 16 22
95th Queue (ft)5 42 45
Link Distance (ft)672
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 270 250
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement WB NB NB SB
Directions Served LT LT R LTR
Maximum Queue (ft)12 36 33 21
Average Queue (ft)0 8 5 9
95th Queue (ft)6 25 22 22
Link Distance (ft)2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)2 1
Queuing Penalty (veh)0 0
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB
Directions Served LTR LTR
Maximum Queue (ft)23 28
Average Queue (ft)4 10
95th Queue (ft)17 29
Link Distance (ft)2029 444
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)6
95th Queue (ft)24
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)56 15
Average Queue (ft)20 1
95th Queue (ft)43 8
Link Distance (ft)528 1722
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)42 5
Average Queue (ft)17 0
95th Queue (ft)38 4
Link Distance (ft)1031 689
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Existing AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_AM.syn
Intersection: 125: Century Tr & Robinson Dr
Movement NB
Directions Served LR
Maximum Queue (ft)31
Average Queue (ft)4
95th Queue (ft)20
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 1.9 0.0 0.0 0.0 0.0 0.0 0.3
Total Delay (hr)0.1 0.0 0.0 0.3 0.4 0.0 0.1 1.0
Total Del/Veh (s)1.7 0.8 3.6 3.1 11.8 0.6 6.0 3.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.3 0.0 0.1 0.4
Stop Del/Veh (s)0.0 0.0 1.4 0.0 10.0 0.0 5.9 1.5
Total Stops 0 0 16 0 117 0 35 168
Stop/Veh 0.00 0.00 0.38 0.00 0.99 0.00 1.00 0.17
Travel Dist (mi)149.6 37.5 20.0 186.5 16.3 0.2 4.8 414.8
Travel Time (hr)2.9 0.8 0.5 3.8 0.8 0.0 0.2 9.0
Avg Speed (mph)52 49 43 50 19 47 24 46
Fuel Used (gal)4.5 1.0 0.5 5.1 0.3 0.0 0.1 11.5
Fuel Eff. (mpg)33.3 37.7 40.8 36.3 52.0 44.2 53.3 36.0
HC Emissions (g)46 15 6 75 2 0 1 144
CO Emissions (g)2029 483 148 2004 59 1 33 4756
NOx Emissions (g)249 65 30 359 7 0 4 715
Vehicles Entered 305 76 41 383 117 2 35 959
Vehicles Exited 306 77 41 384 117 2 34 961
Hourly Exit Rate 334 84 45 419 128 2 37 1048
Input Volume 337 87 45 404 122 2 35 1033
% of Volume 99 97 100 104 104 109 105 102
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)1125
Occupancy (veh) 3 1 1 4 1 0 0 10
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.1 0.3 0.4 2.5 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.2 2.3 1.3 2.5 1.5 0.7 8.0 7.5 2.7 10.4 11.8 2.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.1 0.0 0.0 1.4 0.0 0.0 6.9 3.5 2.8 9.7 5.6 3.1
Total Stops 4 0 0 2 0 0 27 9 8 2 5 9
Stop/Veh 0.33 0.00 0.00 0.33 0.00 0.00 1.00 0.69 1.00 1.00 1.00 1.00
Travel Dist (mi)6.0 153.0 12.3 2.3 162.4 1.4 13.5 5.5 4.0 0.5 1.1 1.9
Travel Time (hr)0.1 3.0 0.3 0.1 3.2 0.0 0.4 0.1 0.1 0.0 0.0 0.1
Avg Speed (mph)45 51 49 44 52 50 37 40 42 27 28 34
Fuel Used (gal)0.1 4.2 0.3 0.1 4.8 0.0 0.3 0.1 0.1 0.0 0.0 0.0
Fuel Eff. (mpg)40.1 36.5 41.4 40.5 33.8 37.3 38.6 38.7 40.4 43.4 42.7 39.2
HC Emissions (g)1 40 1 0 73 0 7 1 0 0 0 0
CO Emissions (g)23 1239 47 18 2521 16 165 33 21 2 11 15
NOx Emissions (g)7 248 13 3 328 2 27 6 4 0 1 2
Vehicles Entered 12 307 25 5 388 3 27 13 8 2 5 9
Vehicles Exited 12 307 25 6 389 3 27 13 8 2 5 9
Hourly Exit Rate 13 335 27 7 424 3 29 14 9 2 5 10
Input Volume 13 337 23 7 412 4 29 15 12 3 4 9
% of Volume 99 99 118 90 103 82 101 96 71 73 136 106
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 3 0 0 3 0 0 0 0 0 0 0
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.2
Total Delay (hr)0.5
Total Del/Veh (s)2.2
Stop Delay (hr)0.1
Stop Del/Veh (s)0.4
Total Stops 66
Stop/Veh 0.08
Travel Dist (mi)363.8
Travel Time (hr)7.4
Avg Speed (mph)50
Fuel Used (gal)10.2
Fuel Eff. (mpg)35.6
HC Emissions (g)124
CO Emissions (g)4109
NOx Emissions (g)640
Vehicles Entered 804
Vehicles Exited 806
Hourly Exit Rate 879
Input Volume 869
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1998
Occupancy (veh)8
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.3 0.2 2.0 0.0 0.0 0.4
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.1 1.7 4.0 1.5 0.8 0.6 0.3 0.8 1.1 1.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.9 1.9 2.5 1.8 0.0 0.0 0.0 0.2 0.1 0.3
Total Stops 1 2 7 2 0 0 0 0 0 12
Stop/Veh 1.00 0.67 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.10
Travel Dist (mi)0.3 1.0 0.6 0.1 1.4 22.2 9.4 4.5 13.7 53.2
Travel Time (hr)0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.3 1.2
Avg Speed (mph)26 27 19 20 44 49 46 40 45 44
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.6 0.2 0.2 0.5 1.6
Fuel Eff. (mpg)38.8 34.6 47.4 42.5 39.7 36.3 40.9 26.2 26.0 32.7
HC Emissions (g)0 0 0 0 0 9 1 2 7 20
CO Emissions (g)1 2 1 0 8 250 54 109 379 804
NOx Emissions (g)0 0 0 0 1 42 10 7 29 90
Vehicles Entered 1 3 7 2 3 44 19 9 28 116
Vehicles Exited 1 2 7 2 3 45 19 9 28 116
Hourly Exit Rate 1 2 8 2 3 49 21 10 31 127
Input Volume 1 3 5 2 4 53 20 8 28 125
% of Volume 109 73 145 109 82 92 105 119 109 102
Denied Entry Before 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)9925
Occupancy (veh) 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
112: Century Tr & Carl St Performance by movement
Movement WBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.9 0.1 0.1 1.7 0.0 0.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.9 0.0 0.0 0.0 0.0 0.1
Total Stops 2 0 0 0 0 2
Stop/Veh 1.00 0.00 0.00 0.00 0.00 0.04
Travel Dist (mi)0.2 2.3 0.3 0.1 0.9 3.7
Travel Time (hr)0.0 0.1 0.0 0.0 0.0 0.1
Avg Speed (mph)19 29 23 23 29 28
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)41.7 36.8 50.1 40.3 32.6 36.5
HC Emissions (g)0 1 0 0 0 1
CO Emissions (g)0 12 0 0 4 17
NOx Emissions (g)0 2 0 0 0 3
Vehicles Entered 2 36 3 1 12 54
Vehicles Exited 2 36 3 1 12 54
Hourly Exit Rate 2 39 3 1 13 59
Input Volume 2 39 3 1 15 60
% of Volume 109 100 109 109 88 98
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.3 2.8 0.0 0.0 0.4
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.4 2.8 0.8 0.3 1.2 0.5 0.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)4.9 3.0 0.0 0.0 0.8 0.0 0.2
Total Stops 9 12 0 0 3 0 24
Stop/Veh 1.00 1.00 0.00 0.00 0.30 0.00 0.06
Travel Dist (mi)0.8 1.1 83.3 11.4 2.9 41.6 141.1
Travel Time (hr)0.0 0.1 1.6 0.3 0.1 0.8 2.8
Avg Speed (mph)17 19 53 48 43 52 51
Fuel Used (gal)0.0 0.0 2.5 0.3 0.1 1.3 4.2
Fuel Eff. (mpg)40.5 40.7 33.5 38.4 36.7 32.2 33.6
HC Emissions (g)0 0 35 9 1 16 61
CO Emissions (g)1 3 1257 230 37 659 2187
NOx Emissions (g)0 0 165 30 4 80 279
Vehicles Entered 9 12 217 30 10 133 411
Vehicles Exited 9 12 217 30 9 134 411
Hourly Exit Rate 10 13 237 33 10 146 448
Input Volume 10 13 235 31 11 149 449
% of Volume 96 99 101 105 87 98 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2105
Occupancy (veh) 0 0 2 0 0 1 3
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.0 2.7 0.6 0.4 0.7 0.2 0.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.5 2.9 0.0 0.0 0.4 0.0 0.2
Total Stops 15 5 0 0 3 0 23
Stop/Veh 1.00 1.00 0.00 0.00 0.25 0.00 0.06
Travel Dist (mi)1.9 0.6 58.3 11.4 1.7 15.0 89.0
Travel Time (hr)0.1 0.0 1.1 0.2 0.0 0.3 1.8
Avg Speed (mph)21 22 52 47 37 52 49
Fuel Used (gal)0.0 0.0 1.8 0.3 0.0 0.5 2.7
Fuel Eff. (mpg)42.4 43.0 32.8 39.6 41.7 28.2 32.9
HC Emissions (g)0 0 21 4 0 6 33
CO Emissions (g)4 1 819 141 22 371 1358
NOx Emissions (g)1 0 111 20 1 27 160
Vehicles Entered 14 5 196 34 12 107 368
Vehicles Exited 15 5 197 34 12 107 370
Hourly Exit Rate 16 5 215 37 13 117 404
Input Volume 18 5 209 38 14 118 403
% of Volume 92 103 103 97 95 99 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2683
Occupancy (veh) 0 0 1 0 0 0 2
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBT EBR NBL NBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)0.0 0.1 4.0 0.1 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 2.4 0.0 0.2
Total Stops 0 0 5 0 5
Stop/Veh 0.00 0.00 1.00 0.00 0.08
Travel Dist (mi)1.6 0.6 0.3 0.4 2.9
Travel Time (hr)0.1 0.0 0.0 0.0 0.1
Avg Speed (mph)30 23 17 30 26
Fuel Used (gal)0.0 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)35.9 49.2 53.2 36.2 39.5
HC Emissions (g)1 0 0 0 1
CO Emissions (g)9 1 0 2 12
NOx Emissions (g)1 0 0 0 2
Vehicles Entered 38 8 5 12 63
Vehicles Exited 38 8 5 12 63
Hourly Exit Rate 41 9 5 13 69
Input Volume 42 10 7 13 72
% of Volume 99 85 75 104 95
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0
SimTraffic Performance Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.5
Total Delay (hr)1.7
Total Del/Veh (s)42.4
Stop Delay (hr)0.6
Stop Del/Veh (s)14.1
Total Stops 300
Stop/Veh 2.08
Travel Dist (mi)1068.4
Travel Time (hr)22.5
Avg Speed (mph)48
Fuel Used (gal)30.4
Fuel Eff. (mpg)35.1
HC Emissions (g)383
CO Emissions (g)13243
NOx Emissions (g)1889
Vehicles Entered 1173
Vehicles Exited 125
Hourly Exit Rate 136
Input Volume 3011
% of Volume 5
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)2213
Occupancy (veh)24
Queuing and Blocking Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement WB NB
Directions Served L LR
Maximum Queue (ft)42 107
Average Queue (ft)11 43
95th Queue (ft)34 85
Link Distance (ft)672
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)36 30 62 38 25
Average Queue (ft)4 2 18 6 8
95th Queue (ft)20 13 42 24 22
Link Distance (ft)2581 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)6 1
Queuing Penalty (veh)1 0
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB SB
Directions Served LTR LTR LT
Maximum Queue (ft)23 23 10
Average Queue (ft)3 6 0
95th Queue (ft)14 22 5
Link Distance (ft)2029 444 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)22
Average Queue (ft)1
95th Queue (ft)12
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)28 26
Average Queue (ft)13 2
95th Queue (ft)31 12
Link Distance (ft)528 1722
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)28 26
Average Queue (ft)12 3
95th Queue (ft)31 15
Link Distance (ft)1031 689
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Existing PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\EXISTING\EXIST_PM.syn
Intersection: 125: Century Tr & Robinson Dr
Movement NB
Directions Served LR
Maximum Queue (ft)31
Average Queue (ft)5
95th Queue (ft)23
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)0.9 0.3 0.1 0.6 0.0 0.0 2.0
Total Del/Veh (s)10.5 6.4 4.4 8.7 1.6 1.6 8.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.2 0.2 0.2 0.1 0.3 0.2 0.2
Total Stops 17 12 4 7 8 4 52
Stop/Veh 0.05 0.07 0.06 0.03 0.15 0.13 0.06
Travel Dist (mi)156.5 81.4 30.1 122.5 7.2 4.2 401.8
Travel Time (hr)3.9 2.0 0.7 2.9 0.2 0.1 9.8
Avg Speed (mph)41 41 43 43 34 34 41
Fuel Used (gal)3.8 1.9 0.7 2.9 0.1 0.1 9.6
Fuel Eff. (mpg)40.9 41.9 43.1 42.3 55.6 52.1 42.0
HC Emissions (g)54 27 4 34 1 1 122
CO Emissions (g)1840 892 138 866 31 35 3802
NOx Emissions (g)220 113 33 171 4 4 545
Vehicles Entered 322 168 63 257 53 31 894
Vehicles Exited 321 167 63 256 53 31 891
Hourly Exit Rate 350 182 69 279 58 34 972
Input Volume 333 188 70 273 58 33 955
% of Volume 105 97 99 102 99 102 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)546
Occupancy (veh) 4 2 1 3 0 0 11
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.4 0.3 3.0 0.0 0.0 0.5 0.1 0.1 0.1
Total Delay (hr)0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.1 1.6 1.1 2.1 1.1 0.1 5.3 8.0 3.1 4.7 9.8 2.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.4 0.0 0.0 1.4 0.0 0.0 4.7 3.7 3.9 3.9 4.2 2.5
Total Stops 0 0 0 3 1 0 16 2 5 4 9 12
Stop/Veh 0.00 0.00 0.00 0.43 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)0.9 155.5 21.5 3.1 119.9 0.9 7.7 0.8 2.5 0.7 1.8 2.4
Travel Time (hr)0.0 3.0 0.4 0.1 2.3 0.0 0.2 0.0 0.1 0.0 0.1 0.1
Avg Speed (mph)46 52 49 45 52 48 38 39 40 31 30 34
Fuel Used (gal)0.0 4.3 0.5 0.1 3.6 0.0 0.2 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)40.6 36.1 39.8 38.6 33.5 42.2 35.2 35.8 35.2 43.4 42.3 41.4
HC Emissions (g)0 55 12 0 45 0 1 0 0 0 0 0
CO Emissions (g)3 1552 272 22 1724 5 69 9 22 6 15 20
NOx Emissions (g)1 291 48 4 223 1 9 1 3 1 1 2
Vehicles Entered 2 313 43 7 287 2 16 2 5 4 9 12
Vehicles Exited 2 312 43 7 286 2 16 2 5 4 9 12
Hourly Exit Rate 2 340 47 8 312 2 17 2 5 4 10 13
Input Volume 2 322 47 8 306 2 16 2 6 6 8 16
% of Volume 96 106 99 98 102 96 107 96 94 75 126 80
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 3 0 0 2 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.3
Total Del/Veh (s)1.6
Stop Delay (hr)0.1
Stop Del/Veh (s)0.3
Total Stops 52
Stop/Veh 0.07
Travel Dist (mi)317.7
Travel Time (hr)6.3
Avg Speed (mph)51
Fuel Used (gal)9.0
Fuel Eff. (mpg)35.3
HC Emissions (g)116
CO Emissions (g)3721
NOx Emissions (g)584
Vehicles Entered 702
Vehicles Exited 700
Hourly Exit Rate 764
Input Volume 742
% of Volume 103
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)2332
Occupancy (veh)7
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 1.8 0.0 0.0 0.0 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)5.5 2.2 4.3 1.8 0.3 0.2 0.1 3.1 0.9 1.3 1.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.7 2.4 2.7 2.1 0.0 0.0 0.0 0.6 0.1 0.2 0.7
Total Stops 2 7 14 5 0 0 0 0 0 0 28
Stop/Veh 1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.25
Travel Dist (mi)0.6 2.7 1.2 0.5 0.9 7.3 1.6 1.7 27.3 1.4 45.1
Travel Time (hr)0.0 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.6 0.0 1.1
Avg Speed (mph)28 27 19 20 44 49 48 40 44 42 41
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.2 0.0 0.1 1.1 0.1 1.6
Fuel Eff. (mpg)48.6 38.3 43.8 40.5 42.2 37.1 40.5 26.2 24.9 27.7 28.4
HC Emissions (g)0 0 0 0 0 1 0 1 26 0 28
CO Emissions (g)1 5 3 1 5 46 7 41 949 35 1093
NOx Emissions (g)0 1 0 0 1 9 2 3 84 2 103
Vehicles Entered 2 7 14 6 2 15 3 3 57 3 112
Vehicles Exited 2 7 14 5 2 15 3 3 56 3 110
Hourly Exit Rate 2 8 15 5 2 16 3 3 61 3 120
Input Volume 2 5 18 5 2 16 3 4 60 2 119
% of Volume 96 145 85 103 96 100 100 77 102 144 101
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)10806
Occupancy (veh) 0 0 0 0 0 0 0 0 1 0 1
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.1 2.1 0.0 0.0 0.0 0.6
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.5 2.2 0.0 0.0 0.0 0.4
Total Stops 4 2 0 0 0 6
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.18
Travel Dist (mi)0.4 0.2 0.6 0.2 0.9 2.3
Travel Time (hr)0.0 0.0 0.0 0.0 0.0 0.1
Avg Speed (mph)20 21 29 24 30 26
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)40.2 43.8 35.9 52.3 31.6 36.2
HC Emissions (g)0 0 0 0 0 0
CO Emissions (g)1 0 1 0 6 8
NOx Emissions (g)0 0 0 0 0 1
Vehicles Entered 4 2 8 3 16 33
Vehicles Exited 4 2 8 3 16 33
Hourly Exit Rate 4 2 9 3 17 36
Input Volume 4 2 11 2 16 36
% of Volume 102 96 79 144 107 99
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.2 3.1 0.1 0.1 0.1
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.1 0.2
Total Del/Veh (s)6.4 2.8 0.5 0.2 0.7 1.0 1.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.7 3.0 0.0 0.0 0.2 0.0 0.4
Total Stops 32 9 0 0 1 0 42
Stop/Veh 1.00 1.00 0.00 0.00 0.14 0.00 0.09
Travel Dist (mi)2.5 0.7 33.4 1.2 2.1 96.6 136.6
Travel Time (hr)0.2 0.0 0.6 0.0 0.1 1.9 2.8
Avg Speed (mph)16 18 54 50 42 51 49
Fuel Used (gal)0.1 0.0 1.0 0.0 0.1 3.0 4.2
Fuel Eff. (mpg)40.6 42.3 34.3 37.6 37.4 32.1 32.9
HC Emissions (g)0 0 9 0 0 44 54
CO Emissions (g)7 2 374 11 24 1668 2086
NOx Emissions (g)1 0 54 1 2 199 258
Vehicles Entered 32 9 87 3 7 333 471
Vehicles Exited 32 9 87 3 7 332 470
Hourly Exit Rate 35 10 95 3 8 362 513
Input Volume 38 9 99 4 9 371 529
% of Volume 93 111 96 77 87 98 97
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2096
Occupancy (veh) 0 0 1 0 0 2 3
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.7 2.4 0.4 0.2 0.4 0.3 0.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.9 2.4 0.0 0.0 0.2 0.0 0.3
Total Stops 24 10 0 0 0 0 34
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.09
Travel Dist (mi)2.6 1.2 27.5 2.3 0.6 31.8 66.1
Travel Time (hr)0.1 0.1 0.5 0.0 0.0 0.6 1.4
Avg Speed (mph)19 21 52 47 37 52 47
Fuel Used (gal)0.1 0.0 0.9 0.1 0.0 1.1 2.2
Fuel Eff. (mpg)39.2 36.1 32.2 37.4 39.4 27.7 30.3
HC Emissions (g)0 0 7 0 0 16 23
CO Emissions (g)10 4 352 19 10 840 1236
NOx Emissions (g)1 0 44 3 1 64 113
Vehicles Entered 24 10 89 7 5 225 360
Vehicles Exited 24 10 89 7 5 225 360
Hourly Exit Rate 26 11 97 8 5 245 393
Input Volume 32 12 100 8 6 251 409
% of Volume 81 90 98 98 94 98 96
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)3477
Occupancy (veh) 0 0 1 0 0 1 2
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBT EBR NBL NBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)0.0 0.0 4.2 0.0 0.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 2.5 0.0 0.5
Total Stops 0 0 4 0 4
Stop/Veh 0.00 0.00 1.00 0.00 0.19
Travel Dist (mi)0.3 0.3 0.2 0.2 1.0
Travel Time (hr)0.0 0.0 0.0 0.0 0.0
Avg Speed (mph)29 23 17 29 23
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)34.4 50.3 49.5 36.8 41.6
HC Emissions (g)0 0 0 0 0
CO Emissions (g)1 0 0 0 2
NOx Emissions (g)0 0 0 0 0
Vehicles Entered 8 4 4 5 21
Vehicles Exited 8 4 4 5 21
Hourly Exit Rate 9 4 4 5 23
Input Volume 8 6 8 6 27
% of Volume 112 75 56 98 85
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0
SimTraffic Performance Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Total Zone Performance
Denied Delay (hr)0.1
Denied Del/Veh (s)0.3
Total Delay (hr)2.6
Total Del/Veh (s)191.4
Stop Delay (hr)0.2
Stop Del/Veh (s)15.8
Total Stops 218
Stop/Veh 4.45
Travel Dist (mi)970.7
Travel Time (hr)21.6
Avg Speed (mph)45
Fuel Used (gal)26.6
Fuel Eff. (mpg)36.5
HC Emissions (g)344
CO Emissions (g)11947
NOx Emissions (g)1604
Vehicles Entered 1120
Vehicles Exited 28
Hourly Exit Rate 31
Input Volume 2817
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)2079
Occupancy (veh)23
Queuing and Blocking Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)62 57 37
Average Queue (ft)18 11 10
95th Queue (ft)50 42 32
Link Distance (ft)2565 2478 664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)10 42 31 20 21
Average Queue (ft)1 3 10 3 9
95th Queue (ft)10 18 27 14 23
Link Distance (ft)2581 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)2 0
Queuing Penalty (veh)0 0
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB SB
Directions Served LTR LTR LT
Maximum Queue (ft)28 27 10
Average Queue (ft)6 12 0
95th Queue (ft)22 30 5
Link Distance (ft)2029 444 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)5
95th Queue (ft)23
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)50 20
Average Queue (ft)20 1
95th Queue (ft)41 9
Link Distance (ft)528 1722
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)41 10
Average Queue (ft)17 0
95th Queue (ft)36 5
Link Distance (ft)1031 689
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 125: Century Tr & Robinson Dr
Movement NB
Directions Served LR
Maximum Queue (ft)31
Average Queue (ft)5
95th Queue (ft)24
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)0.9 0.1 0.1 1.2 0.1 0.0 0.0 2.4
Total Del/Veh (s)9.6 5.1 6.6 10.6 2.9 0.6 2.8 8.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.1 0.1 0.9 0.4 0.9 0.0 0.9 0.4
Total Stops 12 2 5 41 28 0 8 96
Stop/Veh 0.04 0.02 0.14 0.10 0.25 0.00 0.20 0.09
Travel Dist (mi)158.9 42.7 17.1 191.1 15.4 0.1 5.5 430.9
Travel Time (hr)3.8 1.0 0.4 4.7 0.5 0.0 0.2 10.7
Avg Speed (mph)42 42 40 41 31 47 31 41
Fuel Used (gal)4.0 1.1 0.4 4.3 0.3 0.0 0.1 10.1
Fuel Eff. (mpg)40.2 40.6 44.4 44.2 58.6 38.6 55.7 42.8
HC Emissions (g)61 21 3 61 3 0 2 150
CO Emissions (g)2062 613 77 1422 73 2 39 4289
NOx Emissions (g)245 76 18 275 10 0 5 630
Vehicles Entered 326 87 36 399 113 2 40 1003
Vehicles Exited 329 88 35 401 112 2 41 1008
Hourly Exit Rate 359 96 38 437 122 2 45 1100
Input Volume 351 91 47 421 127 2 37 1076
% of Volume 102 106 81 104 96 109 120 102
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)501
Occupancy (veh) 4 1 0 5 1 0 0 12
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.4 2.1 0.0 0.0 0.0 0.2 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.4 2.0 1.1 1.6 1.5 0.5 7.4 6.7 3.1 5.9 12.1 3.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.8 0.0 0.0 0.8 0.0 0.0 6.4 3.2 3.2 5.2 6.5 3.9
Total Stops 3 1 0 2 0 0 30 6 12 4 4 10
Stop/Veh 0.23 0.00 0.00 0.29 0.00 0.00 1.00 0.55 0.92 1.00 1.00 1.00
Travel Dist (mi)6.5 166.9 9.3 3.0 165.7 2.4 14.9 4.4 6.4 0.8 0.9 2.1
Travel Time (hr)0.1 3.2 0.2 0.1 3.3 0.1 0.4 0.1 0.2 0.0 0.0 0.1
Avg Speed (mph)45 51 49 45 52 51 38 40 40 30 28 33
Fuel Used (gal)0.2 4.6 0.2 0.1 4.9 0.1 0.4 0.1 0.2 0.0 0.0 0.1
Fuel Eff. (mpg)40.1 36.5 41.4 40.4 33.9 37.1 36.6 37.1 39.8 40.3 49.5 41.4
HC Emissions (g)1 68 1 1 74 0 7 1 1 0 0 0
CO Emissions (g)27 1845 38 33 2493 25 194 30 32 6 3 12
NOx Emissions (g)7 329 10 3 333 3 29 5 7 1 1 2
Vehicles Entered 13 334 19 7 395 6 29 11 13 4 4 10
Vehicles Exited 13 333 19 7 397 6 30 11 12 4 4 10
Hourly Exit Rate 14 363 21 8 433 7 33 12 13 4 4 11
Input Volume 14 350 24 8 428 5 31 17 13 4 5 10
% of Volume 103 104 86 92 101 124 105 71 99 109 83 106
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 0 0 4 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.2
Total Delay (hr)0.5
Total Del/Veh (s)2.1
Stop Delay (hr)0.1
Stop Del/Veh (s)0.4
Total Stops 72
Stop/Veh 0.08
Travel Dist (mi)383.3
Travel Time (hr)7.7
Avg Speed (mph)50
Fuel Used (gal)10.8
Fuel Eff. (mpg)35.6
HC Emissions (g)154
CO Emissions (g)4738
NOx Emissions (g)731
Vehicles Entered 845
Vehicles Exited 846
Hourly Exit Rate 923
Input Volume 911
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1904
Occupancy (veh)8
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 2.3 0.0 0.0 0.4
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.0 2.0 4.3 2.0 0.7 0.5 0.3 1.5 0.8 0.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.7 2.3 2.7 2.2 0.1 0.0 0.0 0.3 0.1 0.3
Total Stops 1 4 7 3 0 0 0 1 0 16
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.12 0.00 0.13
Travel Dist (mi)0.4 1.5 0.6 0.3 2.3 24.6 9.7 3.6 12.1 55.0
Travel Time (hr)0.0 0.1 0.0 0.0 0.1 0.5 0.2 0.1 0.3 1.3
Avg Speed (mph)26 27 19 20 44 49 46 41 45 44
Fuel Used (gal)0.0 0.0 0.0 0.0 0.1 0.7 0.2 0.1 0.5 1.7
Fuel Eff. (mpg)34.3 40.5 48.0 37.6 39.3 36.1 39.3 26.1 25.8 33.1
HC Emissions (g)0 0 0 0 0 9 1 1 6 19
CO Emissions (g)1 3 1 1 14 264 56 88 332 761
NOx Emissions (g)0 1 0 0 3 45 10 6 26 90
Vehicles Entered 1 4 7 3 5 50 20 8 25 123
Vehicles Exited 1 4 7 3 5 50 20 7 25 122
Hourly Exit Rate 1 4 8 3 5 55 22 8 27 133
Input Volume 2 4 6 3 5 56 21 9 30 137
% of Volume 55 109 122 109 103 97 105 82 91 97
Denied Entry Before 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)9605
Occupancy (veh) 0 0 0 0 0 1 0 0 0 1
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
112: Century Tr & Carl St Performance by movement
Movement WBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.1 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.3 0.1 0.0 0.9 0.0 0.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.6 0.0 0.0 0.0 0.0 0.1
Total Stops 3 0 0 0 0 3
Stop/Veh 1.00 0.00 0.00 0.00 0.00 0.05
Travel Dist (mi)0.3 2.7 0.3 0.0 1.2 4.6
Travel Time (hr)0.0 0.1 0.0 0.0 0.0 0.2
Avg Speed (mph)20 29 24 19 29 28
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)45.9 35.1 52.0 42.9 33.2 35.9
HC Emissions (g)0 1 0 0 0 1
CO Emissions (g)0 9 0 0 6 16
NOx Emissions (g)0 2 0 0 1 2
Vehicles Entered 3 41 4 1 17 66
Vehicles Exited 3 41 4 1 17 66
Hourly Exit Rate 3 45 4 1 19 72
Input Volume 3 42 4 2 16 66
% of Volume 109 107 109 55 117 108
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.3 3.0 0.0 0.0 0.4
Total Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.1 2.6 0.9 0.4 1.4 0.6 0.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.5 2.8 0.0 0.0 1.0 0.0 0.2
Total Stops 10 15 0 0 2 0 27
Stop/Veh 1.00 1.00 0.00 0.00 0.20 0.00 0.06
Travel Dist (mi)1.0 1.5 86.5 13.5 3.3 42.3 148.0
Travel Time (hr)0.1 0.1 1.7 0.3 0.1 0.8 3.0
Avg Speed (mph)19 20 53 48 43 51 50
Fuel Used (gal)0.0 0.0 2.6 0.4 0.1 1.3 4.5
Fuel Eff. (mpg)42.0 40.9 33.1 36.8 37.5 31.4 33.1
HC Emissions (g)0 0 42 6 1 19 67
CO Emissions (g)2 3 1406 196 31 771 2408
NOx Emissions (g)0 0 184 23 4 87 299
Vehicles Entered 10 15 226 35 10 136 432
Vehicles Exited 10 15 226 35 10 137 433
Hourly Exit Rate 11 16 247 38 11 149 472
Input Volume 11 14 245 33 12 154 470
% of Volume 97 118 101 114 89 97 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1991
Occupancy (veh) 0 0 2 0 0 1 3
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)4.9 2.3 0.7 0.3 0.5 0.4 0.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.3 2.5 0.0 0.0 0.2 0.0 0.2
Total Stops 15 6 0 0 1 0 22
Stop/Veh 0.94 1.00 0.00 0.00 0.08 0.00 0.06
Travel Dist (mi)2.2 0.7 59.6 13.3 1.8 15.5 93.1
Travel Time (hr)0.1 0.0 1.2 0.3 0.0 0.3 1.9
Avg Speed (mph)21 22 51 47 37 51 48
Fuel Used (gal)0.1 0.0 1.9 0.3 0.0 0.6 2.9
Fuel Eff. (mpg)39.8 42.1 31.7 39.4 40.2 28.1 32.2
HC Emissions (g)0 0 26 7 0 8 42
CO Emissions (g)5 1 988 196 27 416 1634
NOx Emissions (g)1 0 122 28 1 31 183
Vehicles Entered 16 6 202 40 13 110 387
Vehicles Exited 15 6 203 40 13 110 387
Hourly Exit Rate 16 7 221 44 14 120 422
Input Volume 19 6 218 40 15 123 421
% of Volume 87 104 101 108 96 98 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2533
Occupancy (veh) 0 0 1 0 0 0 2
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBT EBR NBL NBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)0.0 0.1 4.2 0.1 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 2.5 0.0 0.2
Total Stops 0 0 7 0 7
Stop/Veh 0.00 0.00 1.00 0.00 0.10
Travel Dist (mi)1.8 0.7 0.4 0.5 3.4
Travel Time (hr)0.1 0.0 0.0 0.0 0.1
Avg Speed (mph)30 23 17 29 25
Fuel Used (gal)0.1 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)34.1 48.1 51.7 34.9 38.2
HC Emissions (g)1 0 0 0 1
CO Emissions (g)13 1 1 1 16
NOx Emissions (g)2 0 0 0 2
Vehicles Entered 42 10 7 14 73
Vehicles Exited 42 10 7 14 73
Hourly Exit Rate 46 11 8 15 80
Input Volume 44 11 8 13 76
% of Volume 104 97 92 122 105
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0
SimTraffic Performance Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)3.1
Total Del/Veh (s)71.7
Stop Delay (hr)0.3
Stop Del/Veh (s)6.3
Total Stops 243
Stop/Veh 1.55
Travel Dist (mi)1118.3
Travel Time (hr)24.9
Avg Speed (mph)45
Fuel Used (gal)30.1
Fuel Eff. (mpg)37.2
HC Emissions (g)434
CO Emissions (g)13861
NOx Emissions (g)1938
Vehicles Entered 1246
Vehicles Exited 135
Hourly Exit Rate 147
Input Volume 3158
% of Volume 5
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1804
Occupancy (veh)27
Queuing and Blocking Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)70 106 73
Average Queue (ft)12 26 21
95th Queue (ft)45 76 57
Link Distance (ft)2565 2478 664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)40 29 53 43 25
Average Queue (ft)3 2 17 9 8
95th Queue (ft)18 14 38 30 23
Link Distance (ft)2581 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)6 1
Queuing Penalty (veh)1 0
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)23 23 9 10
Average Queue (ft)4 7 0 1
95th Queue (ft)17 24 5 7
Link Distance (ft)2029 444 2601 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)2
95th Queue (ft)15
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)23 38
Average Queue (ft)13 3
95th Queue (ft)31 20
Link Distance (ft)528 1722
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)28 20
Average Queue (ft)11 1
95th Queue (ft)30 11
Link Distance (ft)1031 689
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 125: Century Tr & Robinson Dr
Movement NB
Directions Served LR
Maximum Queue (ft)31
Average Queue (ft)7
95th Queue (ft)29
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.5 0.0 0.0 0.0 0.0 0.3
Total Delay (hr)1.2 0.4 0.1 0.8 0.0 0.0 2.6
Total Del/Veh (s)11.7 7.3 5.5 9.7 2.0 2.1 8.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.4 0.4 0.3 0.3 0.6 0.6 0.4
Total Stops 33 20 6 21 12 7 99
Stop/Veh 0.09 0.10 0.08 0.07 0.21 0.19 0.10
Travel Dist (mi)175.6 95.5 36.4 141.0 7.9 5.0 461.3
Travel Time (hr)4.5 2.4 0.9 3.4 0.2 0.2 11.6
Avg Speed (mph)40 40 42 41 33 33 40
Fuel Used (gal)4.1 2.3 0.8 3.2 0.1 0.1 10.7
Fuel Eff. (mpg)42.6 42.3 43.3 43.5 55.0 54.0 43.1
HC Emissions (g)59 34 8 38 1 1 140
CO Emissions (g)1914 1084 205 944 39 35 4221
NOx Emissions (g)236 133 44 191 5 4 612
Vehicles Entered 362 197 76 293 58 37 1023
Vehicles Exited 361 197 76 294 58 37 1023
Hourly Exit Rate 394 215 83 321 63 40 1116
Input Volume 387 218 81 318 68 39 1109
% of Volume 102 99 103 101 94 105 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)463
Occupancy (veh) 5 3 1 4 0 0 13
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.3 0.3 4.9 0.0 0.0 0.4 0.1 0.1 0.2
Total Delay (hr)0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.6 1.8 1.1 2.6 1.3 0.6 5.4 11.5 2.5 7.3 10.3 3.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.5 0.0 0.0 1.8 0.0 0.0 4.9 6.2 3.2 6.4 4.5 2.9
Total Stops 0 0 0 3 1 0 19 2 6 6 8 17
Stop/Veh 0.00 0.00 0.00 0.43 0.00 0.00 0.95 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)0.4 173.3 27.8 2.8 138.8 0.6 9.1 0.9 3.1 1.2 1.7 3.5
Travel Time (hr)0.0 3.4 0.6 0.1 2.7 0.0 0.2 0.0 0.1 0.0 0.1 0.1
Avg Speed (mph)44 52 49 45 52 49 38 36 41 28 30 33
Fuel Used (gal)0.0 4.8 0.7 0.1 4.1 0.0 0.3 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)37.8 36.3 41.0 36.4 33.9 35.9 33.9 37.4 36.3 38.2 45.0 36.0
HC Emissions (g)0 66 13 1 55 0 2 0 1 0 0 1
CO Emissions (g)1 1822 306 34 1992 4 96 8 27 11 11 40
NOx Emissions (g)0 329 55 4 267 1 11 1 4 1 1 4
Vehicles Entered 1 349 56 7 332 1 19 2 6 6 8 17
Vehicles Exited 1 347 56 7 332 1 19 2 6 6 8 17
Hourly Exit Rate 1 379 61 8 362 1 21 2 7 7 9 19
Input Volume 2 374 55 9 357 2 19 2 7 7 9 19
% of Volume 48 101 110 87 101 48 110 96 96 96 99 98
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 3 0 0 0 0 0 0 0
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.4
Total Del/Veh (s)1.8
Stop Delay (hr)0.1
Stop Del/Veh (s)0.3
Total Stops 62
Stop/Veh 0.08
Travel Dist (mi)363.1
Travel Time (hr)7.3
Avg Speed (mph)50
Fuel Used (gal)10.2
Fuel Eff. (mpg)35.6
HC Emissions (g)138
CO Emissions (g)4353
NOx Emissions (g)677
Vehicles Entered 804
Vehicles Exited 802
Hourly Exit Rate 875
Input Volume 863
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)2022
Occupancy (veh)8
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 2.8 0.0 0.0 0.0 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)5.6 2.5 4.3 2.1 0.2 0.3 0.0 1.8 0.8 0.8 1.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.7 2.6 2.7 2.1 0.0 0.0 0.0 0.2 0.1 0.1 0.7
Total Stops 1 6 17 6 0 0 0 0 0 0 30
Stop/Veh 1.00 1.00 1.00 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.24
Travel Dist (mi)0.4 2.3 1.5 0.6 0.4 9.0 1.7 2.6 31.2 1.8 51.3
Travel Time (hr)0.0 0.1 0.1 0.0 0.0 0.2 0.0 0.1 0.7 0.0 1.2
Avg Speed (mph)26 26 19 20 43 49 47 41 44 44 41
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.2 0.0 0.1 1.2 0.1 1.8
Fuel Eff. (mpg)42.2 35.7 42.3 37.7 39.6 37.5 39.7 25.8 25.1 27.8 28.2
HC Emissions (g)0 0 0 0 0 1 0 1 25 1 28
CO Emissions (g)1 5 4 3 1 47 8 66 1010 47 1190
NOx Emissions (g)0 1 0 0 0 11 2 4 87 3 108
Vehicles Entered 1 6 17 7 1 18 3 5 63 4 125
Vehicles Exited 1 6 17 6 1 18 3 5 63 4 124
Hourly Exit Rate 1 7 19 7 1 20 3 5 69 4 135
Input Volume 2 5 21 5 2 19 3 4 69 2 134
% of Volume 48 124 88 124 48 104 100 128 100 192 101
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)9575
Occupancy (veh) 0 0 0 0 0 0 0 0 1 0 1
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.1 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.5 2.5 0.0 0.1 0.0 0.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.7 2.6 0.0 0.0 0.0 0.5
Total Stops 5 2 0 0 0 7
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.18
Travel Dist (mi)0.5 0.2 1.0 0.3 1.1 3.2
Travel Time (hr)0.0 0.0 0.0 0.0 0.0 0.1
Avg Speed (mph)20 21 29 24 30 26
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)41.7 42.2 36.0 49.2 31.8 36.5
HC Emissions (g)0 0 0 0 0 0
CO Emissions (g)2 0 2 0 8 12
NOx Emissions (g)0 0 0 0 1 1
Vehicles Entered 5 2 12 4 17 40
Vehicles Exited 5 2 12 4 17 40
Hourly Exit Rate 5 2 13 4 19 44
Input Volume 4 2 13 2 19 41
% of Volume 128 96 100 192 98 107
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.2 2.8 0.1 0.1 0.1
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.1 0.2
Total Del/Veh (s)7.8 3.3 0.4 0.3 1.1 1.3 1.6
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)6.1 3.4 0.0 0.0 0.4 0.0 0.5
Total Stops 41 9 0 0 1 0 51
Stop/Veh 1.00 1.00 0.00 0.00 0.11 0.00 0.09
Travel Dist (mi)3.2 0.7 40.4 2.4 2.7 113.7 163.0
Travel Time (hr)0.2 0.0 0.8 0.1 0.1 2.3 3.4
Avg Speed (mph)15 18 54 49 42 50 48
Fuel Used (gal)0.1 0.0 1.2 0.1 0.1 3.6 5.0
Fuel Eff. (mpg)39.6 39.4 33.9 39.0 34.1 31.5 32.3
HC Emissions (g)0 0 15 0 1 56 72
CO Emissions (g)9 2 552 20 40 2114 2737
NOx Emissions (g)1 0 77 3 3 239 324
Vehicles Entered 40 9 105 6 9 384 553
Vehicles Exited 41 9 105 6 9 385 555
Hourly Exit Rate 45 10 115 7 10 420 605
Input Volume 43 10 115 4 10 431 614
% of Volume 104 97 100 153 97 97 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1732
Occupancy (veh) 0 0 1 0 0 2 4
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.1 3.0 0.4 0.2 0.5 0.5 0.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.3 2.7 0.0 0.0 0.2 0.0 0.4
Total Stops 33 13 0 0 0 0 46
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.11
Travel Dist (mi)3.9 1.6 31.5 3.2 0.9 37.7 78.9
Travel Time (hr)0.2 0.1 0.6 0.1 0.0 0.7 1.7
Avg Speed (mph)19 21 52 48 37 51 46
Fuel Used (gal)0.1 0.0 1.0 0.1 0.0 1.4 2.6
Fuel Eff. (mpg)37.8 36.2 32.5 36.4 40.6 27.9 30.6
HC Emissions (g)1 0 12 1 0 18 32
CO Emissions (g)24 6 469 32 15 967 1513
NOx Emissions (g)3 1 61 4 1 73 142
Vehicles Entered 33 13 105 10 7 267 435
Vehicles Exited 33 13 105 10 7 267 435
Hourly Exit Rate 36 14 115 11 8 291 475
Input Volume 38 14 116 9 7 292 476
% of Volume 96 99 99 124 112 100 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2845
Occupancy (veh) 0 0 1 0 0 1 2
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBT EBR NBL NBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)0.0 0.0 4.0 0.0 1.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 2.3 0.0 0.6
Total Stops 0 0 9 0 9
Stop/Veh 0.00 0.00 1.00 0.00 0.28
Travel Dist (mi)0.4 0.6 0.5 0.2 1.7
Travel Time (hr)0.0 0.0 0.0 0.0 0.1
Avg Speed (mph)30 23 17 29 22
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)36.6 51.0 53.5 35.6 45.1
HC Emissions (g)0 0 0 0 0
CO Emissions (g)1 1 1 0 2
NOx Emissions (g)0 0 0 0 0
Vehicles Entered 9 8 9 6 32
Vehicles Exited 9 8 9 6 32
Hourly Exit Rate 10 9 10 7 35
Input Volume 9 7 9 7 31
% of Volume 111 128 111 100 113
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0
SimTraffic Performance Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Total Zone Performance
Denied Delay (hr)0.1
Denied Del/Veh (s)0.4
Total Delay (hr)3.4
Total Del/Veh (s)189.1
Stop Delay (hr)0.3
Stop Del/Veh (s)19.3
Total Stops 304
Stop/Veh 4.68
Travel Dist (mi)1122.4
Travel Time (hr)25.4
Avg Speed (mph)44
Fuel Used (gal)30.5
Fuel Eff. (mpg)36.9
HC Emissions (g)411
CO Emissions (g)14029
NOx Emissions (g)1865
Vehicles Entered 1275
Vehicles Exited 38
Hourly Exit Rate 41
Input Volume 3267
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1767
Occupancy (veh)28
Queuing and Blocking Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)97 76 48
Average Queue (ft)28 16 12
95th Queue (ft)79 56 37
Link Distance (ft)2565 2478 664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)5 30 31 27 33
Average Queue (ft)0 2 11 4 11
95th Queue (ft)4 16 28 17 25
Link Distance (ft)2581 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)3 1
Queuing Penalty (veh)0 0
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB SB
Directions Served LTR LTR LT
Maximum Queue (ft)28 28 5
Average Queue (ft)5 12 0
95th Queue (ft)20 31 4
Link Distance (ft)2029 444 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)29
Average Queue (ft)6
95th Queue (ft)26
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)55 25
Average Queue (ft)23 1
95th Queue (ft)46 10
Link Distance (ft)528 1722
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)46 10
Average Queue (ft)20 0
95th Queue (ft)42 6
Link Distance (ft)1031 689
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_NO BUILD_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 125: Century Tr & Robinson Dr
Movement NB
Directions Served LR
Maximum Queue (ft)36
Average Queue (ft)8
95th Queue (ft)30
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.1 0.2 0.1 1.4 0.1 0.0 0.0 2.9
Total Del/Veh (s)10.3 6.0 7.1 11.7 3.1 0.9 2.8 9.2
Stop Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.2 0.1 0.7 0.6 0.8 0.0 0.8 0.5
Total Stops 19 3 8 57 33 0 9 129
Stop/Veh 0.05 0.03 0.15 0.13 0.25 0.00 0.24 0.11
Travel Dist (mi)182.1 48.3 24.8 209.3 17.9 0.2 5.1 487.7
Travel Time (hr)4.5 1.2 0.6 5.3 0.6 0.0 0.2 12.3
Avg Speed (mph)41 41 40 40 30 47 31 40
Fuel Used (gal)4.5 1.2 0.6 4.6 0.3 0.0 0.1 11.2
Fuel Eff. (mpg)40.8 40.6 44.9 45.1 60.8 53.2 56.8 43.4
HC Emissions (g)64 19 4 50 2 0 1 140
CO Emissions (g)2166 613 103 1213 66 1 30 4191
NOx Emissions (g)261 74 25 257 9 0 4 629
Vehicles Entered 374 99 52 436 132 2 38 1133
Vehicles Exited 375 100 51 436 131 2 38 1133
Hourly Exit Rate 409 109 56 476 143 2 41 1236
Input Volume 408 105 55 490 149 2 43 1252
% of Volume 100 104 101 97 96 109 97 99
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)434
Occupancy (veh) 5 1 1 6 1 0 0 13
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.3 0.4 2.5 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.8 2.3 1.3 3.1 1.6 0.4 9.9 5.4 3.8 12.3 13.8 4.6
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.0 0.0 0.0 1.8 0.0 0.0 8.7 2.9 3.8 11.2 8.5 4.7
Total Stops 8 3 0 4 1 0 34 8 14 3 7 11
Stop/Veh 0.50 0.01 0.00 0.50 0.00 0.00 1.00 0.40 1.00 1.00 1.00 1.00
Travel Dist (mi)8.0 185.5 12.7 3.1 186.6 1.9 17.2 6.8 7.1 0.7 1.4 2.3
Travel Time (hr)0.2 3.6 0.3 0.1 3.7 0.0 0.5 0.2 0.2 0.0 0.1 0.1
Avg Speed (mph)44 51 48 44 52 50 36 40 39 24 25 31
Fuel Used (gal)0.2 5.1 0.3 0.1 5.5 0.0 0.4 0.2 0.2 0.0 0.0 0.1
Fuel Eff. (mpg)40.0 36.4 40.5 37.2 33.8 38.6 38.2 36.4 38.1 38.8 45.5 37.3
HC Emissions (g)1 64 10 1 75 0 5 1 1 0 0 0
CO Emissions (g)33 1788 210 31 2712 17 142 56 40 7 8 22
NOx Emissions (g)9 335 34 4 358 2 24 8 8 1 1 2
Vehicles Entered 16 373 25 8 445 5 34 19 14 3 7 11
Vehicles Exited 16 372 25 7 447 5 34 19 14 3 7 11
Hourly Exit Rate 17 406 27 8 488 5 37 21 15 3 8 12
Input Volume 16 407 28 9 499 5 36 19 15 4 5 11
% of Volume 110 100 97 82 98 103 102 108 103 82 145 106
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 0 0 4 0 1 0 0 0 0 0
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)0.7
Total Del/Veh (s)2.5
Stop Delay (hr)0.2
Stop Del/Veh (s)0.6
Total Stops 93
Stop/Veh 0.10
Travel Dist (mi)433.3
Travel Time (hr)8.9
Avg Speed (mph)49
Fuel Used (gal)12.2
Fuel Eff. (mpg)35.5
HC Emissions (g)158
CO Emissions (g)5065
NOx Emissions (g)785
Vehicles Entered 960
Vehicles Exited 960
Hourly Exit Rate 1047
Input Volume 1056
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1663
Occupancy (veh)10
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.2 2.1 0.0 0.0 0.4
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)6.0 2.3 4.3 1.7 0.3 0.7 0.3 1.7 1.1 1.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.9 2.5 2.8 2.1 0.0 0.0 0.0 0.3 0.1 0.3
Total Stops 1 4 5 3 0 0 0 1 0 14
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.10 0.00 0.10
Travel Dist (mi)0.5 1.5 0.4 0.2 1.8 30.9 11.8 4.9 15.5 67.6
Travel Time (hr)0.0 0.1 0.0 0.0 0.0 0.6 0.3 0.1 0.4 1.5
Avg Speed (mph)26 27 19 20 46 49 46 40 44 45
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.9 0.3 0.2 0.6 2.1
Fuel Eff. (mpg)36.9 41.0 48.8 44.9 43.8 35.7 39.8 28.4 24.3 32.6
HC Emissions (g)0 0 0 0 0 7 1 2 18 29
CO Emissions (g)1 3 1 0 10 267 65 110 606 1063
NOx Emissions (g)0 1 0 0 2 45 12 7 56 123
Vehicles Entered 1 4 5 3 4 63 24 10 31 145
Vehicles Exited 1 4 5 3 4 63 24 10 31 145
Hourly Exit Rate 1 4 5 3 4 69 26 11 34 158
Input Volume 2 4 7 3 5 65 25 10 34 157
% of Volume 55 109 75 109 83 105 104 106 98 101
Denied Entry Before 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)7828
Occupancy (veh) 0 0 0 0 0 1 0 0 0 2
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
112: Century Tr & Carl St Performance by movement
Movement WBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.0 0.0 0.1 0.1 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.9 0.0 0.1 2.4 0.1 0.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.3 0.0 0.0 0.1 0.0 0.1
Total Stops 4 0 0 0 0 4
Stop/Veh 1.00 0.00 0.00 0.00 0.00 0.06
Travel Dist (mi)0.3 2.5 0.2 0.1 1.5 4.6
Travel Time (hr)0.0 0.1 0.0 0.0 0.1 0.2
Avg Speed (mph)20 29 23 21 29 28
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)42.5 35.0 46.9 37.7 33.6 35.5
HC Emissions (g)0 1 0 0 0 1
CO Emissions (g)1 16 0 0 7 25
NOx Emissions (g)0 3 0 0 1 3
Vehicles Entered 4 39 3 1 20 67
Vehicles Exited 4 39 3 1 20 67
Hourly Exit Rate 4 43 3 1 22 73
Input Volume 3 48 4 2 19 76
% of Volume 145 88 82 55 116 96
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.3 3.0 0.0 0.0 0.4
Total Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.1 3.2 0.8 0.3 1.3 0.8 1.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)4.4 3.4 0.0 0.0 0.6 0.0 0.3
Total Stops 14 16 0 0 2 0 32
Stop/Veh 1.00 1.00 0.00 0.00 0.20 0.00 0.06
Travel Dist (mi)1.4 1.6 97.6 12.4 3.1 52.7 168.6
Travel Time (hr)0.1 0.1 1.9 0.3 0.1 1.0 3.4
Avg Speed (mph)18 19 53 48 43 51 50
Fuel Used (gal)0.0 0.0 2.9 0.3 0.1 1.7 5.1
Fuel Eff. (mpg)41.5 41.1 33.3 37.1 34.6 30.5 32.8
HC Emissions (g)0 0 35 8 1 22 66
CO Emissions (g)2 3 1396 228 41 944 2616
NOx Emissions (g)0 0 181 28 4 105 319
Vehicles Entered 14 16 255 32 10 169 496
Vehicles Exited 14 16 255 32 10 170 497
Hourly Exit Rate 15 17 278 35 11 185 542
Input Volume 13 16 285 38 14 180 546
% of Volume 115 110 98 91 79 103 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1744
Occupancy (veh) 0 0 2 0 0 1 4
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.3 2.6 0.6 0.4 0.9 0.4 0.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.5 2.7 0.0 0.0 0.5 0.0 0.2
Total Stops 21 8 0 0 4 0 33
Stop/Veh 1.00 1.00 0.00 0.00 0.24 0.00 0.07
Travel Dist (mi)2.7 1.0 66.7 14.1 2.4 18.7 105.5
Travel Time (hr)0.1 0.0 1.3 0.3 0.1 0.4 2.2
Avg Speed (mph)21 21 52 47 36 51 48
Fuel Used (gal)0.1 0.0 2.1 0.4 0.1 0.7 3.3
Fuel Eff. (mpg)38.2 36.5 32.5 38.5 38.4 26.8 32.2
HC Emissions (g)0 0 22 7 1 9 39
CO Emissions (g)9 3 933 200 42 526 1714
NOx Emissions (g)1 0 121 27 2 36 188
Vehicles Entered 20 8 229 42 17 133 449
Vehicles Exited 21 8 228 42 17 132 448
Hourly Exit Rate 23 9 249 46 19 144 489
Input Volume 22 7 255 46 17 143 489
% of Volume 105 120 98 100 110 101 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2223
Occupancy (veh) 0 0 1 0 0 0 2
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBT EBR NBL NBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)0.1 0.1 3.9 0.0 0.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 2.3 0.0 0.2
Total Stops 0 0 8 0 8
Stop/Veh 0.00 0.00 1.00 0.00 0.10
Travel Dist (mi)2.0 0.9 0.5 0.4 3.7
Travel Time (hr)0.1 0.0 0.0 0.0 0.1
Avg Speed (mph)29 23 17 30 25
Fuel Used (gal)0.1 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)35.3 51.4 50.6 37.6 40.2
HC Emissions (g)1 0 0 0 1
CO Emissions (g)11 2 1 2 15
NOx Emissions (g)2 0 0 0 2
Vehicles Entered 47 13 8 10 78
Vehicles Exited 47 13 8 10 78
Hourly Exit Rate 51 14 9 11 85
Input Volume 49 13 9 16 88
% of Volume 104 107 94 69 97
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0
SimTraffic Performance Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)3.9
Total Del/Veh (s)76.6
Stop Delay (hr)0.4
Stop Del/Veh (s)7.9
Total Stops 313
Stop/Veh 1.71
Travel Dist (mi)1271.0
Travel Time (hr)28.6
Avg Speed (mph)45
Fuel Used (gal)34.2
Fuel Eff. (mpg)37.2
HC Emissions (g)434
CO Emissions (g)14688
NOx Emissions (g)2049
Vehicles Entered 1413
Vehicles Exited 152
Hourly Exit Rate 166
Input Volume 3664
% of Volume 5
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1568
Occupancy (veh)31
Queuing and Blocking Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)62 109 67
Average Queue (ft)17 34 24
95th Queue (ft)52 85 56
Link Distance (ft)2565 2478 664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB EB WB NB NB SB
Directions Served LT R LT LT R LTR
Maximum Queue (ft)68 4 40 46 44 37
Average Queue (ft)9 0 3 19 11 9
95th Queue (ft)39 3 19 41 35 27
Link Distance (ft)2581 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300 25
Storage Blk Time (%)10 1
Queuing Penalty (veh)1 1
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB SB
Directions Served LTR LTR LT
Maximum Queue (ft)23 23 14
Average Queue (ft)4 5 1
95th Queue (ft)17 20 6
Link Distance (ft)2029 444 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)28 6
Average Queue (ft)3 0
95th Queue (ft)17 5
Link Distance (ft)506 449
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)37 15
Average Queue (ft)16 1
95th Queue (ft)35 10
Link Distance (ft)528 1722
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)32 27
Average Queue (ft)15 3
95th Queue (ft)34 18
Link Distance (ft)1031 689
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_NO BUILD_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\NO Build\NO_BUILD.syn
Intersection: 125: Century Tr & Robinson Dr
Movement NB
Directions Served LR
Maximum Queue (ft)31
Average Queue (ft)7
95th Queue (ft)29
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.4 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.0 0.3 0.1 0.7 0.0 0.0 2.2
Total Del/Veh (s)10.9 6.4 5.0 9.0 2.3 2.4 8.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.3 0.2 0.3 0.2 0.7 0.8 0.3
Total Stops 24 12 5 15 14 7 77
Stop/Veh 0.07 0.07 0.08 0.06 0.25 0.23 0.08
Travel Dist (mi)157.7 85.7 31.0 127.7 7.3 4.0 413.4
Travel Time (hr)4.0 2.1 0.7 3.1 0.2 0.1 10.3
Avg Speed (mph)40 41 41 42 30 30 40
Fuel Used (gal)3.8 2.0 0.8 3.3 0.2 0.1 10.1
Fuel Eff. (mpg)41.8 42.1 41.1 38.8 44.5 44.2 40.9
HC Emissions (g)50 26 6 51 2 2 136
CO Emissions (g)1716 908 225 1582 76 61 4568
NOx Emissions (g)209 111 34 214 6 6 580
Vehicles Entered 328 178 65 268 56 31 926
Vehicles Exited 326 179 65 267 57 31 925
Hourly Exit Rate 356 195 71 291 62 34 1009
Input Volume 347 192 70 307 71 33 1020
% of Volume 102 102 102 95 88 102 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)517
Occupancy (veh) 4 2 1 3 0 0 11
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.1 0.0 3.9 0.3 0.2
Total Delay (hr)0.2 0.0 0.0 0.1 0.1 0.1 0.5
Total Del/Veh (s)1.6 0.7 2.9 1.7 10.8 4.1 2.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.2
Stop Del/Veh (s)0.1 0.1 1.4 0.1 8.8 3.9 0.9
Total Stops 1 0 13 0 30 87 131
Stop/Veh 0.00 0.00 0.36 0.00 1.00 0.99 0.16
Travel Dist (mi)173.7 6.3 17.5 150.8 2.1 6.1 356.4
Travel Time (hr)4.2 0.2 0.4 3.0 0.2 0.4 8.3
Avg Speed (mph)42 40 44 50 12 16 43
Fuel Used (gal)7.7 0.2 0.5 4.7 0.1 0.2 13.5
Fuel Eff. (mpg)22.4 25.4 33.6 31.8 25.6 34.6 26.4
HC Emissions (g)126 2 9 74 1 2 214
CO Emissions (g)6595 190 307 2585 29 54 9760
NOx Emissions (g)443 10 36 329 2 5 825
Vehicles Entered 350 13 36 304 30 88 821
Vehicles Exited 352 13 35 303 30 87 820
Hourly Exit Rate 384 14 38 331 33 95 895
Input Volume 370 14 34 343 34 87 883
% of Volume 104 99 111 96 95 109 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1302
Occupancy (veh) 5 0 0 3 0 0 9
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.3 2.2 0.0 0.0 0.4 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.6 1.9 1.3 2.5 1.3 0.2 5.7 14.4 3.5 3.5 10.7 2.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.4 0.1 0.1 1.7 0.0 0.0 4.8 8.0 3.9 3.1 5.3 2.4
Total Stops 1 0 0 2 1 0 37 2 7 5 9 13
Stop/Veh 0.50 0.00 0.00 0.33 0.00 0.00 0.97 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)1.2 165.1 52.9 2.5 119.6 0.8 17.9 1.1 3.4 1.0 1.8 2.7
Travel Time (hr)0.0 3.4 1.1 0.1 2.3 0.0 0.5 0.0 0.1 0.0 0.1 0.1
Avg Speed (mph)43 49 46 45 52 51 38 37 38 34 28 34
Fuel Used (gal)0.0 5.5 1.6 0.1 3.6 0.0 0.5 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)31.7 29.8 33.2 35.2 33.5 38.9 36.2 40.8 33.4 46.6 43.7 39.7
HC Emissions (g)0 82 28 1 60 0 10 0 1 0 0 0
CO Emissions (g)15 3349 991 34 2019 9 264 8 35 4 13 26
NOx Emissions (g)2 354 109 3 258 1 37 1 4 1 1 3
Vehicles Entered 2 334 106 6 286 2 37 2 7 5 8 13
Vehicles Exited 2 332 106 6 286 2 37 2 7 4 9 13
Hourly Exit Rate 2 362 116 7 312 2 40 2 8 4 10 14
Input Volume 2 347 111 8 315 2 41 2 6 6 8 16
% of Volume 96 104 105 84 99 96 98 96 131 75 126 87
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 3 0 1 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.4
Total Del/Veh (s)2.0
Stop Delay (hr)0.1
Stop Del/Veh (s)0.5
Total Stops 77
Stop/Veh 0.09
Travel Dist (mi)370.0
Travel Time (hr)7.7
Avg Speed (mph)48
Fuel Used (gal)11.6
Fuel Eff. (mpg)31.9
HC Emissions (g)183
CO Emissions (g)6766
NOx Emissions (g)774
Vehicles Entered 808
Vehicles Exited 806
Hourly Exit Rate 879
Input Volume 864
% of Volume 102
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1911
Occupancy (veh)8
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.4 0.1 1.7 0.0 0.0 0.3 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.6 2.3 4.8 2.3 0.4 0.2 0.1 0.6 0.8 0.3 1.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.5 2.5 3.1 2.6 0.0 0.0 0.0 0.1 0.0 0.0 0.4
Total Stops 1 7 14 6 0 0 0 0 0 0 28
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15
Travel Dist (mi)0.4 2.6 1.2 0.5 0.7 17.7 1.6 4.2 55.5 1.7 86.1
Travel Time (hr)0.0 0.1 0.1 0.0 0.0 0.4 0.0 0.1 1.3 0.0 2.0
Avg Speed (mph)26 26 18 20 45 49 48 41 44 40 43
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.5 0.0 0.2 2.2 0.1 3.1
Fuel Eff. (mpg)42.1 36.4 40.6 41.0 38.3 35.7 40.1 26.0 24.9 29.4 27.6
HC Emissions (g)0 0 0 0 0 11 0 1 41 0 54
CO Emissions (g)1 6 4 1 4 255 10 100 1773 36 2189
NOx Emissions (g)0 1 0 0 1 41 2 6 147 2 201
Vehicles Entered 1 7 14 6 1 36 3 9 112 3 192
Vehicles Exited 1 7 14 6 1 36 3 9 112 3 192
Hourly Exit Rate 1 8 15 7 1 39 3 10 122 3 209
Input Volume 2 5 18 7 2 40 3 9 118 2 207
% of Volume 48 145 85 96 48 99 100 111 103 144 101
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)5898
Occupancy (veh) 0 0 0 0 0 0 0 0 1 0 2
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.6 1.8 0.1 0.2 0.0 0.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.2 1.8 0.0 0.0 0.0 0.1
Total Stops 2 2 0 0 0 4
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.05
Travel Dist (mi)0.2 0.2 2.1 0.2 4.1 6.7
Travel Time (hr)0.0 0.0 0.1 0.0 0.1 0.2
Avg Speed (mph)20 20 30 22 29 29
Fuel Used (gal)0.0 0.0 0.1 0.0 0.1 0.2
Fuel Eff. (mpg)43.9 41.0 35.3 47.6 35.7 36.2
HC Emissions (g)0 0 1 0 1 2
CO Emissions (g)0 0 16 0 18 36
NOx Emissions (g)0 0 2 0 3 5
Vehicles Entered 2 2 26 3 48 81
Vehicles Exited 2 2 26 3 48 81
Hourly Exit Rate 2 2 28 3 52 88
Input Volume 4 2 31 2 61 100
% of Volume 51 96 92 144 86 88
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.2 3.3 0.2 0.1 0.2
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.2 0.3
Total Del/Veh (s)7.7 3.7 0.5 0.2 1.4 1.4 1.9
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.9 3.6 0.0 0.0 0.4 0.1 0.7
Total Stops 65 8 0 0 1 0 74
Stop/Veh 1.00 1.00 0.00 0.00 0.14 0.00 0.12
Travel Dist (mi)6.0 0.7 41.3 7.8 2.2 119.8 177.8
Travel Time (hr)0.4 0.0 0.8 0.2 0.1 2.5 3.9
Avg Speed (mph)16 18 54 49 41 48 46
Fuel Used (gal)0.2 0.0 1.2 0.2 0.1 4.3 6.0
Fuel Eff. (mpg)39.4 42.0 33.6 38.2 32.1 27.8 29.8
HC Emissions (g)1 0 20 3 1 67 91
CO Emissions (g)18 2 656 94 45 2962 3777
NOx Emissions (g)2 0 89 13 3 272 380
Vehicles Entered 65 8 108 20 7 396 604
Vehicles Exited 65 8 108 20 7 396 604
Hourly Exit Rate 71 9 118 22 8 432 659
Input Volume 82 9 117 23 9 419 659
% of Volume 87 99 101 94 87 103 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1509
Occupancy (veh) 0 0 1 0 0 3 4
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.2 0.0 0.0 0.2 0.0 0.0
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.4 3.4 0.5 0.3 0.7 0.6 1.7
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.3 2.9 0.0 0.0 0.4 0.0 0.9
Total Stops 84 10 0 0 1 0 95
Stop/Veh 0.99 1.00 0.00 0.00 0.10 0.00 0.21
Travel Dist (mi)8.4 1.0 28.3 7.6 1.3 33.6 80.2
Travel Time (hr)0.5 0.1 0.5 0.2 0.0 0.7 1.9
Avg Speed (mph)18 19 52 48 36 50 42
Fuel Used (gal)0.2 0.0 0.9 0.2 0.0 1.2 2.6
Fuel Eff. (mpg)33.9 33.1 31.9 39.0 39.7 26.9 30.4
HC Emissions (g)3 0 14 3 0 18 38
CO Emissions (g)82 8 505 91 21 967 1674
NOx Emissions (g)8 1 63 13 1 67 154
Vehicles Entered 84 10 93 23 10 238 458
Vehicles Exited 84 10 93 23 10 238 458
Hourly Exit Rate 92 11 101 25 11 260 500
Input Volume 87 12 104 22 10 251 487
% of Volume 105 90 98 113 108 103 103
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2857
Occupancy (veh) 1 0 1 0 0 1 2
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.1 0.3 0.1 0.3 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.3 0.0 0.0 0.0 0.1
Total Stops 10 0 0 0 10
Stop/Veh 0.91 0.00 0.00 0.00 0.03
Travel Dist (mi)1.0 10.8 1.2 36.2 49.2
Travel Time (hr)0.0 0.2 0.0 1.2 1.5
Avg Speed (mph)21 49 39 31 34
Fuel Used (gal)0.0 0.4 0.0 2.7 3.2
Fuel Eff. (mpg)45.9 27.7 42.0 13.2 15.4
HC Emissions (g)0 7 0 42 49
CO Emissions (g)2 266 16 2986 3270
NOx Emissions (g)0 26 1 128 156
Vehicles Entered 11 76 9 245 341
Vehicles Exited 10 76 9 246 341
Hourly Exit Rate 11 83 10 268 372
Input Volume 12 91 7 262 371
% of Volume 90 91 144 103 100
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2067
Occupancy (veh) 0 0 0 1 2
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.5 0.1 0.1 1.9 0.3 0.2 4.3 3.6 2.4 4.2 5.7 2.6
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 2.6 1.7 2.2 2.5 2.5 2.7
Total Stops 0 0 0 0 0 0 7 9 6 12 21 4
Stop/Veh 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.60 1.00 1.00 1.00 1.00
Travel Dist (mi)0.1 0.2 0.2 1.3 1.6 3.2 0.4 0.7 0.3 0.6 1.1 0.2
Travel Time (hr)0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0
Avg Speed (mph)17 28 18 24 28 24 16 18 17 16 16 16
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)35.9 17.9 47.5 38.2 36.2 42.1 50.5 46.1 51.1 46.4 47.3 43.9
HC Emissions (g)0 0 0 0 0 1 0 0 0 0 0 0
CO Emissions (g)1 6 1 5 5 14 1 6 0 2 4 1
NOx Emissions (g)0 0 0 1 1 2 0 1 0 0 0 0
Vehicles Entered 3 6 6 12 15 30 7 14 6 12 21 4
Vehicles Exited 3 6 6 12 15 30 7 14 6 12 21 4
Hourly Exit Rate 3 7 7 13 16 33 8 15 7 13 23 4
Input Volume 3 7 6 16 16 32 8 18 7 14 28 4
% of Volume 100 96 112 80 100 101 98 87 96 91 81 102
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.1
Total Del/Veh (s)2.3
Stop Delay (hr)0.0
Stop Del/Veh (s)1.1
Total Stops 59
Stop/Veh 0.43
Travel Dist (mi)10.1
Travel Time (hr)0.5
Avg Speed (mph)21
Fuel Used (gal)0.2
Fuel Eff. (mpg)41.0
HC Emissions (g)2
CO Emissions (g)45
NOx Emissions (g)5
Vehicles Entered 136
Vehicles Exited 136
Hourly Exit Rate 148
Input Volume 160
% of Volume 93
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)4772
Occupancy (veh)1
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)3.9
Total Del/Veh (s)224.1
Stop Delay (hr)0.7
Stop Del/Veh (s)40.4
Total Stops 555
Stop/Veh 8.95
Travel Dist (mi)1549.8
Travel Time (hr)36.3
Avg Speed (mph)43
Fuel Used (gal)50.6
Fuel Eff. (mpg)30.7
HC Emissions (g)769
CO Emissions (g)32085
NOx Emissions (g)3080
Vehicles Entered 1496
Vehicles Exited 26
Hourly Exit Rate 28
Input Volume 4752
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1676
Occupancy (veh)39
Queuing and Blocking Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)73 67 54
Average Queue (ft)21 16 15
95th Queue (ft)58 50 42
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)38 45 44
Average Queue (ft)9 17 24
95th Queue (ft)31 39 40
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)24 25 56 34 29
Average Queue (ft)1 2 17 5 10
95th Queue (ft)10 15 40 23 25
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)6 1
Queuing Penalty (veh)0 0
Queuing and Blocking Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB SB
Directions Served LTR LTR LT
Maximum Queue (ft)24 27 5
Average Queue (ft)6 12 0
95th Queue (ft)22 31 4
Link Distance (ft)2029 444 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)3
95th Queue (ft)16
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)66 20
Average Queue (ft)28 1
95th Queue (ft)55 9
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)65 10
Average Queue (ft)31 1
95th Queue (ft)57 9
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)26
Average Queue (ft)7
95th Queue (ft)23
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)6 6 41 35
Average Queue (ft)0 0 17 17
95th Queue (ft)5 4 43 33
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.1 0.2 0.1 1.4 0.1 0.0 0.0 2.9
Total Del/Veh (s)10.2 5.5 6.5 11.0 3.1 0.8 2.8 8.8
Stop Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.1 0.2 0.5 0.5 0.9 0.0 0.8 0.4
Total Stops 17 5 6 58 39 0 8 133
Stop/Veh 0.04 0.05 0.13 0.13 0.29 0.00 0.20 0.11
Travel Dist (mi)186.8 51.0 21.5 210.7 17.4 0.3 5.2 492.9
Travel Time (hr)4.6 1.2 0.5 5.3 0.6 0.0 0.2 12.4
Avg Speed (mph)41 41 40 40 29 41 30 40
Fuel Used (gal)4.6 1.3 0.5 5.0 0.3 0.0 0.1 11.7
Fuel Eff. (mpg)40.9 40.1 43.0 42.3 54.3 32.3 53.9 42.0
HC Emissions (g)72 24 3 75 3 0 1 178
CO Emissions (g)2332 732 116 2097 104 5 31 5416
NOx Emissions (g)284 86 20 317 11 0 3 722
Vehicles Entered 388 106 45 441 134 4 40 1158
Vehicles Exited 387 107 45 443 133 4 39 1158
Hourly Exit Rate 387 107 45 443 133 4 39 1158
Input Volume 386 104 47 445 135 3 37 1157
% of Volume 100 103 96 99 99 145 105 100
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)467
Occupancy (veh) 5 1 1 5 1 0 0 12
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 4.0 0.2 0.1
Total Delay (hr)0.2 0.0 0.1 0.3 0.1 0.1 0.7
Total Del/Veh (s)1.7 0.8 4.3 2.4 11.3 3.8 2.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.2
Stop Del/Veh (s)0.0 0.0 1.7 0.1 9.5 3.9 0.6
Total Stops 2 0 39 0 21 62 124
Stop/Veh 0.01 0.00 0.39 0.00 1.00 1.00 0.11
Travel Dist (mi)191.0 21.6 49.5 231.9 1.4 4.3 499.7
Travel Time (hr)4.6 0.5 1.2 4.7 0.1 0.3 11.4
Avg Speed (mph)42 39 42 49 12 16 44
Fuel Used (gal)8.6 0.9 1.5 7.7 0.1 0.1 18.8
Fuel Eff. (mpg)22.3 24.0 33.8 30.3 26.1 36.9 26.6
HC Emissions (g)136 24 20 117 0 1 299
CO Emissions (g)7346 942 762 4492 17 30 13589
NOx Emissions (g)482 72 89 504 1 3 1151
Vehicles Entered 383 43 99 466 21 62 1074
Vehicles Exited 384 43 100 465 21 61 1074
Hourly Exit Rate 384 43 100 465 21 61 1074
Input Volume 387 36 92 468 25 61 1070
% of Volume 99 119 108 99 84 100 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1030
Occupancy (veh) 5 1 1 5 0 0 11
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.5 0.4 2.5 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.3 2.3 1.6 1.9 2.0 0.3 11.1 8.7 5.1 10.9 11.6 4.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.5 0.1 0.0 1.0 0.0 0.0 9.6 5.1 4.6 10.0 5.8 4.4
Total Stops 5 1 0 3 1 0 87 9 13 4 7 13
Stop/Veh 0.42 0.00 0.00 0.33 0.00 0.00 0.99 0.56 1.00 1.00 1.00 1.00
Travel Dist (mi)6.2 181.9 33.2 3.6 194.3 2.4 44.0 6.2 6.5 0.8 1.5 2.6
Travel Time (hr)0.1 3.7 0.7 0.1 3.9 0.1 1.3 0.2 0.2 0.0 0.1 0.1
Avg Speed (mph)44 49 47 44 51 50 35 37 37 25 28 32
Fuel Used (gal)0.2 5.9 0.9 0.1 5.7 0.1 1.2 0.2 0.2 0.0 0.0 0.1
Fuel Eff. (mpg)36.6 30.9 35.7 37.7 33.8 35.4 38.2 36.6 36.2 34.8 42.3 38.7
HC Emissions (g)1 89 16 1 82 0 18 1 1 0 0 0
CO Emissions (g)64 3392 521 36 2927 27 475 43 46 9 12 22
NOx Emissions (g)8 388 64 4 375 3 77 7 7 1 1 3
Vehicles Entered 12 365 67 9 465 6 87 16 13 4 7 12
Vehicles Exited 12 365 67 9 465 6 87 16 13 4 7 13
Hourly Exit Rate 12 365 67 9 465 6 87 16 13 4 7 13
Input Volume 14 366 69 8 452 5 98 18 13 4 5 10
% of Volume 87 100 97 109 103 114 89 91 98 100 133 127
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 4 0 1 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)0.9
Total Del/Veh (s)3.1
Stop Delay (hr)0.3
Stop Del/Veh (s)1.1
Total Stops 143
Stop/Veh 0.13
Travel Dist (mi)483.3
Travel Time (hr)10.3
Avg Speed (mph)47
Fuel Used (gal)14.5
Fuel Eff. (mpg)33.3
HC Emissions (g)210
CO Emissions (g)7574
NOx Emissions (g)936
Vehicles Entered 1063
Vehicles Exited 1064
Hourly Exit Rate 1064
Input Volume 1061
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1551
Occupancy (veh)10
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.2 2.1 0.0 0.0 0.3
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)2.9 2.5 5.2 2.0 0.8 0.6 0.4 1.4 0.7 0.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.0 2.7 3.4 2.3 0.0 0.0 0.0 0.3 0.1 0.3
Total Stops 1 4 8 9 0 0 0 1 0 23
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.08 0.00 0.09
Travel Dist (mi)0.2 1.6 0.7 0.8 2.8 52.1 12.2 6.2 35.2 111.8
Travel Time (hr)0.0 0.1 0.0 0.0 0.1 1.1 0.3 0.2 0.8 2.5
Avg Speed (mph)26 27 18 20 45 49 46 41 44 45
Fuel Used (gal)0.0 0.0 0.0 0.0 0.1 1.5 0.3 0.2 1.4 3.6
Fuel Eff. (mpg)35.4 36.2 42.9 42.5 37.7 35.5 39.7 26.7 25.1 31.3
HC Emissions (g)0 0 0 0 0 24 2 2 24 52
CO Emissions (g)0 3 2 1 21 660 75 155 1071 1989
NOx Emissions (g)0 1 0 0 3 104 13 10 87 218
Vehicles Entered 0 4 8 9 6 105 24 13 71 240
Vehicles Exited 1 4 8 9 6 106 25 13 71 243
Hourly Exit Rate 1 4 8 9 6 106 25 13 71 243
Input Volume 2 4 6 8 5 118 21 12 72 249
% of Volume 50 100 128 109 114 90 120 106 99 98
Denied Entry Before 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)5174
Occupancy (veh) 0 0 0 0 0 1 0 0 1 3
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.3 0.1 0.1 1.4 0.1 0.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.7 0.0 0.0 0.0 0.0 0.1
Total Stops 3 0 0 0 0 3
Stop/Veh 1.00 0.00 0.00 0.00 0.00 0.02
Travel Dist (mi)0.3 6.3 0.3 0.2 4.1 11.2
Travel Time (hr)0.0 0.2 0.0 0.0 0.1 0.4
Avg Speed (mph)20 29 24 23 29 29
Fuel Used (gal)0.0 0.2 0.0 0.0 0.1 0.3
Fuel Eff. (mpg)43.2 36.0 48.9 38.1 35.5 36.3
HC Emissions (g)0 2 0 0 1 2
CO Emissions (g)0 26 1 0 13 40
NOx Emissions (g)0 4 0 0 2 7
Vehicles Entered 3 86 4 2 48 143
Vehicles Exited 3 86 4 2 47 142
Hourly Exit Rate 3 86 4 2 47 142
Input Volume 3 87 4 2 48 144
% of Volume 100 99 100 100 98 99
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.4 2.8 0.0 0.0 0.6
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.3
Total Del/Veh (s)6.9 2.7 1.1 0.4 1.4 1.1 1.4
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.2 2.9 0.0 0.0 1.0 0.1 0.5
Total Stops 45 13 0 0 3 0 61
Stop/Veh 1.00 1.00 0.00 0.00 0.30 0.00 0.09
Travel Dist (mi)4.7 1.3 116.1 30.5 3.1 60.7 216.5
Travel Time (hr)0.3 0.1 2.3 0.7 0.1 1.3 4.6
Avg Speed (mph)18 20 52 48 41 48 48
Fuel Used (gal)0.1 0.0 3.5 0.8 0.1 2.2 6.8
Fuel Eff. (mpg)40.8 41.6 33.2 37.4 30.3 27.1 31.8
HC Emissions (g)1 0 55 14 1 43 113
CO Emissions (g)12 3 1940 468 57 1700 4180
NOx Emissions (g)2 0 243 55 4 160 465
Vehicles Entered 45 12 303 80 10 189 639
Vehicles Exited 45 13 303 79 10 189 639
Hourly Exit Rate 45 13 303 79 10 189 639
Input Volume 43 14 297 79 12 187 632
% of Volume 105 95 102 100 82 101 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1413
Occupancy (veh) 0 0 2 1 0 1 5
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.0 3.0 0.7 0.5 1.0 0.4 1.2
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.0 2.8 0.0 0.0 0.5 0.0 0.5
Total Stops 55 6 0 0 6 0 67
Stop/Veh 1.00 1.00 0.00 0.00 0.21 0.00 0.13
Travel Dist (mi)5.4 0.6 72.3 26.0 3.9 17.7 126.0
Travel Time (hr)0.3 0.0 1.4 0.6 0.1 0.3 2.8
Avg Speed (mph)18 20 52 46 36 51 46
Fuel Used (gal)0.1 0.0 2.2 0.7 0.1 0.7 3.8
Fuel Eff. (mpg)37.7 34.9 33.3 38.0 38.5 26.6 33.3
HC Emissions (g)2 0 27 16 1 11 57
CO Emissions (g)40 4 1066 453 70 549 2182
NOx Emissions (g)4 0 136 59 4 40 243
Vehicles Entered 54 6 238 78 27 125 528
Vehicles Exited 55 6 238 77 28 125 529
Hourly Exit Rate 55 6 238 77 28 125 529
Input Volume 57 6 232 79 29 122 525
% of Volume 96 96 103 97 97 102 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2188
Occupancy (veh) 0 0 1 1 0 0 3
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.0 0.4 0.1 0.3 0.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.4 0.0 0.0 0.0 0.1
Total Stops 8 0 0 0 8
Stop/Veh 1.00 0.00 0.00 0.00 0.02
Travel Dist (mi)0.7 24.2 3.5 22.7 51.1
Travel Time (hr)0.0 0.5 0.1 0.7 1.3
Avg Speed (mph)20 51 42 31 38
Fuel Used (gal)0.0 0.7 0.1 1.7 2.6
Fuel Eff. (mpg)42.1 32.7 52.1 13.0 19.9
HC Emissions (g)0 9 0 31 41
CO Emissions (g)1 385 24 1942 2353
NOx Emissions (g)0 45 3 92 139
Vehicles Entered 8 171 25 152 356
Vehicles Exited 8 172 25 152 357
Hourly Exit Rate 8 172 25 152 357
Input Volume 8 167 22 151 348
% of Volume 97 103 115 101 103
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2485
Occupancy (veh) 0 0 0 1 1
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.4 0.3 0.0 1.9 0.4 0.2 4.5 4.2 3.0 4.6 6.0 2.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.1 0.0 0.0 0.1 0.0 0.0 2.6 1.9 2.6 2.8 2.8 2.3
Total Stops 0 0 0 0 0 0 6 28 16 36 21 4
Stop/Veh 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.68 1.00 1.00 0.95 1.00
Travel Dist (mi)0.1 0.5 0.4 0.9 1.2 2.9 0.4 2.1 1.0 1.9 1.1 0.2
Travel Time (hr)0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.0
Avg Speed (mph)17 28 18 24 29 24 16 18 17 15 15 16
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)34.0 18.5 49.1 38.3 33.3 43.4 51.2 46.4 48.8 41.0 42.7 34.8
HC Emissions (g)0 0 0 0 0 1 0 0 0 0 0 0
CO Emissions (g)1 19 2 3 5 12 1 5 1 10 4 2
NOx Emissions (g)0 1 0 0 1 2 0 1 0 1 0 0
Vehicles Entered 4 16 12 8 11 27 6 41 16 36 21 4
Vehicles Exited 4 16 12 8 11 27 6 41 16 36 21 4
Hourly Exit Rate 4 16 12 8 11 27 6 41 16 36 21 4
Input Volume 4 17 11 11 12 24 8 41 18 36 21 4
% of Volume 100 96 107 71 90 112 73 99 90 99 101 100
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.2
Total Del/Veh (s)2.9
Stop Delay (hr)0.1
Stop Del/Veh (s)1.5
Total Stops 111
Stop/Veh 0.55
Travel Dist (mi)12.8
Travel Time (hr)0.7
Avg Speed (mph)19
Fuel Used (gal)0.3
Fuel Eff. (mpg)40.1
HC Emissions (g)2
CO Emissions (g)65
NOx Emissions (g)6
Vehicles Entered 202
Vehicles Exited 202
Hourly Exit Rate 202
Input Volume 208
% of Volume 97
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)3759
Occupancy (veh)1
SimTraffic Performance Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Total Zone Performance
Denied Delay (hr)0.3
Denied Del/Veh (s)0.5
Total Delay (hr)5.2
Total Del/Veh (s)134.5
Stop Delay (hr)0.9
Stop Del/Veh (s)23.9
Total Stops 673
Stop/Veh 4.81
Travel Dist (mi)2005.2
Travel Time (hr)46.5
Avg Speed (mph)43
Fuel Used (gal)62.4
Fuel Eff. (mpg)32.1
HC Emissions (g)955
CO Emissions (g)37387
NOx Emissions (g)3887
Vehicles Entered 1867
Vehicles Exited 101
Hourly Exit Rate 101
Input Volume 5393
% of Volume 2
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1431
Occupancy (veh)46
Queuing and Blocking Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)72 98 62
Average Queue (ft)16 33 24
95th Queue (ft)50 78 54
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)60 36 70
Average Queue (ft)22 13 20
95th Queue (ft)49 33 43
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)50 34 79 49 21
Average Queue (ft)5 2 33 11 9
95th Queue (ft)23 17 65 38 22
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)20 1
Queuing Penalty (veh)3 1
Queuing and Blocking Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB SB
Directions Served LTR LTR LT
Maximum Queue (ft)24 23 15
Average Queue (ft)3 10 1
95th Queue (ft)16 28 9
Link Distance (ft)2029 444 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)3
95th Queue (ft)17
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)58 26
Average Queue (ft)24 2
95th Queue (ft)47 15
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)56 28
Average Queue (ft)22 5
95th Queue (ft)44 22
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)22
Average Queue (ft)5
95th Queue (ft)20
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)6 10 55 39
Average Queue (ft)0 0 27 19
95th Queue (ft)4 5 51 35
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 4
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.5 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.0 0.3 0.1 0.8 0.0 0.0 2.3
Total Del/Veh (s)11.2 6.7 5.0 9.4 2.3 2.1 8.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.4 0.3 0.1 0.2 0.7 0.5 0.3
Total Stops 25 15 2 17 15 6 80
Stop/Veh 0.08 0.08 0.03 0.06 0.24 0.21 0.08
Travel Dist (mi)155.7 85.0 31.9 139.4 8.0 3.6 423.5
Travel Time (hr)3.9 2.1 0.8 3.4 0.3 0.1 10.6
Avg Speed (mph)40 40 41 41 30 31 40
Fuel Used (gal)3.7 2.0 0.8 3.5 0.2 0.1 10.3
Fuel Eff. (mpg)41.7 42.5 39.9 39.7 44.6 41.7 41.1
HC Emissions (g)56 22 6 48 2 2 135
CO Emissions (g)1828 828 242 1455 87 56 4495
NOx Emissions (g)222 101 36 213 7 5 584
Vehicles Entered 323 176 67 292 62 28 948
Vehicles Exited 323 176 67 291 62 28 947
Hourly Exit Rate 352 192 73 317 68 31 1033
Input Volume 348 192 70 307 71 33 1020
% of Volume 101 100 105 103 96 92 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)502
Occupancy (veh) 4 2 1 4 0 0 11
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.1 0.0 0.0 4.1 0.2 0.2
Total Delay (hr)0.1 0.0 0.0 0.2 0.1 0.0 0.4
Total Del/Veh (s)1.2 0.7 3.2 1.7 8.1 3.2 1.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.1 0.1 1.5 0.0 6.5 3.5 0.4
Total Stops 0 0 3 0 30 24 57
Stop/Veh 0.00 0.00 0.38 0.00 1.00 1.00 0.08
Travel Dist (mi)168.1 7.5 3.5 163.5 2.0 1.7 346.3
Travel Time (hr)4.0 0.2 0.1 3.2 0.2 0.1 7.8
Avg Speed (mph)42 40 44 51 14 17 45
Fuel Used (gal)7.4 0.3 0.1 4.9 0.1 0.0 12.9
Fuel Eff. (mpg)22.6 23.3 35.5 33.1 31.1 40.7 26.8
HC Emissions (g)132 3 1 58 1 0 195
CO Emissions (g)6468 233 31 2141 22 9 8903
NOx Emissions (g)457 13 4 305 2 1 782
Vehicles Entered 339 15 7 330 30 24 745
Vehicles Exited 339 15 7 328 30 24 743
Hourly Exit Rate 370 16 8 358 33 26 811
Input Volume 370 15 9 343 34 24 795
% of Volume 100 107 87 104 95 108 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1393
Occupancy (veh) 4 0 0 4 0 0 8
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.3 2.7 0.0 0.0 0.4 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.0 1.9 1.3 2.1 1.3 0.4 5.7 10.3 2.9 6.3 10.2 2.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.2 0.0 0.0 1.2 0.0 0.0 5.2 3.7 3.4 4.7 4.1 2.6
Total Stops 1 0 0 2 0 0 16 1 6 4 9 17
Stop/Veh 0.33 0.00 0.00 0.29 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)1.3 158.4 21.3 2.8 126.4 0.8 7.7 0.6 2.8 0.9 2.0 3.4
Travel Time (hr)0.0 3.1 0.4 0.1 2.5 0.0 0.2 0.0 0.1 0.0 0.1 0.1
Avg Speed (mph)45 51 48 44 52 49 37 37 38 31 30 34
Fuel Used (gal)0.0 4.7 0.6 0.1 3.8 0.0 0.2 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)39.0 33.9 38.1 38.4 33.6 35.4 35.0 36.8 33.7 34.7 43.3 40.5
HC Emissions (g)0 72 12 0 48 0 1 0 0 0 0 0
CO Emissions (g)6 2243 315 25 1787 9 80 4 28 13 15 24
NOx Emissions (g)1 329 46 3 239 1 9 1 3 1 2 3
Vehicles Entered 3 318 43 7 303 2 16 1 6 4 9 17
Vehicles Exited 3 317 43 7 302 2 16 1 6 4 9 17
Hourly Exit Rate 3 346 47 8 329 2 17 1 7 4 10 19
Input Volume 2 346 47 8 315 2 16 2 6 6 8 16
% of Volume 144 100 99 98 104 96 107 48 112 75 126 113
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 3 0 0 3 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.4
Total Del/Veh (s)1.8
Stop Delay (hr)0.1
Stop Del/Veh (s)0.3
Total Stops 56
Stop/Veh 0.08
Travel Dist (mi)328.4
Travel Time (hr)6.6
Avg Speed (mph)50
Fuel Used (gal)9.6
Fuel Eff. (mpg)34.2
HC Emissions (g)136
CO Emissions (g)4551
NOx Emissions (g)639
Vehicles Entered 729
Vehicles Exited 727
Hourly Exit Rate 793
Input Volume 775
% of Volume 102
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)2215
Occupancy (veh)7
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.1 0.1 0.1 0.2 0.1 2.8 0.0 0.0 0.8 0.1
Total Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)7.8 3.1 5.5 4.9 2.2 1.1 0.4 0.0 1.8 1.5 0.7 2.4
Stop Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)3.4 2.5 3.9 2.1 2.3 0.2 0.0 0.0 0.8 0.1 0.0 1.4
Total Stops 5 75 12 3 6 3 0 0 0 0 0 104
Stop/Veh 1.00 0.96 1.00 1.00 1.00 0.09 0.00 0.00 0.00 0.00 0.00 0.48
Travel Dist (mi)2.2 36.2 1.1 0.2 0.5 15.6 7.1 2.0 1.1 28.1 1.3 95.4
Travel Time (hr)0.1 1.4 0.1 0.0 0.0 0.4 0.1 0.0 0.0 0.6 0.0 2.8
Avg Speed (mph)26 26 18 19 20 43 48 45 40 44 42 34
Fuel Used (gal)0.1 1.1 0.0 0.0 0.0 0.4 0.2 0.0 0.0 1.1 0.0 3.1
Fuel Eff. (mpg)31.5 32.2 42.4 45.2 37.2 39.3 37.0 41.2 27.4 24.9 27.5 30.9
HC Emissions (g)0 9 0 0 0 7 1 0 0 20 0 37
CO Emissions (g)13 242 3 0 2 175 50 8 23 871 28 1417
NOx Emissions (g)1 28 0 0 0 27 9 2 2 71 2 142
Vehicles Entered 5 76 12 3 6 31 14 4 2 57 3 213
Vehicles Exited 5 75 12 3 6 32 15 4 2 57 3 214
Hourly Exit Rate 5 82 13 3 7 35 16 4 2 62 3 233
Input Volume 7 86 18 2 5 34 16 3 4 60 2 239
% of Volume 80 95 73 144 124 102 100 133 51 104 144 98
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)4439
Occupancy (veh) 0 2 0 0 0 0 0 0 0 1 0 3
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.1 3.0 0.1 0.0 1.8 0.4 1.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.2 2.4 0.0 0.0 0.1 0.0 0.7
Total Stops 14 29 0 0 2 0 45
Stop/Veh 0.93 1.00 0.00 0.00 0.04 0.00 0.27
Travel Dist (mi)7.3 14.4 1.4 0.6 5.0 3.8 32.4
Travel Time (hr)0.3 0.6 0.0 0.0 0.2 0.1 1.3
Avg Speed (mph)26 26 30 24 23 29 26
Fuel Used (gal)0.2 0.4 0.0 0.0 0.1 0.1 1.0
Fuel Eff. (mpg)33.1 32.6 35.2 49.2 39.0 34.0 34.0
HC Emissions (g)1 6 0 0 1 2 10
CO Emissions (g)39 132 3 1 18 43 237
NOx Emissions (g)4 17 1 0 3 7 31
Vehicles Entered 15 29 16 7 57 43 167
Vehicles Exited 14 29 16 7 57 43 166
Hourly Exit Rate 15 32 17 8 62 47 181
Input Volume 17 28 21 8 67 40 181
% of Volume 90 111 82 98 93 117 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2751
Occupancy (veh) 0 1 0 0 0 0 1
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.2 3.4 0.0 0.1 0.2
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.2 0.3
Total Del/Veh (s)8.2 3.2 0.4 0.2 1.1 1.5 2.2
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)6.3 2.9 0.0 0.0 0.4 0.1 0.9
Total Stops 74 10 0 0 1 0 85
Stop/Veh 1.00 1.00 0.00 0.00 0.11 0.00 0.15
Travel Dist (mi)6.9 0.9 35.0 5.5 2.7 110.6 161.7
Travel Time (hr)0.4 0.0 0.7 0.1 0.1 2.3 3.6
Avg Speed (mph)16 19 54 50 42 48 45
Fuel Used (gal)0.2 0.0 1.0 0.1 0.1 3.9 5.3
Fuel Eff. (mpg)38.5 40.2 33.6 37.9 32.9 28.5 30.2
HC Emissions (g)2 0 16 1 1 53 73
CO Emissions (g)37 2 539 49 47 2470 3144
NOx Emissions (g)5 0 75 7 4 229 320
Vehicles Entered 74 9 91 14 8 368 564
Vehicles Exited 74 10 91 15 9 369 568
Hourly Exit Rate 81 11 99 16 10 403 620
Input Volume 74 9 110 20 9 403 625
% of Volume 109 124 91 82 111 100 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1628
Occupancy (veh) 0 0 1 0 0 3 4
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.4 3.0 0.5 0.2 0.5 0.5 1.5
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.3 2.6 0.0 0.0 0.2 0.0 0.8
Total Stops 67 13 0 0 1 0 81
Stop/Veh 1.00 1.00 0.00 0.00 0.11 0.00 0.19
Travel Dist (mi)6.6 1.3 26.2 5.5 1.3 32.8 73.6
Travel Time (hr)0.4 0.1 0.5 0.1 0.0 0.6 1.7
Avg Speed (mph)18 20 51 47 38 51 42
Fuel Used (gal)0.2 0.0 0.9 0.1 0.0 1.2 2.4
Fuel Eff. (mpg)35.1 35.9 30.8 37.0 39.3 27.9 30.3
HC Emissions (g)2 0 15 1 0 15 32
CO Emissions (g)52 10 517 61 24 823 1487
NOx Emissions (g)5 1 62 7 1 61 136
Vehicles Entered 66 13 84 16 9 231 419
Vehicles Exited 66 13 85 16 9 231 420
Hourly Exit Rate 72 14 93 17 10 252 458
Input Volume 72 12 102 17 10 251 464
% of Volume 100 117 91 103 97 100 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)3171
Occupancy (veh) 0 0 1 0 0 1 2
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.0 0.3 0.1 0.3 0.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.3 0.0 0.0 0.0 0.1
Total Stops 11 0 0 0 11
Stop/Veh 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi)1.1 10.9 0.9 35.8 48.7
Travel Time (hr)0.1 0.2 0.0 1.2 1.5
Avg Speed (mph)20 48 39 31 33
Fuel Used (gal)0.0 0.4 0.0 2.7 3.1
Fuel Eff. (mpg)42.8 27.1 39.3 13.3 15.5
HC Emissions (g)0 7 0 39 47
CO Emissions (g)2 309 12 2895 3218
NOx Emissions (g)0 28 1 121 150
Vehicles Entered 11 77 7 243 338
Vehicles Exited 11 77 7 242 337
Hourly Exit Rate 12 84 8 264 368
Input Volume 12 91 5 262 370
% of Volume 99 93 145 101 99
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2075
Occupancy (veh) 0 0 0 1 2
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.2
Total Del/Veh (s)1.6 0.4 0.1 0.1 0.1 4.5 5.1 4.3 6.3 2.3 4.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.2 0.0 0.0 0.0 0.0 2.7 2.3 2.6 2.8 2.4 1.9
Total Stops 0 0 0 0 0 11 30 8 77 4 130
Stop/Veh 0.00 0.00 0.00 0.00 0.00 1.00 0.88 1.00 1.00 1.00 0.71
Travel Dist (mi)0.1 0.2 0.5 1.1 1.7 0.6 1.9 0.4 4.1 0.2 10.8
Travel Time (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.3 0.0 0.6
Avg Speed (mph)17 27 18 29 25 16 17 16 15 16 18
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.3
Fuel Eff. (mpg)32.1 17.9 45.6 33.7 44.1 51.9 50.2 47.6 38.3 37.7 40.7
HC Emissions (g)0 0 0 0 0 0 0 0 1 0 1
CO Emissions (g)1 7 3 4 5 1 5 1 21 1 47
NOx Emissions (g)0 0 0 0 0 0 1 0 2 0 4
Vehicles Entered 3 5 14 10 16 11 34 8 77 4 182
Vehicles Exited 3 5 14 10 16 11 34 8 77 4 182
Hourly Exit Rate 3 5 15 11 17 12 37 9 84 4 199
Input Volume 3 4 18 10 18 12 38 9 79 4 195
% of Volume 100 128 85 108 97 99 99 99 107 102 102
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3735
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)4.0
Total Del/Veh (s)261.9
Stop Delay (hr)0.7
Stop Del/Veh (s)46.2
Total Stops 649
Stop/Veh 11.80
Travel Dist (mi)1520.8
Travel Time (hr)36.6
Avg Speed (mph)42
Fuel Used (gal)48.0
Fuel Eff. (mpg)31.7
HC Emissions (g)668
CO Emissions (g)27499
NOx Emissions (g)2788
Vehicles Entered 1451
Vehicles Exited 21
Hourly Exit Rate 23
Input Volume 4664
% of Volume 0
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1744
Occupancy (veh)40
Queuing and Blocking Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 105 67 46
Average Queue (ft) 25 13 15
95th Queue (ft)72 48 41
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)25 49 36
Average Queue (ft)3 17 12
95th Queue (ft)15 40 30
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB EB WB NB NB SB
Directions Served LT R LT LT R LTR
Maximum Queue (ft)24 4 31 23 29 34
Average Queue (ft)1 0 1 9 4 12
95th Queue (ft)11 3 14 25 18 27
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300 25
Storage Blk Time (%)3 1
Queuing Penalty (veh)0 0
Queuing and Blocking Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)60 23 36 10
Average Queue (ft)27 13 3 0
95th Queue (ft)51 31 20 5
Link Distance (ft)2777 444 2602 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%) 0
Queuing Penalty (veh)0
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)55 34
Average Queue (ft)23 2
95th Queue (ft)45 17
Link Distance (ft)2777 435
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)75 31
Average Queue (ft)32 1
95th Queue (ft)60 12
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)64 10
Average Queue (ft)28 1
95th Queue (ft)48 9
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)23
Average Queue (ft)7
95th Queue (ft)23
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)16 4 50 66
Average Queue (ft)1 0 25 24
95th Queue (ft)7 3 49 46
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.1 0.2 0.1 1.5 0.1 0.0 0.0 3.0
Total Del/Veh (s)10.2 5.7 6.9 11.6 2.9 0.6 2.7 9.1
Stop Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.2
Stop Del/Veh (s)0.2 0.2 0.7 0.8 0.8 0.1 0.6 0.5
Total Stops 24 5 7 69 34 0 8 147
Stop/Veh 0.06 0.05 0.14 0.15 0.25 0.00 0.22 0.12
Travel Dist (mi)190.2 46.1 23.6 215.5 17.8 0.3 4.7 498.0
Travel Time (hr)4.7 1.1 0.6 5.5 0.6 0.0 0.2 12.6
Avg Speed (mph)41 41 39 39 29 42 30 40
Fuel Used (gal)4.6 1.1 0.5 5.1 0.3 0.0 0.1 11.8
Fuel Eff. (mpg)40.9 40.4 43.0 42.5 52.8 36.2 50.1 42.0
HC Emissions (g)73 19 6 64 3 0 2 167
CO Emissions (g)2419 601 195 1844 105 4 54 5221
NOx Emissions (g)290 73 30 293 11 0 6 703
Vehicles Entered 393 96 50 451 136 4 37 1167
Vehicles Exited 396 95 50 450 136 4 37 1168
Hourly Exit Rate 396 95 50 450 136 4 37 1168
Input Volume 386 104 47 445 135 3 37 1157
% of Volume 103 91 107 101 101 145 99 101
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)459
Occupancy (veh) 5 1 1 5 1 0 0 13
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 4.0 0.1 0.1
Total Delay (hr)0.1 0.0 0.0 0.3 0.1 0.0 0.5
Total Del/Veh (s)1.2 0.6 4.2 2.2 10.0 3.1 2.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.0 0.1 1.7 0.1 8.5 3.6 0.4
Total Stops 1 0 11 0 24 15 51
Stop/Veh 0.00 0.00 0.41 0.00 1.00 1.00 0.05
Travel Dist (mi)198.5 17.3 13.5 237.8 1.6 1.1 469.8
Travel Time (hr)4.7 0.4 0.3 4.7 0.2 0.1 10.4
Avg Speed (mph)42 40 43 50 12 17 45
Fuel Used (gal)8.8 0.7 0.4 7.2 0.1 0.0 17.1
Fuel Eff. (mpg)22.6 24.3 36.6 33.1 30.6 46.1 27.4
HC Emissions (g)150 25 2 107 0 0 284
CO Emissions (g)7619 845 105 3489 11 2 12071
NOx Emissions (g)528 69 16 494 1 0 1108
Vehicles Entered 398 34 27 478 24 15 976
Vehicles Exited 399 35 27 478 24 15 978
Hourly Exit Rate 399 35 27 478 24 15 978
Input Volume 387 36 25 467 25 16 956
% of Volume 103 97 108 102 96 95 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1133
Occupancy (veh) 5 0 0 5 0 0 10
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.4 0.4 2.8 0.0 0.0 0.0 0.2 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.7 2.1 1.2 2.3 1.7 0.3 9.2 7.5 3.4 7.5 12.3 2.6
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.3 0.0 0.0 1.2 0.0 0.0 8.0 3.4 3.2 6.9 6.7 3.0
Total Stops 5 2 0 3 0 0 32 11 13 4 5 13
Stop/Veh 0.36 0.01 0.00 0.38 0.00 0.00 1.00 0.65 0.93 1.00 1.00 1.00
Travel Dist (mi)6.7 186.8 12.6 3.3 192.4 2.1 16.2 6.8 6.8 0.9 1.0 2.7
Travel Time (hr)0.1 3.7 0.3 0.1 3.8 0.0 0.4 0.2 0.2 0.0 0.0 0.1
Avg Speed (mph)45 51 49 44 51 51 36 39 40 29 27 34
Fuel Used (gal)0.2 5.3 0.3 0.1 5.7 0.1 0.5 0.2 0.2 0.0 0.0 0.1
Fuel Eff. (mpg)39.6 35.0 40.0 39.7 33.9 37.3 33.8 35.0 35.2 46.2 41.5 40.3
HC Emissions (g)1 84 3 0 69 0 23 1 1 0 0 0
CO Emissions (g)39 2505 106 23 2615 21 505 60 67 4 9 21
NOx Emissions (g)8 386 18 4 346 3 67 8 8 1 1 3
Vehicles Entered 13 375 25 8 460 5 32 16 14 4 5 13
Vehicles Exited 13 374 25 8 460 5 32 16 13 4 5 13
Hourly Exit Rate 13 374 25 8 460 5 32 16 13 4 5 13
Input Volume 14 365 24 8 450 5 31 17 13 4 5 10
% of Volume 95 103 104 97 102 95 103 96 98 100 95 127
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 0 0 4 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)0.6
Total Del/Veh (s)2.3
Stop Delay (hr)0.1
Stop Del/Veh (s)0.5
Total Stops 88
Stop/Veh 0.09
Travel Dist (mi)438.3
Travel Time (hr)8.9
Avg Speed (mph)49
Fuel Used (gal)12.6
Fuel Eff. (mpg)34.8
HC Emissions (g)183
CO Emissions (g)5975
NOx Emissions (g)851
Vehicles Entered 970
Vehicles Exited 968
Hourly Exit Rate 968
Input Volume 946
% of Volume 102
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1796
Occupancy (veh)9
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 1.9 0.0 0.0 0.2
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)9.5 6.3 2.9 5.3 6.4 2.6 1.4 1.8 0.8 1.1 1.3 2.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.7 3.1 2.5 3.7 3.1 2.7 0.1 0.0 0.0 0.2 0.1 0.8
Total Stops 1 4 56 7 6 3 2 0 0 0 0 79
Stop/Veh 1.00 0.80 1.00 1.00 1.00 1.00 0.02 0.00 0.00 0.00 0.00 0.27
Travel Dist (mi)0.8 2.3 29.9 0.6 0.5 0.3 45.8 28.0 9.3 4.9 14.7 137.0
Travel Time (hr)0.0 0.1 1.1 0.0 0.0 0.0 1.1 0.6 0.2 0.1 0.3 3.7
Avg Speed (mph)26 25 26 18 19 20 43 47 45 41 44 38
Fuel Used (gal)0.0 0.1 0.9 0.0 0.0 0.0 1.2 0.8 0.2 0.2 0.6 4.1
Fuel Eff. (mpg)29.0 30.1 31.9 41.0 42.2 41.6 38.8 34.0 40.1 27.6 25.0 33.7
HC Emissions (g)0 0 8 0 0 0 11 26 1 2 9 57
CO Emissions (g)4 13 224 2 1 0 396 623 68 113 443 1888
NOx Emissions (g)0 1 25 0 0 0 59 87 10 7 34 225
Vehicles Entered 1 5 55 7 6 3 93 57 19 10 30 286
Vehicles Exited 1 5 56 7 6 3 93 57 19 10 30 287
Hourly Exit Rate 1 5 56 7 6 3 93 57 19 10 30 287
Input Volume 2 3 61 6 5 3 92 56 21 9 30 289
% of Volume 50 154 91 112 114 100 101 102 92 108 100 99
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3774
Occupancy (veh) 0 0 1 0 0 0 1 1 0 0 0 4
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBT WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0
Total Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)4.9 0.3 3.5 0.2 0.1 2.0 0.4 1.7
Stop Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)2.7 0.0 2.6 0.0 0.0 0.2 0.0 0.9
Total Stops 12 0 73 0 0 4 0 89
Stop/Veh 0.92 0.00 0.97 0.00 0.00 0.09 0.00 0.34
Travel Dist (mi)6.7 3.8 39.2 4.8 1.3 2.8 1.8 60.3
Travel Time (hr)0.3 0.1 1.5 0.2 0.1 0.1 0.1 2.3
Avg Speed (mph)26 28 26 29 23 20 28 26
Fuel Used (gal)0.2 0.1 1.2 0.1 0.0 0.1 0.1 1.9
Fuel Eff. (mpg)32.5 27.3 32.1 36.5 50.1 37.3 28.7 32.4
HC Emissions (g)1 2 9 2 0 1 1 15
CO Emissions (g)39 50 261 28 2 15 30 426
NOx Emissions (g)4 5 27 5 0 2 3 46
Vehicles Entered 12 14 73 67 15 46 32 259
Vehicles Exited 12 14 73 67 15 46 32 259
Hourly Exit Rate 12 14 73 67 15 46 32 259
Input Volume 13 14 70 64 19 48 34 262
% of Volume 91 97 105 104 80 96 93 99
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)1637
Occupancy (veh) 0 0 1 0 0 0 0 2
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.4 3.0 0.0 0.0 0.6
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.5 2.8 1.0 0.3 1.4 0.8 1.3
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.8 2.9 0.0 0.0 0.8 0.1 0.4
Total Stops 38 13 0 0 3 0 54
Stop/Veh 1.00 1.00 0.00 0.00 0.25 0.00 0.09
Travel Dist (mi)3.9 1.3 106.2 26.9 3.8 52.6 194.7
Travel Time (hr)0.2 0.1 2.1 0.6 0.1 1.1 4.1
Avg Speed (mph)18 20 53 48 41 49 48
Fuel Used (gal)0.1 0.0 3.2 0.7 0.1 1.9 6.1
Fuel Eff. (mpg)41.5 41.3 33.0 37.9 30.3 27.6 32.0
HC Emissions (g)1 0 40 13 1 37 92
CO Emissions (g)19 2 1630 427 74 1429 3582
NOx Emissions (g)3 0 197 50 5 139 394
Vehicles Entered 38 13 277 70 12 165 575
Vehicles Exited 38 13 276 70 12 164 573
Hourly Exit Rate 38 13 276 70 12 164 573
Input Volume 39 14 280 71 12 176 592
% of Volume 97 95 98 99 98 93 97
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1591
Occupancy (veh) 0 0 2 1 0 1 4
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.0 2.9 0.7 0.4 1.0 0.2 1.1
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.1 3.0 0.0 0.0 0.7 0.0 0.5
Total Stops 45 6 0 0 7 0 58
Stop/Veh 1.00 1.00 0.00 0.00 0.23 0.00 0.12
Travel Dist (mi)4.5 0.6 67.3 21.7 4.4 16.2 114.6
Travel Time (hr)0.2 0.0 1.3 0.5 0.1 0.3 2.5
Avg Speed (mph)18 20 52 47 35 52 46
Fuel Used (gal)0.1 0.0 2.1 0.5 0.1 0.6 3.5
Fuel Eff. (mpg)36.4 39.1 32.3 39.8 40.5 26.1 32.8
HC Emissions (g)2 0 25 6 2 10 44
CO Emissions (g)40 2 1027 235 79 521 1904
NOx Emissions (g)4 0 125 31 5 36 201
Vehicles Entered 45 6 224 65 31 114 485
Vehicles Exited 45 6 224 65 31 114 485
Hourly Exit Rate 45 6 224 65 31 114 485
Input Volume 46 6 227 67 29 122 497
% of Volume 98 96 99 97 107 93 98
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2434
Occupancy (veh) 0 0 1 0 0 0 2
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.5 0.3 0.0 0.3 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.8 0.0 0.0 0.1 0.1
Total Stops 11 0 0 0 11
Stop/Veh 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi)1.0 23.5 1.9 21.7 48.1
Travel Time (hr)0.1 0.5 0.0 0.7 1.3
Avg Speed (mph)20 51 43 31 38
Fuel Used (gal)0.0 0.7 0.0 1.6 2.4
Fuel Eff. (mpg)42.6 32.7 52.3 13.2 19.9
HC Emissions (g)0 8 0 30 38
CO Emissions (g)3 343 12 1848 2205
NOx Emissions (g)0 40 1 87 129
Vehicles Entered 11 166 14 145 336
Vehicles Exited 11 167 14 144 336
Hourly Exit Rate 11 167 14 144 336
Input Volume 8 167 17 151 343
% of Volume 133 100 84 96 98
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2624
Occupancy (veh) 0 0 0 1 1
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.2
Total Del/Veh (s)1.5 0.5 0.0 0.3 0.2 4.9 5.3 4.5 6.1 1.9 3.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.2 0.0 0.0 0.0 0.0 2.8 2.4 2.9 2.8 2.2 1.5
Total Stops 0 0 0 0 0 23 82 16 10 5 136
Stop/Veh 0.00 0.00 0.00 0.00 0.00 1.00 0.86 1.00 1.00 1.00 0.56
Travel Dist (mi)0.1 0.4 0.6 4.9 1.6 1.4 5.3 0.8 0.5 0.3 15.8
Travel Time (hr)0.0 0.0 0.0 0.2 0.1 0.1 0.3 0.1 0.0 0.0 0.8
Avg Speed (mph)17 26 18 29 24 16 17 15 15 17 20
Fuel Used (gal)0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.4
Fuel Eff. (mpg)34.1 18.1 49.0 35.9 42.4 51.3 49.0 46.0 43.6 49.4 41.6
HC Emissions (g)0 0 0 1 0 0 1 0 0 0 2
CO Emissions (g)1 15 3 23 3 2 13 2 1 1 65
NOx Emissions (g)0 1 0 3 0 0 1 0 0 0 6
Vehicles Entered 3 12 18 45 15 23 95 15 10 5 241
Vehicles Exited 3 12 18 45 14 23 95 16 10 5 241
Hourly Exit Rate 3 12 18 45 14 23 95 16 10 5 241
Input Volume 4 10 19 51 13 22 92 20 12 4 247
% of Volume 75 117 96 88 106 106 104 81 82 125 98
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3130
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Total Zone Performance
Denied Delay (hr)0.3
Denied Del/Veh (s)0.5
Total Delay (hr)5.1
Total Del/Veh (s)113.0
Stop Delay (hr)0.8
Stop Del/Veh (s)17.6
Total Stops 713
Stop/Veh 4.43
Travel Dist (mi)1976.7
Travel Time (hr)46.6
Avg Speed (mph)43
Fuel Used (gal)59.9
Fuel Eff. (mpg)33.0
HC Emissions (g)882
CO Emissions (g)33336
NOx Emissions (g)3662
Vehicles Entered 1819
Vehicles Exited 116
Hourly Exit Rate 116
Input Volume 5290
% of Volume 2
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1495
Occupancy (veh)46
Queuing and Blocking Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)60 123 62
Average Queue (ft)18 35 22
95th Queue (ft)52 85 50
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)34 37 24
Average Queue (ft)8 15 7
95th Queue (ft)29 36 23
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)44 20 62 42 24
Average Queue (ft)4 2 22 8 9
95th Queue (ft)25 12 47 29 22
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)8 1
Queuing Penalty (veh)1 0
Queuing and Blocking Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)48 28 28 11
Average Queue (ft)24 9 2 0
95th Queue (ft)44 27 13 6
Link Distance (ft)2777 444 2602 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%) 0
Queuing Penalty (veh)0
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)58 29
Average Queue (ft)30 3
95th Queue (ft)52 20
Link Distance (ft)2777 435
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB NB SB
Directions Served LR R LT
Maximum Queue (ft)59 4 30
Average Queue (ft)24 0 2
95th Queue (ft)49 3 16
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)50 34
Average Queue (ft)22 5
95th Queue (ft)42 21
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)23
Average Queue (ft)6
95th Queue (ft)21
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)12 68 40
Average Queue (ft)1 35 14
95th Queue (ft)8 55 34
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.5 0.0 0.0 0.0 0.0 0.3
Total Delay (hr)1.1 0.4 0.1 0.7 0.0 0.0 2.4
Total Del/Veh (s)12.0 7.4 5.0 9.0 2.4 2.2 8.8
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.6 0.6 0.2 0.3 0.7 0.5 0.5
Total Stops 36 19 5 19 17 6 102
Stop/Veh 0.10 0.10 0.08 0.07 0.24 0.18 0.10
Travel Dist (mi)163.6 94.7 31.5 127.6 9.1 4.2 430.7
Travel Time (hr)4.2 2.4 0.8 3.1 0.3 0.1 10.9
Avg Speed (mph)40 40 42 42 29 30 40
Fuel Used (gal)3.9 2.2 0.8 3.2 0.2 0.1 10.5
Fuel Eff. (mpg)42.3 42.3 40.1 39.4 38.5 40.8 41.1
HC Emissions (g)46 44 8 44 2 1 145
CO Emissions (g)1675 1255 276 1402 125 53 4786
NOx Emissions (g)201 157 41 194 9 5 606
Vehicles Entered 339 197 66 267 70 33 972
Vehicles Exited 339 195 65 268 70 32 969
Hourly Exit Rate 370 213 71 292 76 35 1057
Input Volume 348 197 70 307 80 33 1034
% of Volume 106 108 102 95 96 105 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)488
Occupancy (veh) 5 3 1 3 0 0 12
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 3.9 0.2 0.2
Total Delay (hr)0.2 0.0 0.0 0.1 0.1 0.1 0.6
Total Del/Veh (s)2.0 0.6 3.8 1.7 11.4 4.6 2.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.2
Stop Del/Veh (s)0.1 0.1 1.9 0.1 9.5 4.4 0.9
Total Stops 0 0 19 0 27 92 138
Stop/Veh 0.00 0.00 0.48 0.00 0.96 1.00 0.16
Travel Dist (mi)179.3 7.0 19.8 151.9 1.9 6.4 366.2
Travel Time (hr)4.3 0.2 0.5 3.0 0.2 0.4 8.6
Avg Speed (mph)42 40 43 50 11 15 43
Fuel Used (gal)8.0 0.3 0.6 4.8 0.1 0.2 13.9
Fuel Eff. (mpg)22.5 24.0 34.1 31.7 24.8 33.5 26.4
HC Emissions (g)119 3 4 64 1 2 192
CO Emissions (g)6625 217 220 2465 27 61 9613
NOx Emissions (g)431 12 25 302 2 6 779
Vehicles Entered 362 14 40 306 27 92 841
Vehicles Exited 362 14 40 306 27 92 841
Hourly Exit Rate 395 15 44 334 29 100 917
Input Volume 370 15 43 343 34 103 908
% of Volume 107 99 101 97 86 98 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1259
Occupancy (veh) 5 0 1 3 0 0 9
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.3 0.3 2.7 0.0 0.0 0.6 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.9 2.4 1.8 2.4 1.3 0.1 6.5 10.4 2.9 6.9 12.3 3.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.3 0.1 0.1 1.6 0.0 0.0 5.6 4.2 3.4 6.3 5.9 3.3
Total Stops 0 0 0 4 0 0 43 2 5 5 7 14
Stop/Veh 0.00 0.00 0.00 0.57 0.00 0.00 0.98 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)0.8 164.5 61.3 2.9 119.6 1.1 20.9 1.0 2.4 1.0 1.5 2.9
Travel Time (hr)0.0 3.4 1.4 0.1 2.3 0.0 0.6 0.0 0.1 0.0 0.1 0.1
Avg Speed (mph)42 49 45 45 52 51 37 39 40 29 28 33
Fuel Used (gal)0.0 5.6 1.8 0.1 3.6 0.0 0.6 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)25.7 29.2 33.3 38.4 33.4 39.4 37.4 39.1 36.2 44.6 40.8 42.6
HC Emissions (g)0 76 27 1 46 0 7 0 0 0 0 0
CO Emissions (g)16 3353 1042 31 1738 8 223 4 22 4 16 21
NOx Emissions (g)1 338 114 4 222 1 33 1 3 1 1 3
Vehicles Entered 2 332 124 7 285 3 43 2 5 5 7 14
Vehicles Exited 2 332 123 7 286 3 43 2 5 5 7 14
Hourly Exit Rate 2 362 134 8 312 3 47 2 5 5 8 15
Input Volume 2 350 122 8 319 2 47 2 6 6 8 16
% of Volume 96 103 110 98 98 144 99 96 94 94 98 93
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 3 0 1 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.5
Total Del/Veh (s)2.3
Stop Delay (hr)0.1
Stop Del/Veh (s)0.5
Total Stops 80
Stop/Veh 0.10
Travel Dist (mi)380.0
Travel Time (hr)8.0
Avg Speed (mph)48
Fuel Used (gal)12.0
Fuel Eff. (mpg)31.7
HC Emissions (g)157
CO Emissions (g)6478
NOx Emissions (g)722
Vehicles Entered 829
Vehicles Exited 829
Hourly Exit Rate 904
Input Volume 888
% of Volume 102
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1838
Occupancy (veh)9
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.1 0.1 0.1 0.1 0.1 2.6 0.0 0.0 0.0 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)8.6 2.7 4.6 2.1 0.6 0.2 0.1 0.9 0.8 0.7 1.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.2 3.0 3.1 2.4 0.3 0.0 0.0 0.2 0.0 0.0 0.5
Total Stops 1 5 18 7 0 0 0 1 0 0 32
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.10 0.00 0.00 0.15
Travel Dist (mi)0.5 2.0 1.5 0.6 0.6 19.5 1.1 4.7 64.1 1.1 95.7
Travel Time (hr)0.0 0.1 0.1 0.0 0.0 0.4 0.0 0.1 1.5 0.0 2.2
Avg Speed (mph)26 27 18 20 45 49 47 40 44 39 43
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.5 0.0 0.2 2.5 0.0 3.4
Fuel Eff. (mpg)37.3 38.9 41.4 43.0 40.6 36.5 42.2 26.2 25.5 26.6 28.0
HC Emissions (g)0 0 0 0 0 8 0 2 37 0 47
CO Emissions (g)1 3 5 2 3 199 4 112 1849 25 2202
NOx Emissions (g)0 1 0 0 1 36 1 7 145 2 193
Vehicles Entered 1 5 18 7 1 40 2 9 128 2 213
Vehicles Exited 1 5 18 7 1 39 2 9 129 2 213
Hourly Exit Rate 1 5 20 8 1 43 2 10 141 2 232
Input Volume 2 5 18 7 2 45 3 10 128 2 224
% of Volume 48 103 110 112 48 94 67 97 110 96 104
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)5295
Occupancy (veh) 0 0 0 0 0 0 0 0 2 0 2
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.6 2.7 0.1 0.0 0.1 0.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.6 2.6 0.0 0.0 0.0 0.2
Total Stops 4 2 0 0 0 6
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.07
Travel Dist (mi)0.4 0.2 2.1 0.2 4.7 7.6
Travel Time (hr)0.0 0.0 0.1 0.0 0.2 0.3
Avg Speed (mph)20 21 29 24 30 28
Fuel Used (gal)0.0 0.0 0.1 0.0 0.1 0.2
Fuel Eff. (mpg)43.5 39.7 35.2 53.8 34.7 35.7
HC Emissions (g)0 0 1 0 1 2
CO Emissions (g)1 1 9 0 25 36
NOx Emissions (g)0 0 2 0 4 5
Vehicles Entered 4 2 26 2 55 89
Vehicles Exited 4 2 26 2 54 88
Hourly Exit Rate 4 2 28 2 59 96
Input Volume 4 2 28 2 56 94
% of Volume 102 96 100 96 104 102
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.2 3.1 0.2 0.1 0.2
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.2 0.4
Total Del/Veh (s)8.1 2.9 0.6 0.3 1.2 1.6 2.1
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)6.2 2.7 0.0 0.0 0.4 0.1 0.8
Total Stops 75 7 0 0 1 0 83
Stop/Veh 1.00 1.00 0.00 0.00 0.12 0.00 0.13
Travel Dist (mi)7.0 0.7 45.8 7.7 2.3 127.3 190.7
Travel Time (hr)0.4 0.0 0.9 0.2 0.1 2.7 4.3
Avg Speed (mph)16 20 53 49 41 47 45
Fuel Used (gal)0.2 0.0 1.4 0.2 0.1 4.8 6.6
Fuel Eff. (mpg)38.7 40.8 33.6 37.9 30.7 26.7 28.9
HC Emissions (g)1 0 17 2 1 83 104
CO Emissions (g)25 2 652 88 42 3603 4412
NOx Emissions (g)3 0 86 11 3 315 419
Vehicles Entered 75 7 119 20 8 413 642
Vehicles Exited 75 7 119 20 8 413 642
Hourly Exit Rate 82 8 130 22 9 451 700
Input Volume 77 9 128 21 9 441 686
% of Volume 106 87 101 103 99 102 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1383
Occupancy (veh) 0 0 1 0 0 3 5
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.0 0.3
Total Del/Veh (s)7.0 4.1 0.5 0.3 0.7 0.7 2.1
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.6 3.2 0.0 0.0 0.4 0.0 1.1
Total Stops 106 12 0 0 2 0 120
Stop/Veh 1.00 1.00 0.00 0.00 0.13 0.00 0.24
Travel Dist (mi)10.5 1.2 31.0 8.8 2.1 34.6 88.2
Travel Time (hr)0.6 0.1 0.6 0.2 0.1 0.7 2.2
Avg Speed (mph)17 19 52 47 36 50 40
Fuel Used (gal)0.3 0.0 1.0 0.2 0.1 1.3 2.9
Fuel Eff. (mpg)32.4 31.1 32.4 39.2 39.7 27.2 30.8
HC Emissions (g)2 0 14 1 0 22 41
CO Emissions (g)100 12 527 77 31 1047 1795
NOx Emissions (g)8 1 65 10 2 79 165
Vehicles Entered 105 12 100 26 15 244 502
Vehicles Exited 106 12 100 26 15 244 503
Hourly Exit Rate 116 13 109 28 16 266 549
Input Volume 111 12 111 26 15 251 526
% of Volume 105 108 99 107 107 106 104
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2499
Occupancy (veh) 1 0 1 0 0 1 2
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.3 0.3 0.0 0.4 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.5 0.0 0.0 0.1 0.2
Total Stops 19 0 0 0 19
Stop/Veh 1.00 0.00 0.00 0.00 0.05
Travel Dist (mi)1.9 11.7 2.0 38.3 53.7
Travel Time (hr)0.1 0.2 0.0 1.2 1.6
Avg Speed (mph)20 48 40 31 33
Fuel Used (gal)0.0 0.4 0.0 2.9 3.4
Fuel Eff. (mpg)41.1 27.0 40.1 13.2 15.7
HC Emissions (g)0 7 0 57 65
CO Emissions (g)5 310 26 3335 3675
NOx Emissions (g)1 28 2 165 195
Vehicles Entered 19 82 14 260 375
Vehicles Exited 19 82 14 260 375
Hourly Exit Rate 21 89 15 284 409
Input Volume 21 91 14 266 393
% of Volume 98 99 106 106 104
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)1870
Occupancy (veh) 0 0 0 1 2
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.4 0.4 0.0 2.1 0.5 0.2 4.7 4.1 2.6 4.1 6.1 2.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 3.0 2.1 2.5 2.4 2.7 2.3
Total Stops 0 0 0 0 0 0 6 11 5 9 28 4
Stop/Veh 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.65 1.00 1.00 1.00 1.00
Travel Dist (mi)0.1 0.1 0.1 1.3 1.4 2.7 0.3 0.8 0.3 0.5 1.5 0.2
Travel Time (hr)0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0
Avg Speed (mph)17 26 18 24 30 24 16 18 17 16 15 17
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)34.5 18.8 50.9 34.2 34.4 42.7 47.4 44.7 50.0 41.4 45.1 44.2
HC Emissions (g)0 0 0 0 0 0 0 0 0 0 0 0
CO Emissions (g)1 3 1 9 6 8 0 3 0 2 7 1
NOx Emissions (g)0 0 0 1 1 1 0 0 0 0 1 0
Vehicles Entered 4 4 5 12 13 25 6 17 5 9 28 4
Vehicles Exited 4 4 5 12 13 25 6 17 5 9 28 4
Hourly Exit Rate 4 4 5 13 14 27 7 19 5 10 31 4
Input Volume 4 5 6 11 15 25 8 19 4 9 29 4
% of Volume 102 83 94 118 92 107 84 100 128 111 105 102
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.1
Total Del/Veh (s)2.8
Stop Delay (hr)0.0
Stop Del/Veh (s)1.3
Total Stops 63
Stop/Veh 0.48
Travel Dist (mi)9.4
Travel Time (hr)0.5
Avg Speed (mph)20
Fuel Used (gal)0.2
Fuel Eff. (mpg)40.0
HC Emissions (g)1
CO Emissions (g)42
NOx Emissions (g)4
Vehicles Entered 132
Vehicles Exited 132
Hourly Exit Rate 144
Input Volume 140
% of Volume 103
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)4958
Occupancy (veh)1
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)4.4
Total Del/Veh (s)273.5
Stop Delay (hr)0.9
Stop Del/Veh (s)54.7
Total Stops 643
Stop/Veh 11.09
Travel Dist (mi)1622.4
Travel Time (hr)38.6
Avg Speed (mph)42
Fuel Used (gal)53.1
Fuel Eff. (mpg)30.6
HC Emissions (g)755
CO Emissions (g)33040
NOx Emissions (g)3088
Vehicles Entered 1560
Vehicles Exited 26
Hourly Exit Rate 28
Input Volume 4893
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1579
Occupancy (veh)42
Queuing and Blocking Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 112 58 45
Average Queue (ft) 26 16 16
95th Queue (ft)78 47 40
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)47 54 62
Average Queue (ft)13 18 27
95th Queue (ft)36 43 49
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB EB WB NB NB SB
Directions Served LT R LT LT R LTR
Maximum Queue (ft)9 4 26 45 32 33
Average Queue (ft)0 0 3 17 4 11
95th Queue (ft)5 3 15 36 19 27
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300 25
Storage Blk Time (%)7 0
Queuing Penalty (veh)0 0
Queuing and Blocking Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)32 27 4 15
Average Queue (ft)5 14 0 1
95th Queue (ft)21 32 3 9
Link Distance (ft)2029 444 2601 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)6
95th Queue (ft)25
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)68 15
Average Queue (ft)30 1
95th Queue (ft)56 7
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)69 22
Average Queue (ft)32 1
95th Queue (ft)57 10
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)27
Average Queue (ft)11
95th Queue (ft)29
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)6 50 56
Average Queue (ft)0 17 19
95th Queue (ft)5 45 41
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.1 0.2 0.1 1.3 0.1 0.0 0.0 2.8
Total Del/Veh (s)10.1 5.9 6.5 10.9 3.1 0.8 2.9 8.7
Stop Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.2 0.3 0.5 0.5 0.9 0.0 0.9 0.4
Total Stops 17 7 7 53 36 0 10 130
Stop/Veh 0.04 0.06 0.14 0.12 0.25 0.00 0.28 0.11
Travel Dist (mi)180.2 53.1 24.4 211.2 19.0 0.1 4.6 492.7
Travel Time (hr)4.4 1.3 0.6 5.3 0.7 0.0 0.2 12.4
Avg Speed (mph)41 41 40 40 29 44 29 40
Fuel Used (gal)4.4 1.3 0.6 5.0 0.4 0.0 0.1 11.8
Fuel Eff. (mpg)40.8 40.8 42.4 42.3 50.5 55.9 44.6 41.9
HC Emissions (g)65 20 9 72 4 0 1 172
CO Emissions (g)2208 651 243 2051 136 1 50 5339
NOx Emissions (g)266 80 38 304 14 0 4 707
Vehicles Entered 375 110 51 443 145 2 36 1162
Vehicles Exited 374 111 51 442 145 2 36 1161
Hourly Exit Rate 374 111 51 442 145 2 36 1161
Input Volume 385 111 47 444 142 2 37 1169
% of Volume 97 100 109 99 102 100 97 99
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)466
Occupancy (veh) 4 1 1 5 1 0 0 12
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 4.0 0.2 0.1
Total Delay (hr)0.2 0.0 0.1 0.3 0.1 0.1 0.8
Total Del/Veh (s)1.7 0.7 4.1 2.4 11.8 3.8 2.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.2
Stop Del/Veh (s)0.1 0.0 1.5 0.1 10.0 3.8 0.7
Total Stops 1 0 37 0 20 71 129
Stop/Veh 0.00 0.00 0.36 0.00 1.00 1.00 0.12
Travel Dist (mi)184.8 19.5 51.6 236.4 1.4 4.9 498.6
Travel Time (hr)4.4 0.5 1.2 4.8 0.1 0.3 11.4
Avg Speed (mph)42 39 42 49 11 16 44
Fuel Used (gal)8.2 0.8 1.5 7.9 0.1 0.1 18.7
Fuel Eff. (mpg)22.5 24.5 33.5 29.9 27.0 36.6 26.7
HC Emissions (g)130 21 22 125 0 2 301
CO Emissions (g)7085 833 872 4839 14 44 13688
NOx Emissions (g)462 64 95 524 1 5 1150
Vehicles Entered 370 39 103 472 20 71 1075
Vehicles Exited 371 39 104 475 20 71 1080
Hourly Exit Rate 371 39 104 475 20 71 1080
Input Volume 387 35 104 468 24 72 1090
% of Volume 96 111 100 101 83 99 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1030
Occupancy (veh) 4 0 1 5 0 0 11
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.4 0.4 2.6 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.2 0.0 0.4 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.7 2.4 1.7 2.7 1.9 0.5 12.1 9.0 6.8 8.7 12.8 4.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.9 0.1 0.1 1.3 0.0 0.0 10.3 5.6 5.7 7.5 6.7 4.6
Total Stops 5 1 0 3 0 0 105 9 12 4 7 11
Stop/Veh 0.42 0.00 0.00 0.43 0.00 0.00 0.99 0.50 1.00 1.00 1.00 1.00
Travel Dist (mi)6.2 177.2 36.2 2.9 192.0 3.3 52.4 6.9 5.7 0.7 1.5 2.3
Travel Time (hr)0.1 3.6 0.8 0.1 3.8 0.1 1.5 0.2 0.2 0.0 0.1 0.1
Avg Speed (mph)42 49 47 44 51 49 34 37 36 27 27 31
Fuel Used (gal)0.2 5.8 1.1 0.1 5.7 0.1 1.4 0.2 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)33.8 30.5 34.4 35.9 33.8 37.0 37.2 37.0 38.6 36.5 44.1 40.7
HC Emissions (g)1 82 17 1 96 1 16 2 1 0 0 0
CO Emissions (g)75 3364 636 32 3162 36 494 68 35 8 11 14
NOx Emissions (g)8 364 70 3 404 4 75 10 6 1 1 2
Vehicles Entered 12 355 73 7 459 8 103 18 11 4 7 11
Vehicles Exited 12 355 72 7 459 8 105 18 12 4 7 11
Hourly Exit Rate 12 355 72 7 459 8 105 18 12 4 7 11
Input Volume 14 369 76 8 455 5 107 17 13 4 5 10
% of Volume 87 96 95 85 101 152 98 107 91 100 133 107
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 4 0 2 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)1.0
Total Del/Veh (s)3.4
Stop Delay (hr)0.4
Stop Del/Veh (s)1.4
Total Stops 157
Stop/Veh 0.15
Travel Dist (mi)487.4
Travel Time (hr)10.5
Avg Speed (mph)46
Fuel Used (gal)14.8
Fuel Eff. (mpg)33.0
HC Emissions (g)216
CO Emissions (g)7934
NOx Emissions (g)948
Vehicles Entered 1068
Vehicles Exited 1070
Hourly Exit Rate 1070
Input Volume 1084
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1521
Occupancy (veh)10
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.2 0.2 2.2 0.0 0.0 0.3
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)8.7 1.8 4.9 2.3 0.8 0.7 0.3 0.9 0.9 0.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)6.3 1.9 3.4 2.7 0.1 0.0 0.0 0.2 0.1 0.3
Total Stops 1 4 4 10 0 0 0 1 0 20
Stop/Veh 1.00 0.80 1.00 1.00 0.00 0.00 0.00 0.08 0.00 0.08
Travel Dist (mi)0.5 1.7 0.4 0.9 2.4 59.6 10.1 6.5 37.1 119.2
Travel Time (hr)0.0 0.1 0.0 0.0 0.1 1.2 0.2 0.2 0.8 2.7
Avg Speed (mph)27 27 18 20 45 49 46 41 44 45
Fuel Used (gal)0.0 0.0 0.0 0.0 0.1 1.7 0.3 0.2 1.5 3.8
Fuel Eff. (mpg)43.1 37.9 43.5 41.7 38.2 35.6 39.5 26.3 25.2 31.4
HC Emissions (g)0 0 0 0 0 20 1 2 26 50
CO Emissions (g)1 3 1 2 18 630 59 161 1163 2038
NOx Emissions (g)0 1 0 0 3 101 11 10 95 221
Vehicles Entered 1 4 4 10 5 121 20 13 75 253
Vehicles Exited 1 4 4 10 5 121 21 13 74 253
Hourly Exit Rate 1 4 4 10 5 121 21 13 74 253
Input Volume 2 4 6 9 5 126 21 13 78 264
% of Volume 50 100 64 108 95 96 101 98 95 96
Denied Entry Before 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)4907
Occupancy (veh) 0 0 0 0 0 1 0 0 1 3
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.5 0.1 0.2 1.7 0.0 0.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.7 0.0 0.0 0.0 0.0 0.1
Total Stops 4 0 0 0 0 4
Stop/Veh 1.00 0.00 0.00 0.00 0.00 0.03
Travel Dist (mi)0.4 5.8 0.3 0.2 4.0 10.7
Travel Time (hr)0.0 0.2 0.0 0.0 0.1 0.4
Avg Speed (mph)20 29 23 24 30 29
Fuel Used (gal)0.0 0.2 0.0 0.0 0.1 0.3
Fuel Eff. (mpg)42.9 35.9 49.4 41.6 36.3 36.7
HC Emissions (g)0 2 0 0 1 3
CO Emissions (g)1 28 1 1 16 46
NOx Emissions (g)0 5 0 0 3 8
Vehicles Entered 4 79 4 2 45 134
Vehicles Exited 4 79 4 2 45 134
Hourly Exit Rate 4 79 4 2 45 134
Input Volume 3 82 4 2 45 136
% of Volume 133 96 100 100 101 99
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.4 2.7 0.0 0.0 0.5
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.3
Total Del/Veh (s)6.8 3.3 1.2 0.5 1.7 1.2 1.5
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.1 3.4 0.0 0.0 1.0 0.2 0.5
Total Stops 41 15 0 0 3 0 59
Stop/Veh 1.00 1.00 0.00 0.00 0.23 0.00 0.09
Travel Dist (mi)4.2 1.6 122.4 27.0 4.4 67.0 226.6
Travel Time (hr)0.2 0.1 2.4 0.6 0.1 1.4 4.9
Avg Speed (mph)18 20 52 48 39 47 47
Fuel Used (gal)0.1 0.0 3.7 0.7 0.2 2.6 7.4
Fuel Eff. (mpg)41.6 41.1 33.0 36.5 27.2 25.5 30.7
HC Emissions (g)1 0 54 16 2 48 121
CO Emissions (g)18 3 2009 505 116 2049 4701
NOx Emissions (g)3 0 244 58 7 177 489
Vehicles Entered 40 15 319 71 13 208 666
Vehicles Exited 41 15 319 70 13 208 666
Hourly Exit Rate 41 15 319 70 13 208 666
Input Volume 40 14 315 74 12 204 658
% of Volume 102 109 101 95 106 102 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1344
Occupancy (veh) 0 0 2 1 0 1 5
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.0 0.3
Total Del/Veh (s)6.6 3.7 0.9 0.6 1.0 0.5 1.6
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.5 3.6 0.0 0.0 0.6 0.0 0.7
Total Stops 77 7 0 0 8 0 92
Stop/Veh 1.00 1.00 0.00 0.00 0.22 0.00 0.16
Travel Dist (mi)7.6 0.7 73.4 31.0 5.2 17.7 135.6
Travel Time (hr)0.4 0.0 1.4 0.7 0.1 0.4 3.1
Avg Speed (mph)18 19 52 45 35 51 44
Fuel Used (gal)0.2 0.0 2.3 0.8 0.1 0.7 4.1
Fuel Eff. (mpg)34.3 35.7 32.2 38.2 38.8 27.3 32.9
HC Emissions (g)2 0 27 16 2 11 58
CO Emissions (g)58 3 1144 498 100 528 2331
NOx Emissions (g)5 0 135 61 6 40 248
Vehicles Entered 76 7 241 92 37 125 578
Vehicles Exited 77 7 242 92 37 125 580
Hourly Exit Rate 77 7 242 92 37 125 580
Input Volume 75 6 242 86 36 122 568
% of Volume 103 112 100 107 102 103 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1959
Occupancy (veh) 0 0 1 1 0 0 3
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.2 0.4 0.0 0.3 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.5 0.0 0.0 0.1 0.1
Total Stops 14 0 0 0 14
Stop/Veh 1.00 0.00 0.00 0.00 0.04
Travel Dist (mi)1.3 23.9 4.3 24.3 53.8
Travel Time (hr)0.1 0.5 0.1 0.8 1.4
Avg Speed (mph)20 51 40 31 38
Fuel Used (gal)0.0 0.7 0.1 1.8 2.7
Fuel Eff. (mpg)41.2 32.5 48.2 13.1 19.9
HC Emissions (g)0 8 1 34 44
CO Emissions (g)3 378 44 2071 2497
NOx Emissions (g)0 41 5 100 147
Vehicles Entered 14 169 30 162 375
Vehicles Exited 14 169 30 162 375
Hourly Exit Rate 14 169 30 162 375
Input Volume 15 168 33 158 374
% of Volume 95 101 90 103 100
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2314
Occupancy (veh) 0 0 0 1 1
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.7 0.4 0.0 1.8 0.3 0.1 4.6 4.2 2.9 4.7 6.1 2.6
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 2.9 1.9 2.6 2.9 2.7 2.8
Total Stops 0 0 0 0 0 0 6 28 13 31 21 6
Stop/Veh 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.70 1.00 1.00 1.00 1.00
Travel Dist (mi)0.1 0.4 0.3 1.1 1.3 1.9 0.4 2.1 0.8 1.7 1.1 0.3
Travel Time (hr)0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.1 0.0
Avg Speed (mph)17 27 18 24 29 25 16 18 17 15 15 16
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)33.1 18.1 50.5 40.7 35.9 40.8 50.6 48.4 49.8 45.1 40.7 39.6
HC Emissions (g)0 0 0 0 0 0 0 0 0 0 0 0
CO Emissions (g)1 13 2 4 4 6 1 6 1 6 5 2
NOx Emissions (g)0 1 0 0 1 1 0 1 0 1 0 0
Vehicles Entered 4 13 10 10 12 18 6 40 13 31 21 6
Vehicles Exited 4 13 10 10 12 18 6 40 13 31 21 6
Hourly Exit Rate 4 13 10 10 12 18 6 40 13 31 21 6
Input Volume 5 14 11 8 11 17 8 41 13 29 21 5
% of Volume 76 95 89 121 107 107 73 98 98 107 101 114
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.2
Total Del/Veh (s)3.0
Stop Delay (hr)0.1
Stop Del/Veh (s)1.6
Total Stops 105
Stop/Veh 0.57
Travel Dist (mi)11.5
Travel Time (hr)0.6
Avg Speed (mph)19
Fuel Used (gal)0.3
Fuel Eff. (mpg)40.9
HC Emissions (g)1
CO Emissions (g)51
NOx Emissions (g)5
Vehicles Entered 184
Vehicles Exited 184
Hourly Exit Rate 184
Input Volume 184
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)4160
Occupancy (veh)1
SimTraffic Performance Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Total Zone Performance
Denied Delay (hr)0.3
Denied Del/Veh (s)0.5
Total Delay (hr)5.4
Total Del/Veh (s)139.3
Stop Delay (hr)1.1
Stop Del/Veh (s)27.1
Total Stops 710
Stop/Veh 5.07
Travel Dist (mi)2036.1
Travel Time (hr)47.4
Avg Speed (mph)43
Fuel Used (gal)63.7
Fuel Eff. (mpg)31.9
HC Emissions (g)965
CO Emissions (g)38624
NOx Emissions (g)3922
Vehicles Entered 1887
Vehicles Exited 97
Hourly Exit Rate 97
Input Volume 5526
% of Volume 2
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1402
Occupancy (veh)47
Queuing and Blocking Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)63 94 66
Average Queue (ft)16 33 24
95th Queue (ft)52 79 54
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)67 37 52
Average Queue (ft)23 13 21
95th Queue (ft)49 35 39
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)46 32 106 49 33
Average Queue (ft)6 2 40 9 9
95th Queue (ft)26 15 85 34 24
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)22 1
Queuing Penalty (veh)3 1
Queuing and Blocking Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)23 23 10 24
Average Queue (ft)4 9 0 1
95th Queue (ft)18 27 3 9
Link Distance (ft)2029 444 2601 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)4
95th Queue (ft)19
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)58 31
Average Queue (ft)24 3
95th Queue (ft)48 17
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB NB SB
Directions Served LR R L
Maximum Queue (ft)64 4 36
Average Queue (ft)28 0 6
95th Queue (ft)50 3 25
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)280 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)23
Average Queue (ft)8
95th Queue (ft)24
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)6 62 47
Average Queue (ft)0 26 20
95th Queue (ft)4 54 36
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 4
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.5 0.0 0.0 0.0 0.0 0.3
Total Delay (hr)1.1 0.3 0.1 0.8 0.1 0.0 2.3
Total Del/Veh (s)11.2 6.8 5.2 9.4 2.5 2.8 8.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.4 0.4 0.3 0.2 0.7 0.7 0.4
Total Stops 36 15 4 20 16 8 99
Stop/Veh 0.11 0.09 0.06 0.07 0.22 0.24 0.10
Travel Dist (mi)162.7 83.8 32.2 135.9 9.6 4.4 428.6
Travel Time (hr)4.1 2.1 0.8 3.3 0.3 0.2 10.8
Avg Speed (mph)40 40 41 41 29 28 40
Fuel Used (gal)3.9 2.0 0.8 3.4 0.2 0.1 10.5
Fuel Eff. (mpg)41.4 41.7 39.9 39.7 39.0 37.8 40.7
HC Emissions (g)56 37 6 40 2 2 143
CO Emissions (g)1892 1119 238 1340 123 68 4780
NOx Emissions (g)226 137 36 191 9 6 604
Vehicles Entered 337 174 68 286 74 34 973
Vehicles Exited 338 173 67 283 73 34 968
Hourly Exit Rate 369 189 73 309 80 37 1056
Input Volume 348 197 70 308 80 33 1035
% of Volume 106 96 105 100 100 111 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)494
Occupancy (veh) 4 2 1 4 0 0 12
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.1 0.0 0.0 4.2 0.1 0.2
Total Delay (hr)0.1 0.0 0.0 0.2 0.1 0.0 0.4
Total Del/Veh (s)1.3 0.7 2.9 1.7 9.2 3.4 1.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.1 0.1 1.1 0.1 7.5 3.7 0.5
Total Stops 1 0 3 0 30 27 61
Stop/Veh 0.00 0.00 0.27 0.00 1.00 1.00 0.08
Travel Dist (mi)179.8 7.5 5.3 160.9 2.1 1.8 357.3
Travel Time (hr)4.2 0.2 0.1 3.2 0.2 0.1 8.0
Avg Speed (mph)42 40 44 51 13 16 45
Fuel Used (gal)8.1 0.3 0.1 4.8 0.1 0.0 13.4
Fuel Eff. (mpg)22.3 24.6 36.2 33.5 30.1 41.1 26.6
HC Emissions (g)134 3 1 55 1 1 194
CO Emissions (g)6866 227 44 2000 21 16 9173
NOx Emissions (g)473 12 6 291 1 2 786
Vehicles Entered 361 15 11 324 30 27 768
Vehicles Exited 363 15 11 323 30 27 769
Hourly Exit Rate 396 16 12 352 33 29 839
Input Volume 370 15 12 343 35 28 804
% of Volume 107 107 99 103 93 104 104
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1348
Occupancy (veh) 5 0 0 3 0 0 9
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.3 0.3 2.5 0.0 0.0 0.4 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.5 1.9 1.1 1.6 1.2 0.4 5.7 10.9 2.4 4.5 11.9 2.6
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.7 0.0 0.0 0.8 0.0 0.0 5.1 5.4 3.0 3.6 5.8 3.0
Total Stops 0 0 0 1 0 0 16 2 4 5 6 15
Stop/Veh 0.00 0.00 0.00 0.17 0.00 0.00 0.94 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)0.7 172.6 21.3 2.5 125.9 0.7 7.9 1.0 1.9 1.0 1.3 3.1
Travel Time (hr)0.0 3.4 0.4 0.1 2.4 0.0 0.2 0.0 0.0 0.0 0.0 0.1
Avg Speed (mph)44 51 48 46 52 47 38 37 41 32 28 34
Fuel Used (gal)0.0 5.1 0.6 0.1 3.7 0.0 0.2 0.0 0.0 0.0 0.0 0.1
Fuel Eff. (mpg)42.1 33.7 37.9 41.2 33.7 39.3 36.5 39.5 38.6 38.9 44.3 43.6
HC Emissions (g)0 82 11 0 48 0 1 0 0 0 0 0
CO Emissions (g)2 2500 296 23 1789 4 63 6 17 10 10 16
NOx Emissions (g)1 367 43 3 234 1 9 1 2 1 1 3
Vehicles Entered 1 347 42 6 301 2 17 2 4 5 6 15
Vehicles Exited 1 346 43 6 301 2 16 2 4 5 6 15
Hourly Exit Rate 1 377 47 7 328 2 17 2 4 5 7 16
Input Volume 2 350 47 8 319 2 16 2 6 6 8 16
% of Volume 48 108 99 84 103 96 107 96 75 94 84 100
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 0 0 3 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.4
Total Del/Veh (s)1.8
Stop Delay (hr)0.1
Stop Del/Veh (s)0.3
Total Stops 49
Stop/Veh 0.06
Travel Dist (mi)339.9
Travel Time (hr)6.8
Avg Speed (mph)50
Fuel Used (gal)9.9
Fuel Eff. (mpg)34.2
HC Emissions (g)143
CO Emissions (g)4737
NOx Emissions (g)665
Vehicles Entered 748
Vehicles Exited 747
Hourly Exit Rate 815
Input Volume 783
% of Volume 104
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)2160
Occupancy (veh)7
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.1 0.1 0.1 0.1 0.1 2.6 0.0 0.0 0.2 0.1
Total Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)7.5 3.6 4.7 6.9 1.7 1.0 0.6 0.2 0.7 1.4 0.9 2.5
Stop Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)2.9 2.7 3.1 3.1 2.0 0.3 0.0 0.0 0.2 0.1 0.1 1.5
Total Stops 5 98 14 2 4 3 0 0 0 0 0 126
Stop/Veh 1.00 0.98 1.00 1.00 1.00 0.09 0.00 0.00 0.00 0.00 0.00 0.54
Travel Dist (mi)2.4 50.0 1.2 0.2 0.3 16.4 8.1 1.5 2.0 24.4 1.7 108.2
Travel Time (hr)0.1 1.9 0.1 0.0 0.0 0.4 0.2 0.0 0.0 0.6 0.0 3.3
Avg Speed (mph)26 26 18 19 20 44 48 46 41 44 41 32
Fuel Used (gal)0.1 1.5 0.0 0.0 0.0 0.4 0.2 0.0 0.1 1.0 0.1 3.4
Fuel Eff. (mpg)37.2 32.6 41.4 46.7 46.9 38.9 34.6 39.2 27.1 24.9 31.4 31.5
HC Emissions (g)0 15 0 0 0 8 1 0 1 18 1 44
CO Emissions (g)13 390 4 0 0 191 71 7 42 793 36 1547
NOx Emissions (g)1 46 0 0 0 33 10 2 3 63 2 161
Vehicles Entered 5 99 14 2 4 33 17 3 4 50 4 235
Vehicles Exited 5 98 14 2 4 34 16 3 4 50 3 233
Hourly Exit Rate 5 107 15 2 4 37 17 3 4 55 3 254
Input Volume 8 101 18 2 5 42 16 3 4 60 2 262
% of Volume 70 106 85 96 83 88 107 100 102 91 144 97
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3787
Occupancy (veh) 0 2 0 0 0 0 0 0 0 1 0 4
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.3 2.9 0.1 0.0 2.0 0.6 1.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.3 2.6 0.0 0.0 0.1 0.0 0.7
Total Stops 12 32 0 0 3 0 47
Stop/Veh 1.00 1.00 0.00 0.00 0.03 0.00 0.24
Travel Dist (mi)5.8 16.6 2.0 0.4 7.6 3.2 35.7
Travel Time (hr)0.2 0.6 0.1 0.0 0.3 0.1 1.4
Avg Speed (mph)26 26 29 23 23 28 26
Fuel Used (gal)0.2 0.5 0.1 0.0 0.2 0.1 1.0
Fuel Eff. (mpg)34.1 32.4 35.1 51.2 40.0 34.8 34.6
HC Emissions (g)1 8 1 0 2 2 13
CO Emissions (g)32 172 14 1 39 29 286
NOx Emissions (g)3 22 2 0 6 4 37
Vehicles Entered 12 32 24 5 86 36 195
Vehicles Exited 12 32 24 5 86 36 195
Hourly Exit Rate 13 35 26 5 94 39 213
Input Volume 13 40 22 5 87 40 208
% of Volume 100 88 117 103 107 98 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2467
Occupancy (veh) 0 1 0 0 0 0 2
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.2 3.1 0.1 0.1 0.2
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.2 0.3
Total Del/Veh (s)7.7 3.0 0.6 0.0 1.5 1.4 1.9
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.8 3.1 0.0 0.0 0.6 0.1 0.7
Total Stops 64 8 0 0 2 0 74
Stop/Veh 0.98 1.00 0.00 0.00 0.18 0.00 0.12
Travel Dist (mi)5.8 0.7 43.5 6.8 3.1 113.6 173.6
Travel Time (hr)0.4 0.0 0.8 0.2 0.1 2.4 3.8
Avg Speed (mph)16 19 53 49 41 48 46
Fuel Used (gal)0.1 0.0 1.3 0.2 0.1 4.1 5.8
Fuel Eff. (mpg)39.4 40.9 33.4 40.2 35.6 27.9 29.9
HC Emissions (g)2 0 19 1 1 65 87
CO Emissions (g)30 1 673 51 42 2814 3612
NOx Emissions (g)4 0 88 8 4 261 365
Vehicles Entered 64 8 114 18 11 380 595
Vehicles Exited 64 8 113 18 11 380 594
Hourly Exit Rate 70 9 123 20 12 415 648
Input Volume 71 9 120 18 9 420 646
% of Volume 99 99 103 110 136 99 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1544
Occupancy (veh) 0 0 1 0 0 3 4
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.2 0.0 0.0 0.1 0.0 0.0
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.4 3.5 0.6 0.2 0.6 0.5 1.6
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.3 3.2 0.0 0.0 0.3 0.0 0.8
Total Stops 74 12 0 0 1 0 87
Stop/Veh 0.99 1.00 0.00 0.00 0.09 0.00 0.19
Travel Dist (mi)7.4 1.2 31.3 6.9 1.5 32.5 80.7
Travel Time (hr)0.4 0.1 0.6 0.1 0.0 0.6 1.9
Avg Speed (mph)18 19 52 47 37 50 42
Fuel Used (gal)0.2 0.0 1.0 0.2 0.0 1.2 2.6
Fuel Eff. (mpg)34.4 36.4 32.1 39.8 40.1 27.5 30.9
HC Emissions (g)2 0 15 2 0 18 36
CO Emissions (g)59 7 536 67 24 903 1595
NOx Emissions (g)5 1 66 10 1 67 150
Vehicles Entered 74 12 101 20 11 230 448
Vehicles Exited 75 12 100 20 11 230 448
Hourly Exit Rate 82 13 109 22 12 251 489
Input Volume 90 12 107 21 15 251 497
% of Volume 91 108 102 103 78 100 98
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2880
Occupancy (veh) 0 0 1 0 0 1 2
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.0 0.4 0.1 0.3 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.2 0.0 0.0 0.1 0.2
Total Stops 20 0 0 0 20
Stop/Veh 0.95 0.00 0.00 0.00 0.06
Travel Dist (mi)2.0 12.3 1.4 35.6 51.3
Travel Time (hr)0.1 0.3 0.0 1.2 1.5
Avg Speed (mph)21 47 40 31 33
Fuel Used (gal)0.0 0.4 0.0 2.7 3.2
Fuel Eff. (mpg)40.9 27.4 42.9 13.1 15.8
HC Emissions (g)0 7 0 51 59
CO Emissions (g)5 307 16 3085 3413
NOx Emissions (g)1 28 1 148 178
Vehicles Entered 20 87 10 240 357
Vehicles Exited 20 87 10 240 357
Hourly Exit Rate 22 95 11 262 389
Input Volume 21 91 11 266 389
% of Volume 103 105 98 98 100
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)1967
Occupancy (veh) 0 0 0 1 2
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.2 0.2 0.2 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.2 0.0 0.2
Total Del/Veh (s)1.5 0.4 0.1 0.2 0.1 4.2 5.1 4.8 6.4 3.1 4.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.0 0.0 0.0 0.0 0.0 2.5 2.4 2.8 2.7 2.7 1.9
Total Stops 0 0 0 0 0 18 35 5 89 5 152
Stop/Veh 0.00 0.00 0.00 0.00 0.00 1.00 0.90 1.00 1.00 1.00 0.73
Travel Dist (mi)0.0 0.2 0.8 0.6 1.8 1.0 2.2 0.3 4.7 0.3 12.0
Travel Time (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.3 0.0 0.7
Avg Speed (mph)17 27 18 29 25 16 17 15 15 15 17
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.3
Fuel Eff. (mpg)29.7 17.5 48.2 34.1 44.8 50.1 49.9 49.1 39.1 33.6 41.9
HC Emissions (g)0 0 0 0 0 0 0 0 1 0 2
CO Emissions (g)0 6 7 2 4 1 9 1 26 2 58
NOx Emissions (g)0 0 1 0 0 0 1 0 3 0 6
Vehicles Entered 1 5 24 6 17 18 39 5 89 5 209
Vehicles Exited 1 5 24 6 17 18 39 5 89 5 209
Hourly Exit Rate 1 5 26 7 19 20 43 5 97 5 228
Input Volume 2 3 27 8 15 17 45 6 91 6 220
% of Volume 48 167 95 84 121 116 95 94 107 94 104
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3282
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)4.2
Total Del/Veh (s)227.9
Stop Delay (hr)0.8
Stop Del/Veh (s)41.9
Total Stops 715
Stop/Veh 10.83
Travel Dist (mi)1587.3
Travel Time (hr)38.3
Avg Speed (mph)42
Fuel Used (gal)50.3
Fuel Eff. (mpg)31.6
HC Emissions (g)722
CO Emissions (g)29202
NOx Emissions (g)2951
Vehicles Entered 1519
Vehicles Exited 26
Hourly Exit Rate 28
Input Volume 4845
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1664
Occupancy (veh)42
Queuing and Blocking Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)99 63 58
Average Queue (ft)27 15 17
95th Queue (ft)74 47 45
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)27 59 45
Average Queue (ft)3 19 14
95th Queue (ft)15 43 35
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)9 16 32 21 25
Average Queue (ft)0 1 10 2 10
95th Queue (ft)5 8 27 12 24
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)3 0
Queuing Penalty (veh)0 0
Queuing and Blocking Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)57 23 34 5
Average Queue (ft)29 12 3 0
95th Queue (ft)50 30 18 4
Link Distance (ft)2777 444 2602 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%) 0
Queuing Penalty (veh)0
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)58 43
Average Queue (ft)23 3
95th Queue (ft)48 21
Link Distance (ft)2777 435
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)70 30
Average Queue (ft)29 2
95th Queue (ft)52 13
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)56 15
Average Queue (ft)28 1
95th Queue (ft)47 10
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)32
Average Queue (ft)11
95th Queue (ft)29
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement NB SB
Directions Served LTR LTR
Maximum Queue (ft)57 53
Average Queue (ft)28 27
95th Queue (ft)51 45
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.0 0.2 0.1 1.4 0.1 0.0 0.0 2.8
Total Del/Veh (s)10.0 5.8 6.5 11.0 3.1 1.3 2.5 8.8
Stop Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.1 0.1 0.5 0.4 0.9 0.0 0.6 0.4
Total Stops 16 5 6 52 37 0 8 124
Stop/Veh 0.04 0.04 0.13 0.11 0.27 0.00 0.21 0.11
Travel Dist (mi)177.5 56.1 21.4 214.8 17.8 0.1 4.9 492.6
Travel Time (hr)4.4 1.4 0.5 5.4 0.6 0.0 0.2 12.4
Avg Speed (mph)41 41 40 40 29 44 30 40
Fuel Used (gal)4.4 1.4 0.5 5.2 0.4 0.0 0.1 11.9
Fuel Eff. (mpg)40.7 40.4 41.8 41.5 50.6 54.9 52.3 41.5
HC Emissions (g)46 18 5 68 4 0 1 143
CO Emissions (g)1833 643 170 1994 136 1 33 4811
NOx Emissions (g)220 76 26 302 14 0 3 641
Vehicles Entered 367 115 45 451 136 2 38 1154
Vehicles Exited 370 117 45 450 137 2 37 1158
Hourly Exit Rate 370 117 45 450 137 2 37 1158
Input Volume 385 111 47 445 142 2 37 1170
% of Volume 96 105 96 101 96 100 99 99
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)465
Occupancy (veh) 4 1 1 5 1 0 0 12
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 4.1 0.2 0.1
Total Delay (hr)0.1 0.0 0.0 0.3 0.1 0.0 0.5
Total Del/Veh (s)1.2 0.6 3.7 2.2 10.6 2.6 2.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.0 0.0 1.6 0.0 9.0 3.0 0.4
Total Stops 1 0 10 0 27 22 60
Stop/Veh 0.00 0.00 0.36 0.00 1.00 0.96 0.06
Travel Dist (mi)185.0 17.9 13.8 233.2 1.8 1.6 453.3
Travel Time (hr)4.4 0.4 0.3 4.6 0.2 0.1 10.1
Avg Speed (mph)42 40 43 50 12 17 45
Fuel Used (gal)8.2 0.7 0.4 7.0 0.1 0.0 16.4
Fuel Eff. (mpg)22.5 24.8 34.9 33.4 29.3 43.1 27.6
HC Emissions (g)103 14 7 98 0 0 221
CO Emissions (g)6403 664 218 3237 14 4 10541
NOx Emissions (g)403 44 29 464 1 0 942
Vehicles Entered 372 36 28 468 27 22 953
Vehicles Exited 371 36 28 468 27 23 953
Hourly Exit Rate 371 36 28 468 27 23 953
Input Volume 387 35 29 466 25 19 962
% of Volume 96 102 97 100 108 123 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1171
Occupancy (veh) 4 0 0 5 0 0 10
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.5 0.4 2.8 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.8 2.2 1.2 2.0 1.6 0.5 8.8 8.0 3.6 8.1 10.6 2.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.4 0.0 0.0 0.8 0.0 0.0 7.6 4.0 3.3 7.4 4.4 3.1
Total Stops 6 1 0 2 0 0 29 11 13 4 5 12
Stop/Veh 0.38 0.00 0.00 0.25 0.00 0.00 1.00 0.58 1.00 1.00 1.00 1.00
Travel Dist (mi)8.1 176.3 12.0 3.1 189.4 2.7 14.7 7.7 6.3 0.9 1.1 2.5
Travel Time (hr)0.2 3.5 0.3 0.1 3.7 0.1 0.4 0.2 0.2 0.0 0.0 0.1
Avg Speed (mph)44 50 48 44 51 50 37 39 40 28 30 34
Fuel Used (gal)0.2 5.1 0.3 0.1 5.6 0.1 0.4 0.2 0.2 0.0 0.0 0.1
Fuel Eff. (mpg)36.5 34.5 40.0 38.3 33.7 38.9 35.3 34.0 34.3 41.0 45.8 41.3
HC Emissions (g)1 53 2 0 86 0 7 1 1 0 0 0
CO Emissions (g)66 1966 78 21 2921 22 216 88 69 5 8 16
NOx Emissions (g)10 297 14 3 380 3 27 9 7 1 1 2
Vehicles Entered 16 356 24 7 453 6 29 19 12 4 5 12
Vehicles Exited 16 354 24 8 453 6 29 19 13 4 5 12
Hourly Exit Rate 16 354 24 8 453 6 29 19 13 4 5 12
Input Volume 14 371 24 8 453 5 31 17 13 4 5 10
% of Volume 116 95 100 97 100 114 94 113 98 100 95 117
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 0 0 4 0 0 0 0 0 0 0
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)0.6
Total Del/Veh (s)2.3
Stop Delay (hr)0.1
Stop Del/Veh (s)0.5
Total Stops 83
Stop/Veh 0.09
Travel Dist (mi)424.8
Travel Time (hr)8.7
Avg Speed (mph)49
Fuel Used (gal)12.3
Fuel Eff. (mpg)34.4
HC Emissions (g)152
CO Emissions (g)5477
NOx Emissions (g)755
Vehicles Entered 943
Vehicles Exited 943
Hourly Exit Rate 943
Input Volume 955
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1844
Occupancy (veh)9
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 2.2 0.0 0.0 0.2
Total Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)7.8 3.8 3.0 4.9 6.6 2.4 1.5 2.1 0.7 1.4 1.4 2.2
Stop Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)3.3 1.8 2.5 3.3 3.5 2.6 0.1 0.0 0.0 0.2 0.1 0.9
Total Stops 2 2 73 6 7 3 2 0 0 1 0 96
Stop/Veh 1.00 0.40 0.97 1.00 1.00 1.00 0.02 0.00 0.00 0.10 0.00 0.31
Travel Dist (mi)1.0 1.9 39.1 0.5 0.6 0.3 49.8 27.4 9.3 5.0 13.9 148.8
Travel Time (hr)0.0 0.1 1.5 0.0 0.0 0.0 1.2 0.6 0.2 0.1 0.3 4.1
Avg Speed (mph)26 26 26 18 18 19 43 47 44 40 44 37
Fuel Used (gal)0.0 0.1 1.2 0.0 0.0 0.0 1.3 0.8 0.2 0.2 0.6 4.4
Fuel Eff. (mpg)34.3 30.8 31.9 44.5 44.7 37.9 38.4 35.5 40.0 27.1 25.1 33.9
HC Emissions (g)0 0 7 0 0 0 13 8 1 2 6 37
CO Emissions (g)6 14 233 1 2 1 465 311 66 120 372 1591
NOx Emissions (g)1 1 23 0 0 0 67 42 10 8 27 179
Vehicles Entered 2 5 72 6 7 3 101 56 18 10 28 308
Vehicles Exited 2 5 73 6 7 3 101 55 19 10 28 309
Hourly Exit Rate 2 5 73 6 7 3 101 55 19 10 28 309
Input Volume 2 6 73 6 6 3 102 56 21 9 30 314
% of Volume 100 77 100 96 112 100 99 98 92 108 93 98
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3379
Occupancy (veh) 0 0 1 0 0 0 1 1 0 0 0 4
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBT WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)5.8 0.4 3.7 0.2 0.1 2.0 0.5 1.9
Stop Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)3.4 0.0 2.6 0.0 0.0 0.2 0.0 0.9
Total Stops 9 0 87 0 0 4 0 100
Stop/Veh 1.00 0.00 0.99 0.00 0.00 0.06 0.00 0.34
Travel Dist (mi)4.7 4.0 46.4 4.8 1.3 5.5 3.2 69.9
Travel Time (hr)0.2 0.1 1.8 0.2 0.1 0.2 0.1 2.7
Avg Speed (mph)26 27 26 29 23 23 29 26
Fuel Used (gal)0.1 0.1 1.4 0.1 0.0 0.1 0.1 2.1
Fuel Eff. (mpg)32.1 27.9 32.2 35.5 47.7 39.8 35.4 32.9
HC Emissions (g)1 1 12 2 0 1 1 17
CO Emissions (g)27 38 340 27 2 17 21 472
NOx Emissions (g)3 3 37 4 0 3 3 53
Vehicles Entered 9 15 85 65 15 63 36 288
Vehicles Exited 9 15 87 66 15 63 36 291
Hourly Exit Rate 9 15 87 66 15 63 36 291
Input Volume 9 12 87 65 15 66 34 288
% of Volume 97 130 100 101 102 95 105 101
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)1411
Occupancy (veh) 0 0 2 0 0 0 0 3
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.4 2.9 0.0 0.0 0.5
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.2
Total Del/Veh (s)6.8 3.2 1.1 0.4 1.6 0.9 1.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.1 3.4 0.0 0.0 0.9 0.1 0.4
Total Stops 33 17 0 0 3 0 53
Stop/Veh 1.00 1.00 0.00 0.00 0.27 0.00 0.09
Travel Dist (mi)3.5 1.8 111.3 26.6 3.5 62.3 209.0
Travel Time (hr)0.2 0.1 2.2 0.6 0.1 1.3 4.4
Avg Speed (mph)18 20 52 48 40 48 48
Fuel Used (gal)0.1 0.0 3.4 0.7 0.1 2.3 6.7
Fuel Eff. (mpg)41.5 42.1 32.8 36.9 32.1 26.6 31.3
HC Emissions (g)1 0 59 11 1 35 107
CO Emissions (g)14 3 1987 411 61 1635 4111
NOx Emissions (g)2 0 246 47 5 145 444
Vehicles Entered 33 17 290 69 11 194 614
Vehicles Exited 33 17 291 69 11 193 614
Hourly Exit Rate 33 17 291 69 11 193 614
Input Volume 35 14 293 68 12 189 611
% of Volume 94 124 99 102 90 102 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1472
Occupancy (veh) 0 0 2 1 0 1 4
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.3 3.2 0.8 0.5 0.9 0.4 1.3
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.3 3.1 0.0 0.0 0.5 0.0 0.6
Total Stops 61 5 0 0 8 0 74
Stop/Veh 1.00 1.00 0.00 0.00 0.22 0.00 0.14
Travel Dist (mi)6.0 0.5 71.0 24.6 5.1 17.9 125.1
Travel Time (hr)0.3 0.0 1.4 0.5 0.1 0.3 2.8
Avg Speed (mph)18 19 51 46 36 51 45
Fuel Used (gal)0.2 0.0 2.2 0.6 0.1 0.7 3.8
Fuel Eff. (mpg)36.5 33.7 31.9 38.7 39.2 26.4 32.5
HC Emissions (g)1 0 35 9 2 10 57
CO Emissions (g)39 3 1295 310 96 533 2276
NOx Emissions (g)3 0 155 40 5 37 241
Vehicles Entered 61 5 235 73 36 126 536
Vehicles Exited 61 5 235 73 36 126 536
Hourly Exit Rate 61 5 235 73 36 126 536
Input Volume 60 6 235 72 36 122 531
% of Volume 101 80 100 102 99 103 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2175
Occupancy (veh) 0 0 1 1 0 0 3
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.6 0.4 0.0 0.3 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.9 0.0 0.0 0.0 0.1
Total Stops 12 0 0 0 12
Stop/Veh 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi)1.2 23.4 3.4 24.0 51.9
Travel Time (hr)0.1 0.5 0.1 0.8 1.4
Avg Speed (mph)20 51 42 31 38
Fuel Used (gal)0.0 0.7 0.1 1.8 2.6
Fuel Eff. (mpg)41.8 33.1 50.0 13.0 19.7
HC Emissions (g)0 11 1 30 42
CO Emissions (g)3 398 28 2000 2429
NOx Emissions (g)0 48 3 89 141
Vehicles Entered 12 165 24 162 363
Vehicles Exited 12 165 24 162 363
Hourly Exit Rate 12 165 24 162 363
Input Volume 15 168 25 158 365
% of Volume 81 99 96 103 99
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2420
Occupancy (veh) 0 0 0 1 1
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.0 0.3
Total Del/Veh (s)1.7 0.6 0.1 0.3 0.1 4.7 5.6 4.5 6.5 2.4 4.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.2
Stop Del/Veh (s)0.2 0.0 0.0 0.0 0.0 2.6 2.4 2.7 2.9 2.5 2.1
Total Stops 0 0 0 0 0 27 96 15 63 5 206
Stop/Veh 0.00 0.00 0.00 0.00 0.00 0.96 0.89 1.00 1.00 1.00 0.75
Travel Dist (mi)0.1 0.4 0.9 0.8 0.9 1.6 6.0 0.8 3.4 0.3 15.2
Travel Time (hr)0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.1 0.2 0.0 0.9
Avg Speed (mph)17 26 18 29 25 16 16 15 15 16 17
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.4
Fuel Eff. (mpg)36.6 17.7 48.7 35.2 43.9 49.4 49.1 42.2 40.5 36.8 43.1
HC Emissions (g)0 0 0 0 0 0 1 0 0 0 2
CO Emissions (g)1 15 5 2 2 3 15 3 15 2 63
NOx Emissions (g)0 1 0 0 0 0 2 0 1 0 5
Vehicles Entered 4 12 26 7 9 28 107 15 63 5 276
Vehicles Exited 4 12 26 7 8 27 107 15 63 5 274
Hourly Exit Rate 4 12 26 7 8 27 107 15 63 5 274
Input Volume 5 8 26 6 10 29 103 17 67 5 277
% of Volume 76 145 100 112 78 93 104 90 94 95 99
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)2749
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Total Zone Performance
Denied Delay (hr)0.3
Denied Del/Veh (s)0.5
Total Delay (hr)5.1
Total Del/Veh (s)122.5
Stop Delay (hr)0.8
Stop Del/Veh (s)19.9
Total Stops 808
Stop/Veh 5.35
Travel Dist (mi)1990.7
Travel Time (hr)47.5
Avg Speed (mph)42
Fuel Used (gal)60.7
Fuel Eff. (mpg)32.8
HC Emissions (g)778
CO Emissions (g)31771
NOx Emissions (g)3401
Vehicles Entered 1828
Vehicles Exited 110
Hourly Exit Rate 110
Input Volume 5474
% of Volume 2
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1467
Occupancy (veh)47
Queuing and Blocking Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)75 85 62
Average Queue (ft)15 31 24
95th Queue (ft)48 72 52
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)29 46 25
Average Queue (ft)7 16 10
95th Queue (ft)26 39 26
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)60 25 65 40 24
Average Queue (ft)5 2 18 8 8
95th Queue (ft)27 12 43 28 21
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)7 1
Queuing Penalty (veh)1 0
Queuing and Blocking Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)51 23 28 9
Average Queue (ft)24 10 2 1
95th Queue (ft)45 28 14 7
Link Distance (ft)2777 444 2602 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)58 29
Average Queue (ft)32 4
95th Queue (ft)52 22
Link Distance (ft)2777 435
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)64 21
Average Queue (ft)22 3
95th Queue (ft)46 15
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2025_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)47 28
Average Queue (ft)25 5
95th Queue (ft)43 22
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)22
Average Queue (ft)7
95th Queue (ft)23
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)12 62 52
Average Queue (ft)0 39 24
95th Queue (ft)6 59 41
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.4 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.4 0.6 0.1 1.1 0.1 0.0 3.3
Total Del/Veh (s)13.2 8.9 6.1 10.2 2.4 2.6 9.9
Stop Delay (hr)0.2 0.1 0.0 0.0 0.0 0.0 0.3
Stop Del/Veh (s)1.7 1.7 0.3 0.3 0.7 0.6 1.1
Total Stops 68 42 8 25 20 7 170
Stop/Veh 0.18 0.19 0.10 0.07 0.25 0.18 0.14
Travel Dist (mi)185.1 107.3 38.9 174.9 10.4 4.9 521.6
Travel Time (hr)4.9 2.8 1.0 4.3 0.3 0.2 13.5
Avg Speed (mph)38 38 40 40 30 29 39
Fuel Used (gal)4.3 2.5 1.0 4.4 0.2 0.1 12.6
Fuel Eff. (mpg)43.0 42.5 39.8 39.8 43.9 44.3 41.6
HC Emissions (g)64 37 8 72 3 1 186
CO Emissions (g)2010 1175 333 2089 112 54 5772
NOx Emissions (g)252 146 46 292 10 5 751
Vehicles Entered 384 222 82 368 79 37 1172
Vehicles Exited 385 223 82 367 80 37 1174
Hourly Exit Rate 385 223 82 367 80 37 1174
Input Volume 398 220 80 350 79 38 1166
% of Volume 97 101 102 105 101 97 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)428
Occupancy (veh) 5 3 1 4 0 0 13
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 4.0 0.2 0.2
Total Delay (hr)0.2 0.0 0.0 0.3 0.1 0.1 0.7
Total Del/Veh (s)1.7 0.8 4.5 2.2 11.9 3.9 2.6
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.2
Stop Del/Veh (s)0.1 0.1 2.2 0.1 10.0 3.9 0.8
Total Stops 1 0 16 0 36 84 137
Stop/Veh 0.00 0.00 0.46 0.00 1.00 1.00 0.14
Travel Dist (mi)203.9 7.8 17.3 205.1 2.5 5.8 442.5
Travel Time (hr)4.9 0.2 0.4 4.1 0.3 0.4 10.3
Avg Speed (mph)42 40 42 50 11 16 43
Fuel Used (gal)9.1 0.3 0.5 6.5 0.1 0.2 16.7
Fuel Eff. (mpg)22.5 24.3 32.9 31.3 25.1 35.1 26.5
HC Emissions (g)161 3 6 105 1 2 278
CO Emissions (g)7957 244 267 3663 32 47 12210
NOx Emissions (g)551 13 29 456 2 5 1056
Vehicles Entered 409 16 35 413 36 84 993
Vehicles Exited 410 16 35 412 36 84 993
Hourly Exit Rate 410 16 35 412 36 84 993
Input Volume 426 14 34 395 34 87 990
% of Volume 96 112 103 104 106 97 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1150
Occupancy (veh) 5 0 0 4 0 0 10
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.1 0.3 0.3 3.1 0.0 0.0 0.6 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.2 2.1 1.5 2.9 1.8 0.3 8.7 12.6 3.4 5.9 13.3 2.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.2 0.1 0.1 2.0 0.0 0.0 7.7 6.5 3.5 5.5 7.2 3.0
Total Stops 0 1 0 4 1 0 46 3 9 5 7 22
Stop/Veh 0.00 0.00 0.00 0.40 0.00 0.00 0.98 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)0.4 188.5 58.4 4.0 157.1 1.6 22.1 1.5 4.1 1.1 1.5 4.6
Travel Time (hr)0.0 3.8 1.3 0.1 3.1 0.0 0.6 0.0 0.1 0.0 0.1 0.1
Avg Speed (mph)40 49 46 43 51 49 36 35 38 31 27 33
Fuel Used (gal)0.0 6.3 1.7 0.1 4.7 0.0 0.6 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)37.2 30.0 34.4 37.8 33.5 38.5 36.3 37.3 38.8 45.8 39.0 40.2
HC Emissions (g)0 109 28 1 83 0 7 0 1 0 0 1
CO Emissions (g)4 3956 1000 32 2710 10 235 11 31 5 14 39
NOx Emissions (g)0 442 113 5 345 2 34 2 4 1 1 4
Vehicles Entered 1 379 117 10 375 4 46 3 9 5 7 22
Vehicles Exited 1 381 118 10 376 4 46 3 9 5 7 22
Hourly Exit Rate 1 381 118 10 376 4 46 3 9 5 7 22
Input Volume 2 396 118 9 363 2 44 2 7 7 9 19
% of Volume 44 96 100 114 104 178 105 133 133 74 80 117
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 3 0 1 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.7
Total Del/Veh (s)2.4
Stop Delay (hr)0.2
Stop Del/Veh (s)0.6
Total Stops 98
Stop/Veh 0.10
Travel Dist (mi)444.9
Travel Time (hr)9.3
Avg Speed (mph)48
Fuel Used (gal)13.8
Fuel Eff. (mpg)32.3
HC Emissions (g)230
CO Emissions (g)8046
NOx Emissions (g)954
Vehicles Entered 978
Vehicles Exited 982
Hourly Exit Rate 982
Input Volume 978
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1717
Occupancy (veh)9
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.3 0.1 1.8 0.0 0.0 0.0 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)10.5 2.5 4.6 2.1 1.5 0.2 0.3 0.9 0.6 0.3 1.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)6.5 2.5 3.0 2.3 1.3 0.0 0.0 0.1 0.1 0.0 0.4
Total Stops 1 5 17 8 1 0 0 0 0 0 32
Stop/Veh 1.00 1.00 1.00 1.00 0.50 0.00 0.00 0.00 0.00 0.00 0.15
Travel Dist (mi)0.5 1.8 1.4 0.7 1.0 21.6 3.3 3.7 62.4 1.4 97.8
Travel Time (hr)0.0 0.1 0.1 0.0 0.0 0.4 0.1 0.1 1.4 0.0 2.3
Avg Speed (mph)25 26 19 20 41 49 46 41 44 42 43
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.6 0.1 0.1 2.5 0.1 3.5
Fuel Eff. (mpg)39.0 35.1 40.8 44.3 42.7 36.4 41.5 27.1 25.3 25.1 28.2
HC Emissions (g)0 0 0 0 0 7 0 1 38 0 48
CO Emissions (g)1 4 7 2 3 197 15 88 1821 34 2173
NOx Emissions (g)0 1 1 0 1 37 3 6 145 2 196
Vehicles Entered 1 5 17 8 2 44 7 7 125 3 219
Vehicles Exited 1 5 17 8 2 44 7 7 124 3 218
Hourly Exit Rate 1 5 17 8 2 44 7 7 124 3 218
Input Volume 2 5 21 7 2 42 3 9 126 2 220
% of Volume 44 95 81 119 89 105 215 80 98 133 99
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)5692
Occupancy (veh) 0 0 0 0 0 0 0 0 1 0 2
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.5 2.5 0.0 0.1 0.0 0.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.8 2.5 0.0 0.0 0.0 0.2
Total Stops 3 3 0 0 0 6
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.06
Travel Dist (mi)0.3 0.3 2.5 0.3 5.2 8.6
Travel Time (hr)0.0 0.0 0.1 0.0 0.2 0.3
Avg Speed (mph)20 20 29 23 30 28
Fuel Used (gal)0.0 0.0 0.1 0.0 0.1 0.2
Fuel Eff. (mpg)45.0 45.2 36.1 48.8 35.4 36.5
HC Emissions (g)0 0 0 0 1 2
CO Emissions (g)1 0 6 0 27 34
NOx Emissions (g)0 0 1 0 4 5
Vehicles Entered 3 3 31 3 61 101
Vehicles Exited 3 3 31 3 60 100
Hourly Exit Rate 3 3 31 3 60 100
Input Volume 4 2 32 2 63 104
% of Volume 71 133 97 133 96 97
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.2 2.9 0.1 0.1 0.2
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.2 0.5
Total Del/Veh (s)8.7 3.5 0.6 0.1 0.9 1.6 2.2
Stop Delay (hr)0.2 0.0 0.0 0.0 0.0 0.0 0.2
Stop Del/Veh (s)6.8 3.5 0.0 0.0 0.1 0.1 0.9
Total Stops 85 10 0 0 0 0 95
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.13
Travel Dist (mi)7.8 0.9 50.5 8.7 3.2 140.3 211.3
Travel Time (hr)0.5 0.1 0.9 0.2 0.1 2.9 4.7
Avg Speed (mph)15 18 54 49 42 48 45
Fuel Used (gal)0.2 0.0 1.5 0.2 0.1 5.0 7.0
Fuel Eff. (mpg)37.5 39.9 33.1 39.4 33.8 28.3 30.1
HC Emissions (g)1 0 23 1 1 75 102
CO Emissions (g)32 2 834 70 47 3280 4266
NOx Emissions (g)4 0 105 10 4 306 429
Vehicles Entered 85 10 131 23 11 470 730
Vehicles Exited 85 10 131 23 11 470 730
Hourly Exit Rate 85 10 131 23 11 470 730
Input Volume 87 10 132 23 10 476 738
% of Volume 98 100 99 100 110 99 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1371
Occupancy (veh) 1 0 1 0 0 3 5
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.7 3.7 0.5 0.3 0.5 0.6 1.6
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.6 3.2 0.0 0.0 0.3 0.0 0.8
Total Stops 81 16 0 0 1 0 98
Stop/Veh 1.00 1.00 0.00 0.00 0.10 0.00 0.18
Travel Dist (mi)8.0 1.5 36.1 7.4 1.4 41.6 96.1
Travel Time (hr)0.5 0.1 0.7 0.2 0.0 0.8 2.3
Avg Speed (mph)18 19 52 47 37 50 43
Fuel Used (gal)0.2 0.0 1.1 0.2 0.0 1.5 3.2
Fuel Eff. (mpg)33.4 32.2 31.9 35.8 41.2 27.1 30.1
HC Emissions (g)2 0 18 3 0 21 45
CO Emissions (g)71 13 665 117 21 1135 2022
NOx Emissions (g)6 1 79 14 1 81 183
Vehicles Entered 80 16 119 22 10 294 541
Vehicles Exited 81 16 119 22 10 293 541
Hourly Exit Rate 81 16 119 22 10 293 541
Input Volume 92 14 119 23 11 290 549
% of Volume 88 112 100 96 91 101 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2670
Occupancy (veh) 0 0 1 0 0 1 2
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)2.6 0.3 0.1 0.4 0.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.8 0.0 0.0 0.1 0.2
Total Stops 14 0 0 0 14
Stop/Veh 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi)1.3 14.6 1.1 45.0 62.0
Travel Time (hr)0.1 0.3 0.0 1.5 1.9
Avg Speed (mph)20 48 38 31 33
Fuel Used (gal)0.0 0.5 0.0 3.5 4.1
Fuel Eff. (mpg)37.3 27.5 38.2 13.0 15.2
HC Emissions (g)0 8 0 60 69
CO Emissions (g)6 372 18 3817 4212
NOx Emissions (g)1 35 1 178 215
Vehicles Entered 14 103 8 305 430
Vehicles Exited 14 103 8 304 429
Hourly Exit Rate 14 103 8 304 429
Input Volume 12 106 7 300 425
% of Volume 117 98 119 101 101
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)1774
Occupancy (veh) 0 0 0 1 2
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.7 0.2 0.0 1.8 0.4 0.3 4.5 3.8 2.5 4.6 5.8 1.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 2.7 1.7 2.4 2.8 2.6 2.2
Total Stops 0 0 0 0 0 0 7 12 7 12 29 6
Stop/Veh 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.63 1.00 1.00 0.97 1.00
Travel Dist (mi)0.1 0.2 0.2 1.6 1.9 3.5 0.4 1.0 0.4 0.6 1.6 0.3
Travel Time (hr)0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.1 0.0
Avg Speed (mph)17 28 18 24 29 24 16 18 17 15 15 17
Fuel Used (gal)0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)29.1 17.4 49.5 40.4 33.5 42.6 52.1 46.8 49.3 44.3 45.4 46.9
HC Emissions (g)0 0 0 0 0 1 0 0 0 0 0 0
CO Emissions (g)1 7 1 5 11 16 1 3 1 2 6 2
NOx Emissions (g)0 0 0 1 1 2 0 0 0 0 1 0
Vehicles Entered 3 6 6 15 17 32 7 19 7 12 29 6
Vehicles Exited 3 6 6 15 17 33 7 19 7 12 29 6
Hourly Exit Rate 3 6 6 15 17 33 7 19 7 12 29 6
Input Volume 3 7 7 16 16 32 9 19 7 14 28 4
% of Volume 92 89 89 92 105 103 80 101 104 84 103 141
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.1
Total Del/Veh (s)2.6
Stop Delay (hr)0.1
Stop Del/Veh (s)1.2
Total Stops 73
Stop/Veh 0.46
Travel Dist (mi)11.8
Travel Time (hr)0.6
Avg Speed (mph)21
Fuel Used (gal)0.3
Fuel Eff. (mpg)40.8
HC Emissions (g)2
CO Emissions (g)54
NOx Emissions (g)5
Vehicles Entered 159
Vehicles Exited 160
Hourly Exit Rate 160
Input Volume 162
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)4407
Occupancy (veh)1
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)5.5
Total Del/Veh (s)270.0
Stop Delay (hr)1.2
Stop Del/Veh (s)56.5
Total Stops 723
Stop/Veh 9.77
Travel Dist (mi)1896.7
Travel Time (hr)45.1
Avg Speed (mph)42
Fuel Used (gal)61.3
Fuel Eff. (mpg)30.9
HC Emissions (g)960
CO Emissions (g)38789
NOx Emissions (g)3794
Vehicles Entered 1796
Vehicles Exited 36
Hourly Exit Rate 36
Input Volume 5330
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1472
Occupancy (veh)45
Queuing and Blocking Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 196 69 55
Average Queue (ft) 44 21 17
95th Queue (ft)127 60 44
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)47 51 63
Average Queue (ft)13 20 24
95th Queue (ft)38 43 45
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)9 42 55 42 25
Average Queue (ft)0 4 19 6 12
95th Queue (ft)5 23 45 25 26
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)9 1
Queuing Penalty (veh)1 0
Queuing and Blocking Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB
Directions Served LTR LTR LT
Maximum Queue (ft)28 35 15
Average Queue (ft)4 14 1
95th Queue (ft)20 34 7
Link Distance (ft)2029 444 2601
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)6
95th Queue (ft)24
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)70 10
Average Queue (ft)30 0
95th Queue (ft)55 5
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_BUILD_PUD_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)58 15
Average Queue (ft)28 1
95th Queue (ft)46 8
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)23
Average Queue (ft)7
95th Queue (ft)24
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)4 31 49
Average Queue (ft)0 18 19
95th Queue (ft)3 43 37
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.5 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.4 0.2 0.1 1.7 0.2 0.0 0.0 3.6
Total Del/Veh (s)10.8 6.4 7.7 12.2 3.6 0.6 3.3 9.7
Stop Delay (hr)0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.3
Stop Del/Veh (s)0.2 0.2 1.2 1.1 1.2 0.0 0.9 0.7
Total Stops 24 7 9 99 50 0 12 201
Stop/Veh 0.05 0.06 0.19 0.20 0.32 0.00 0.28 0.15
Travel Dist (mi)215.5 54.4 22.3 238.5 20.5 0.4 5.6 557.2
Travel Time (hr)5.4 1.4 0.6 6.1 0.7 0.0 0.2 14.4
Avg Speed (mph)41 40 39 39 28 46 29 39
Fuel Used (gal)5.2 1.3 0.5 5.6 0.4 0.0 0.1 13.1
Fuel Eff. (mpg)41.6 41.3 43.2 42.6 53.9 39.5 50.0 42.5
HC Emissions (g)80 17 5 78 4 0 1 185
CO Emissions (g)2557 588 158 2235 127 4 44 5713
NOx Emissions (g)317 71 25 331 13 0 4 762
Vehicles Entered 447 113 47 500 156 6 43 1312
Vehicles Exited 447 113 47 499 156 6 43 1311
Hourly Exit Rate 447 113 47 499 156 6 43 1311
Input Volume 443 119 55 514 156 3 43 1333
% of Volume 101 95 85 97 100 218 101 98
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)403
Occupancy (veh) 5 1 1 6 1 0 0 14
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 3.9 0.2 0.1
Total Delay (hr)0.2 0.0 0.1 0.4 0.1 0.1 0.9
Total Del/Veh (s)1.8 0.8 4.8 2.6 14.2 4.2 2.7
Stop Delay (hr)0.0 0.0 0.1 0.0 0.1 0.1 0.2
Stop Del/Veh (s)0.1 0.1 2.2 0.1 12.4 4.2 0.7
Total Stops 2 0 47 0 24 67 140
Stop/Veh 0.00 0.00 0.52 0.00 1.00 1.00 0.12
Travel Dist (mi)225.2 19.0 44.4 261.3 1.6 4.7 556.2
Travel Time (hr)5.4 0.5 1.1 5.3 0.2 0.3 12.8
Avg Speed (mph)42 40 41 49 10 16 44
Fuel Used (gal)10.1 0.8 1.3 8.7 0.1 0.1 21.1
Fuel Eff. (mpg)22.4 23.8 33.2 30.2 24.4 36.3 26.4
HC Emissions (g)161 26 13 133 0 1 334
CO Emissions (g)8526 931 609 5067 19 32 15182
NOx Emissions (g)572 73 66 568 1 3 1283
Vehicles Entered 451 38 89 523 24 67 1192
Vehicles Exited 453 38 90 524 24 67 1196
Hourly Exit Rate 453 38 90 524 24 67 1196
Input Volume 450 36 92 544 25 61 1208
% of Volume 101 105 98 96 96 109 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)921
Occupancy (veh) 5 0 1 5 0 0 13
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.4 0.4 2.3 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.3 0.0 0.0 0.3 0.0 0.4 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.8 2.7 1.6 3.2 2.2 0.6 12.9 7.1 5.3 12.3 13.4 4.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.8 0.1 0.1 1.5 0.0 0.0 11.0 3.9 4.9 11.0 8.2 4.5
Total Stops 6 3 0 4 1 0 98 9 14 2 5 9
Stop/Veh 0.46 0.01 0.00 0.44 0.00 0.00 0.98 0.43 1.00 1.00 1.00 1.00
Travel Dist (mi)6.6 216.9 34.7 3.9 210.5 2.6 49.5 7.9 7.1 0.5 1.0 1.9
Travel Time (hr)0.2 4.4 0.8 0.1 4.2 0.1 1.5 0.2 0.2 0.0 0.0 0.1
Avg Speed (mph)43 49 46 43 50 50 33 39 38 25 25 32
Fuel Used (gal)0.2 7.0 1.0 0.1 6.2 0.1 1.3 0.2 0.2 0.0 0.0 0.1
Fuel Eff. (mpg)37.7 31.1 34.9 40.2 33.9 38.8 37.5 36.9 40.1 34.6 47.4 38.1
HC Emissions (g)1 98 16 1 92 0 19 2 1 0 0 0
CO Emissions (g)66 3815 549 25 3212 28 518 70 35 6 5 14
NOx Emissions (g)8 439 68 4 410 3 80 11 7 1 1 2
Vehicles Entered 13 436 70 9 503 6 98 21 14 2 5 9
Vehicles Exited 13 435 69 9 505 6 98 21 14 2 5 9
Hourly Exit Rate 13 435 69 9 505 6 98 21 14 2 5 9
Input Volume 16 422 73 9 522 5 103 20 15 4 5 11
% of Volume 83 103 95 97 97 114 95 108 95 50 95 80
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 4 0 1 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)1.2
Total Del/Veh (s)3.5
Stop Delay (hr)0.4
Stop Del/Veh (s)1.2
Total Stops 151
Stop/Veh 0.13
Travel Dist (mi)543.2
Travel Time (hr)11.7
Avg Speed (mph)47
Fuel Used (gal)16.3
Fuel Eff. (mpg)33.3
HC Emissions (g)230
CO Emissions (g)8342
NOx Emissions (g) 1033
Vehicles Entered 1186
Vehicles Exited 1186
Hourly Exit Rate 1186
Input Volume 1205
% of Volume 98
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1369
Occupancy (veh)12
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.2 2.2 0.0 0.0 0.3
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.5 2.3 4.8 1.8 1.0 0.8 0.4 0.8 0.7 0.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.7 2.7 3.3 2.1 0.1 0.0 0.0 0.3 0.1 0.2
Total Stops 1 2 7 7 0 0 0 1 0 18
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.08 0.00 0.07
Travel Dist (mi)0.5 0.8 0.6 0.6 2.8 61.9 11.5 5.8 36.4 121.1
Travel Time (hr)0.0 0.0 0.0 0.0 0.1 1.3 0.3 0.1 0.8 2.7
Avg Speed (mph)25 26 18 20 43 49 45 40 44 45
Fuel Used (gal)0.0 0.0 0.0 0.0 0.1 1.7 0.3 0.2 1.4 3.8
Fuel Eff. (mpg)34.5 45.0 42.9 45.1 38.6 35.5 40.9 27.5 25.2 31.7
HC Emissions (g)0 0 0 0 0 25 4 2 25 56
CO Emissions (g)1 1 1 1 18 731 104 128 1115 2101
NOx Emissions (g)0 0 0 0 3 113 18 8 92 236
Vehicles Entered 1 2 7 7 6 126 24 11 74 258
Vehicles Exited 1 2 7 7 6 126 23 12 73 257
Hourly Exit Rate 1 2 7 7 6 126 23 12 73 257
Input Volume 2 4 7 8 5 127 25 13 76 268
% of Volume 50 50 97 85 114 99 92 91 96 96
Denied Entry Before 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)4818
Occupancy (veh) 0 0 0 0 0 1 0 0 1 3
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)6.1 0.1 0.0 2.8 0.1 0.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)4.2 0.0 0.0 0.0 0.0 0.1
Total Stops 3 0 0 0 0 3
Stop/Veh 1.00 0.00 0.00 0.00 0.00 0.02
Travel Dist (mi)0.3 6.4 0.4 0.1 4.8 12.0
Travel Time (hr)0.0 0.2 0.0 0.0 0.2 0.4
Avg Speed (mph)18 29 23 24 30 29
Fuel Used (gal)0.0 0.2 0.0 0.0 0.1 0.3
Fuel Eff. (mpg)37.3 35.6 46.2 43.0 34.7 35.6
HC Emissions (g)0 2 0 0 1 3
CO Emissions (g)1 32 1 0 15 50
NOx Emissions (g)0 6 0 0 2 8
Vehicles Entered 3 87 5 1 55 151
Vehicles Exited 3 87 5 1 55 151
Hourly Exit Rate 3 87 5 1 55 151
Input Volume 3 94 4 2 51 154
% of Volume 100 93 125 50 108 98
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.5 2.9 0.0 0.0 0.6
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.3
Total Del/Veh (s)6.6 3.8 1.2 0.4 1.7 1.0 1.5
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.9 3.9 0.0 0.0 0.8 0.1 0.5
Total Stops 50 15 0 0 4 0 69
Stop/Veh 1.00 1.00 0.00 0.00 0.36 0.00 0.10
Travel Dist (mi)5.2 1.5 132.2 31.0 3.6 63.8 237.3
Travel Time (hr)0.3 0.1 2.6 0.7 0.1 1.3 5.1
Avg Speed (mph)18 19 52 48 40 48 48
Fuel Used (gal)0.1 0.0 4.0 0.8 0.1 2.4 7.6
Fuel Eff. (mpg)40.9 38.7 32.7 37.0 26.9 26.9 31.4
HC Emissions (g)1 0 49 18 1 34 103
CO Emissions (g)13 3 2057 548 82 1647 4350
NOx Emissions (g)2 0 242 67 5 140 456
Vehicles Entered 50 15 344 81 11 201 702
Vehicles Exited 50 15 344 81 11 201 702
Hourly Exit Rate 50 15 344 81 11 201 702
Input Volume 45 16 337 84 14 213 708
% of Volume 112 95 102 96 80 94 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1284
Occupancy (veh) 0 0 3 1 0 1 5
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.1 3.6 0.9 0.6 1.4 0.4 1.4
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.2 3.5 0.0 0.0 0.9 0.0 0.5
Total Stops 62 6 0 0 7 0 75
Stop/Veh 1.00 1.00 0.00 0.00 0.22 0.00 0.13
Travel Dist (mi)6.1 0.6 82.1 29.5 4.5 18.0 140.9
Travel Time (hr)0.3 0.0 1.6 0.6 0.1 0.4 3.1
Avg Speed (mph)18 19 51 46 34 51 45
Fuel Used (gal)0.2 0.0 2.6 0.8 0.1 0.7 4.3
Fuel Eff. (mpg)36.1 38.0 31.7 38.4 40.9 26.5 32.5
HC Emissions (g)1 0 34 7 1 10 53
CO Emissions (g)37 2 1370 315 71 539 2334
NOx Emissions (g)3 0 160 37 4 38 243
Vehicles Entered 62 6 271 87 32 127 585
Vehicles Exited 62 6 270 88 32 127 585
Hourly Exit Rate 62 6 270 88 32 127 585
Input Volume 60 7 268 85 31 143 594
% of Volume 103 83 101 104 103 89 98
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1938
Occupancy (veh) 0 0 2 1 0 0 3
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.3 0.4 0.1 0.3 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.6 0.0 0.0 0.1 0.1
Total Stops 10 0 0 0 10
Stop/Veh 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi)1.0 27.8 3.4 23.6 55.8
Travel Time (hr)0.0 0.5 0.1 0.8 1.4
Avg Speed (mph)20 51 42 31 39
Fuel Used (gal)0.0 0.8 0.1 1.8 2.7
Fuel Eff. (mpg)40.2 33.0 46.4 13.1 20.3
HC Emissions (g)0 12 1 28 41
CO Emissions (g)2 461 34 1950 2448
NOx Emissions (g)0 53 3 85 142
Vehicles Entered 10 196 24 159 389
Vehicles Exited 10 196 24 159 389
Hourly Exit Rate 10 196 24 159 389
Input Volume 8 194 22 174 398
% of Volume 121 101 110 91 98
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2295
Occupancy (veh) 0 1 0 1 1
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.8 0.3 0.1 2.0 0.3 0.1 4.4 3.5 2.8 4.4 5.9 2.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 2.5 1.6 2.6 2.7 2.7 2.4
Total Stops 0 0 0 1 0 0 7 23 16 34 22 3
Stop/Veh 0.00 0.00 0.00 0.09 0.00 0.00 1.00 0.56 1.00 1.00 1.00 1.00
Travel Dist (mi)0.1 0.5 0.5 1.2 1.3 2.6 0.4 2.0 1.0 1.8 1.1 0.1
Travel Time (hr)0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.0
Avg Speed (mph)17 28 18 23 29 24 16 19 17 15 15 16
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)31.2 17.2 47.7 35.3 34.3 42.7 48.3 45.5 49.3 47.1 42.8 41.8
HC Emissions (g)0 0 0 0 0 0 0 0 0 1 0 0
CO Emissions (g)0 19 3 7 6 11 1 7 2 11 4 1
NOx Emissions (g)0 1 0 1 1 1 0 1 0 1 0 0
Vehicles Entered 2 15 15 11 12 24 7 41 16 34 21 3
Vehicles Exited 2 15 15 11 12 24 7 41 16 34 22 3
Hourly Exit Rate 2 15 15 11 12 24 7 41 16 34 22 3
Input Volume 4 17 13 11 12 24 9 44 18 36 21 4
% of Volume 50 90 113 98 98 100 76 94 90 94 106 75
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.2
Total Del/Veh (s)2.7
Stop Delay (hr)0.1
Stop Del/Veh (s)1.4
Total Stops 106
Stop/Veh 0.52
Travel Dist (mi)12.6
Travel Time (hr)0.6
Avg Speed (mph)20
Fuel Used (gal)0.3
Fuel Eff. (mpg)40.2
HC Emissions (g)2
CO Emissions (g)71
NOx Emissions (g)7
Vehicles Entered 201
Vehicles Exited 202
Hourly Exit Rate 202
Input Volume 213
% of Volume 95
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)3892
Occupancy (veh)1
SimTraffic Performance Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Total Zone Performance
Denied Delay (hr)0.3
Denied Del/Veh (s)0.5
Total Delay (hr)6.4
Total Del/Veh (s)137.3
Stop Delay (hr)1.2
Stop Del/Veh (s)25.6
Total Stops 773
Stop/Veh 4.60
Travel Dist (mi)2236.2
Travel Time (hr)52.3
Avg Speed (mph)43
Fuel Used (gal)69.6
Fuel Eff. (mpg)32.1
HC Emissions (g)1007
CO Emissions (g)40591
NOx Emissions (g)4170
Vehicles Entered 2045
Vehicles Exited 122
Hourly Exit Rate 122
Input Volume 6082
% of Volume 2
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1272
Occupancy (veh)52
Queuing and Blocking Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)69 141 73
Average Queue (ft)16 48 29
95th Queue (ft)51 108 60
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)58 41 52
Average Queue (ft)24 16 20
95th Queue (ft)50 37 41
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB EB WB NB NB SB
Directions Served LT R LT LT R LTR
Maximum Queue (ft)66 4 31 92 48 31
Average Queue (ft)8 0 3 37 10 7
95th Queue (ft)40 3 18 73 36 23
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300 25
Storage Blk Time (%)25 1
Queuing Penalty (veh)4 2
Queuing and Blocking Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)23 23 10 20
Average Queue (ft)3 8 0 1
95th Queue (ft)15 26 5 8
Link Distance (ft)2029 444 2601 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)2
95th Queue (ft)15
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)71 31
Average Queue (ft)24 3
95th Queue (ft)50 16
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_BUILD_PUD_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB NB SB
Directions Served LR R L
Maximum Queue (ft)54 4 36
Average Queue (ft)25 0 6
95th Queue (ft)44 3 24
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)280 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)23
Average Queue (ft)6
95th Queue (ft)22
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement WB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)21 58 44
Average Queue (ft)1 25 21
95th Queue (ft)8 52 40
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 5
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.5 0.0 0.0 0.0 0.0 0.3
Total Delay (hr)1.3 0.5 0.1 1.0 0.1 0.0 3.0
Total Del/Veh (s)12.1 7.7 5.9 10.2 2.5 2.4 9.2
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.2
Stop Del/Veh (s)0.7 0.7 0.5 0.4 0.8 0.8 0.6
Total Stops 44 25 8 28 20 10 135
Stop/Veh 0.11 0.11 0.10 0.08 0.26 0.24 0.12
Travel Dist (mi)184.8 106.8 38.0 167.0 10.2 5.4 512.2
Travel Time (hr)4.8 2.8 0.9 4.1 0.3 0.2 13.1
Avg Speed (mph)39 39 40 40 30 30 39
Fuel Used (gal)4.3 2.5 0.9 4.1 0.2 0.1 12.2
Fuel Eff. (mpg)42.9 42.6 40.3 40.6 45.5 42.4 41.9
HC Emissions (g)58 36 11 52 2 2 161
CO Emissions (g)1923 1164 341 1598 92 76 5195
NOx Emissions (g)240 144 52 237 7 7 688
Vehicles Entered 383 222 80 352 78 41 1156
Vehicles Exited 384 222 79 350 78 41 1154
Hourly Exit Rate 384 222 79 350 78 41 1154
Input Volume 399 220 80 350 79 38 1166
% of Volume 96 101 99 100 99 107 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)443
Occupancy (veh) 5 3 1 4 0 0 13
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.1 0.0 4.0 0.2 0.2
Total Delay (hr)0.2 0.0 0.0 0.2 0.1 0.0 0.5
Total Del/Veh (s)1.3 0.9 3.1 1.9 10.4 3.3 2.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.1 0.1 1.9 0.0 8.7 3.6 0.5
Total Stops 1 0 3 0 32 27 63
Stop/Veh 0.00 0.00 0.38 0.00 0.97 1.00 0.07
Travel Dist (mi)205.8 7.3 4.1 197.5 2.2 1.9 418.7
Travel Time (hr)4.9 0.2 0.1 3.9 0.2 0.1 9.4
Avg Speed (mph)42 40 45 50 12 17 45
Fuel Used (gal)9.1 0.3 0.1 5.9 0.1 0.0 15.6
Fuel Eff. (mpg)22.6 24.6 36.8 33.2 29.0 42.3 26.9
HC Emissions (g)152 3 1 79 1 0 235
CO Emissions (g)7744 215 38 2705 25 7 10732
NOx Emissions (g)539 12 5 387 2 1 946
Vehicles Entered 415 14 8 397 32 27 893
Vehicles Exited 415 15 8 398 33 27 896
Hourly Exit Rate 415 15 8 398 33 27 896
Input Volume 426 15 9 395 34 24 903
% of Volume 97 98 91 101 97 112 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1254
Occupancy (veh) 5 0 0 4 0 0 9
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.3 0.3 2.3 0.0 0.0 0.5 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.5 1.9 1.2 2.6 1.4 0.8 7.3 12.5 3.3 8.1 12.6 2.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.0 0.0 0.0 1.5 0.0 0.0 6.6 6.0 3.3 7.1 6.2 2.7
Total Stops 1 0 0 3 1 0 19 2 8 7 8 19
Stop/Veh 0.50 0.00 0.00 0.38 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.95
Travel Dist (mi)1.0 191.6 28.8 3.3 151.7 1.0 9.1 1.1 3.6 1.4 1.7 4.0
Travel Time (hr)0.0 3.8 0.6 0.1 3.0 0.0 0.3 0.0 0.1 0.1 0.1 0.1
Avg Speed (mph)46 51 48 44 52 50 36 36 38 27 27 34
Fuel Used (gal)0.0 5.6 0.8 0.1 4.5 0.0 0.3 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)35.9 34.1 37.4 38.2 34.0 37.4 33.0 35.5 32.3 40.9 39.1 41.6
HC Emissions (g)0 83 13 0 66 0 2 0 1 0 0 1
CO Emissions (g)7 2629 376 26 2245 9 100 10 46 9 19 30
NOx Emissions (g)1 388 55 4 301 1 11 1 4 1 1 4
Vehicles Entered 2 384 58 8 363 2 19 2 7 7 8 19
Vehicles Exited 2 385 58 8 363 2 19 2 8 7 8 19
Hourly Exit Rate 2 385 58 8 363 2 19 2 8 7 8 19
Input Volume 2 395 55 9 363 2 19 2 7 7 9 19
% of Volume 89 97 105 91 100 89 101 89 119 104 91 101
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 3 0 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.5
Total Del/Veh (s)1.9
Stop Delay (hr)0.1
Stop Del/Veh (s)0.4
Total Stops 68
Stop/Veh 0.08
Travel Dist (mi)398.3
Travel Time (hr)8.1
Avg Speed (mph)50
Fuel Used (gal)11.6
Fuel Eff. (mpg)34.4
HC Emissions (g)166
CO Emissions (g)5505
NOx Emissions (g)773
Vehicles Entered 879
Vehicles Exited 881
Hourly Exit Rate 881
Input Volume 888
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1987
Occupancy (veh)8
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.1 0.1 0.1 0.1 0.2 1.4 0.0 0.0 0.0 0.1
Total Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.5 2.9 4.9 9.8 2.1 1.0 1.1 0.1 0.8 1.2 0.2 2.2
Stop Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)2.8 2.6 3.1 4.9 2.4 0.1 0.0 0.0 0.0 0.1 0.2 1.3
Total Stops 6 82 22 1 7 2 0 0 0 0 0 120
Stop/Veh 1.00 0.99 1.00 1.00 1.00 0.06 0.00 0.00 0.00 0.00 0.00 0.47
Travel Dist (mi)2.7 40.5 1.9 0.1 0.6 14.8 9.4 2.3 2.2 34.6 1.0 110.0
Travel Time (hr)0.1 1.5 0.1 0.0 0.0 0.3 0.2 0.0 0.1 0.8 0.0 3.2
Avg Speed (mph)26 26 18 18 20 44 48 48 41 44 42 34
Fuel Used (gal)0.1 1.2 0.0 0.0 0.0 0.4 0.3 0.1 0.1 1.4 0.0 3.6
Fuel Eff. (mpg)32.1 32.7 39.5 32.2 40.2 38.7 35.1 41.2 25.9 25.3 25.4 30.7
HC Emissions (g)0 9 0 0 0 4 1 0 1 23 0 40
CO Emissions (g)15 270 8 1 2 137 70 13 50 1069 25 1659
NOx Emissions (g)1 28 1 0 0 22 12 3 3 85 2 157
Vehicles Entered 6 83 22 1 7 30 19 5 4 69 2 248
Vehicles Exited 6 82 22 1 7 30 19 5 5 70 2 249
Hourly Exit Rate 6 82 22 1 7 30 19 5 5 70 2 249
Input Volume 7 86 21 2 5 34 19 3 4 68 2 252
% of Volume 89 96 105 44 133 88 101 154 118 103 89 99
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)4276
Occupancy (veh) 0 2 0 0 0 0 0 0 0 1 0 3
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.2 3.4 0.1 0.0 1.9 0.4 1.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.0 2.6 0.0 0.0 0.1 0.0 0.7
Total Stops 15 25 0 0 2 0 42
Stop/Veh 1.00 1.00 0.00 0.00 0.03 0.00 0.24
Travel Dist (mi)7.7 11.9 1.8 0.6 5.7 3.6 31.4
Travel Time (hr)0.3 0.5 0.1 0.0 0.3 0.1 1.2
Avg Speed (mph)26 26 29 24 23 29 26
Fuel Used (gal)0.2 0.4 0.1 0.0 0.1 0.1 0.9
Fuel Eff. (mpg)32.0 32.6 34.8 53.8 40.1 35.9 34.4
HC Emissions (g)1 4 0 0 1 1 8
CO Emissions (g)42 100 6 1 21 19 189
NOx Emissions (g)4 12 1 0 3 3 23
Vehicles Entered 15 24 22 8 65 41 175
Vehicles Exited 15 25 22 8 64 41 175
Hourly Exit Rate 15 25 22 8 64 41 175
Input Volume 17 28 23 8 66 43 184
% of Volume 90 88 96 103 97 96 95
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)3102
Occupancy (veh) 0 0 0 0 0 0 1
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.2 3.0 0.0 0.1 0.2
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.2 0.4
Total Del/Veh (s)8.6 3.5 0.5 0.2 1.6 1.6 2.1
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.2
Stop Del/Veh (s)6.8 3.3 0.0 0.0 0.6 0.1 0.8
Total Stops 78 7 0 0 1 0 86
Stop/Veh 0.99 1.00 0.00 0.00 0.17 0.00 0.12
Travel Dist (mi)7.1 0.7 50.6 8.4 2.0 138.4 207.3
Travel Time (hr)0.5 0.0 1.0 0.2 0.0 2.9 4.6
Avg Speed (mph)15 19 53 50 42 48 46
Fuel Used (gal)0.2 0.0 1.5 0.2 0.1 4.8 6.8
Fuel Eff. (mpg)38.1 38.8 33.6 39.0 35.3 28.9 30.6
HC Emissions (g)1 0 21 1 0 79 103
CO Emissions (g)26 2 778 81 26 3223 4136
NOx Emissions (g)3 0 100 10 2 316 433
Vehicles Entered 78 7 132 22 6 462 707
Vehicles Exited 78 7 132 22 6 462 707
Hourly Exit Rate 78 7 132 22 6 462 707
Input Volume 80 10 125 20 10 460 704
% of Volume 98 70 106 111 60 100 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1410
Occupancy (veh) 0 0 1 0 0 3 5
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.1 0.0 0.0
Total Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.8 3.8 0.4 0.2 0.8 0.6 1.5
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.7 3.4 0.0 0.0 0.3 0.0 0.8
Total Stops 78 13 0 0 2 0 93
Stop/Veh 1.00 1.00 0.00 0.00 0.17 0.00 0.17
Travel Dist (mi)7.7 1.3 36.9 6.4 1.7 41.1 95.0
Travel Time (hr)0.4 0.1 0.7 0.1 0.0 0.8 2.2
Avg Speed (mph)17 19 52 48 36 50 43
Fuel Used (gal)0.2 0.0 1.1 0.2 0.0 1.5 3.1
Fuel Eff. (mpg)33.7 32.8 32.8 38.0 42.5 27.6 30.8
HC Emissions (g)2 0 17 1 0 23 44
CO Emissions (g)73 10 609 62 21 1130 1905
NOx Emissions (g)7 1 79 8 1 87 183
Vehicles Entered 77 13 120 19 12 290 531
Vehicles Exited 78 13 120 19 12 290 532
Hourly Exit Rate 78 13 120 19 12 290 532
Input Volume 76 14 117 18 11 290 526
% of Volume 103 91 102 107 109 100 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2719
Occupancy (veh) 0 0 1 0 0 1 2
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)2.2 0.3 0.0 0.4 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.4 0.0 0.0 0.1 0.1
Total Stops 14 0 0 0 14
Stop/Veh 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi)1.4 14.8 1.0 44.5 61.8
Travel Time (hr)0.1 0.3 0.0 1.4 1.8
Avg Speed (mph)21 48 41 31 33
Fuel Used (gal)0.0 0.5 0.0 3.4 4.0
Fuel Eff. (mpg)41.8 28.3 45.9 13.1 15.5
HC Emissions (g)0 8 0 58 67
CO Emissions (g)4 351 10 3742 4106
NOx Emissions (g)0 34 1 175 210
Vehicles Entered 14 105 7 301 427
Vehicles Exited 14 105 7 302 428
Hourly Exit Rate 14 105 7 302 428
Input Volume 12 106 5 300 424
% of Volume 117 99 133 100 101
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)1795
Occupancy (veh) 0 0 0 1 2
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.2
Total Del/Veh (s)1.6 0.5 0.1 0.1 0.1 4.2 5.0 4.5 6.2 2.1 4.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.3 0.0 0.0 0.0 0.0 2.5 2.2 2.4 2.7 2.2 1.8
Total Stops 0 0 0 0 0 12 30 8 76 4 130
Stop/Veh 0.00 0.00 0.00 0.00 0.00 1.00 0.86 1.00 1.00 1.00 0.68
Travel Dist (mi)0.1 0.2 0.7 0.9 1.8 0.7 2.0 0.4 4.1 0.2 10.9
Travel Time (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.3 0.0 0.6
Avg Speed (mph)16 26 18 29 25 16 17 15 15 16 18
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.3
Fuel Eff. (mpg)36.3 20.0 49.2 36.4 43.0 51.8 50.4 35.6 40.0 44.9 42.0
HC Emissions (g)0 0 0 0 0 0 0 0 1 0 1
CO Emissions (g)0 5 4 2 4 1 5 2 23 1 48
NOx Emissions (g)0 0 0 0 0 0 1 0 2 0 5
Vehicles Entered 3 5 21 9 16 12 35 8 76 4 189
Vehicles Exited 3 5 21 9 17 12 35 8 76 4 190
Hourly Exit Rate 3 5 21 9 17 12 35 8 76 4 190
Input Volume 3 4 19 10 18 13 38 9 78 4 196
% of Volume 92 118 112 90 96 92 92 91 97 94 97
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)4049
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)5.1
Total Del/Veh (s)266.7
Stop Delay (hr)0.9
Stop Del/Veh (s)48.9
Total Stops 751
Stop/Veh 10.88
Travel Dist (mi)1845.7
Travel Time (hr)44.3
Avg Speed (mph)42
Fuel Used (gal)58.0
Fuel Eff. (mpg)31.8
HC Emissions (g)825
CO Emissions (g)33476
NOx Emissions (g)3417
Vehicles Entered 1734
Vehicles Exited 29
Hourly Exit Rate 29
Input Volume 5244
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1571
Occupancy (veh)44
Queuing and Blocking Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 117 93 62
Average Queue (ft) 31 20 17
95th Queue (ft)85 64 44
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)28 56 32
Average Queue (ft)2 20 12
95th Queue (ft)15 46 29
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)28 31 36 37 39
Average Queue (ft)1 3 10 4 12
95th Queue (ft)12 16 27 21 28
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)4 1
Queuing Penalty (veh)0 0
Queuing and Blocking Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB
Directions Served LTR LTR LT
Maximum Queue (ft)55 31 25
Average Queue (ft)25 14 2
95th Queue (ft)43 33 12
Link Distance (ft)2777 444 2602
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)54 25
Average Queue (ft)23 3
95th Queue (ft)47 17
Link Distance (ft)2777 435
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)81 15
Average Queue (ft)30 1
95th Queue (ft)59 9
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_BUILD_PUD_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)67 21
Average Queue (ft)27 1
95th Queue (ft)50 11
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)23
Average Queue (ft)7
95th Queue (ft)23
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)12 53 59
Average Queue (ft)0 25 24
95th Queue (ft)6 50 42
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.4 0.2 0.1 1.7 0.2 0.0 0.0 3.7
Total Del/Veh (s)11.2 6.8 8.7 12.4 3.5 0.2 3.6 9.9
Stop Delay (hr)0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.3
Stop Del/Veh (s)0.4 0.4 1.3 1.2 1.0 0.0 1.1 0.8
Total Stops 34 10 12 104 47 0 11 218
Stop/Veh 0.08 0.08 0.21 0.21 0.29 0.00 0.24 0.16
Travel Dist (mi)215.0 59.7 26.3 235.7 21.3 0.1 5.8 564.0
Travel Time (hr)5.4 1.5 0.7 6.1 0.7 0.0 0.2 14.6
Avg Speed (mph)40 40 38 39 29 45 28 39
Fuel Used (gal)5.1 1.4 0.6 5.5 0.4 0.0 0.1 13.2
Fuel Eff. (mpg)41.8 41.6 43.6 42.8 56.8 28.2 52.0 42.8
HC Emissions (g)81 18 8 69 3 0 1 179
CO Emissions (g)2556 667 218 1952 104 2 36 5536
NOx Emissions (g)318 76 34 315 11 0 4 758
Vehicles Entered 447 123 55 494 163 2 44 1328
Vehicles Exited 445 124 55 495 162 2 45 1328
Hourly Exit Rate 445 124 55 495 162 2 45 1328
Input Volume 443 119 55 514 156 3 43 1333
% of Volume 100 104 100 96 104 73 105 100
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)395
Occupancy (veh) 5 1 1 6 1 0 0 15
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 4.2 0.2 0.1
Total Delay (hr)0.2 0.0 0.0 0.3 0.1 0.0 0.6
Total Del/Veh (s)1.5 0.7 3.5 2.3 11.3 3.2 2.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.1 0.1 1.4 0.0 9.6 3.5 0.4
Total Stops 2 1 11 0 24 16 54
Stop/Veh 0.00 0.03 0.42 0.00 1.00 1.00 0.05
Travel Dist (mi)227.0 17.1 13.0 261.7 1.7 1.1 521.6
Travel Time (hr)5.4 0.4 0.3 5.2 0.2 0.1 11.6
Avg Speed (mph)42 40 43 50 12 17 45
Fuel Used (gal)10.0 0.7 0.4 7.8 0.1 0.0 19.0
Fuel Eff. (mpg)22.6 23.5 36.4 33.3 29.0 41.3 27.4
HC Emissions (g)166 14 2 111 1 0 293
CO Emissions (g)8472 651 104 3652 19 3 12902
NOx Emissions (g)593 45 15 528 1 0 1183
Vehicles Entered 454 35 26 525 24 16 1080
Vehicles Exited 457 34 26 526 24 16 1083
Hourly Exit Rate 457 34 26 526 24 16 1083
Input Volume 450 36 25 544 25 16 1096
% of Volume 102 94 104 97 96 102 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1016
Occupancy (veh) 5 0 0 5 0 0 12
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.4 2.3 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.3 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.3 2.4 1.0 1.8 1.7 0.6 10.4 8.1 4.3 8.1 12.1 3.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.2 0.0 0.0 0.8 0.0 0.0 8.9 4.5 4.0 7.6 6.5 3.6
Total Stops 5 0 0 2 0 0 34 11 14 3 6 10
Stop/Veh 0.38 0.00 0.00 0.25 0.00 0.00 1.00 0.58 1.00 1.00 1.00 1.00
Travel Dist (mi)6.2 214.7 14.8 3.5 212.4 4.0 17.1 7.6 7.2 0.6 1.2 2.1
Travel Time (hr)0.1 4.3 0.3 0.1 4.2 0.1 0.5 0.2 0.2 0.0 0.0 0.1
Avg Speed (mph)45 50 48 44 51 50 35 38 39 27 27 34
Fuel Used (gal)0.2 6.1 0.4 0.1 6.3 0.1 0.5 0.2 0.2 0.0 0.0 0.0
Fuel Eff. (mpg)37.8 35.0 39.4 38.7 34.0 37.4 34.7 35.4 35.7 41.3 41.5 42.9
HC Emissions (g)1 83 11 1 86 1 12 1 1 0 0 0
CO Emissions (g)40 2575 250 32 3040 38 320 83 65 3 10 9
NOx Emissions (g)7 407 39 4 406 5 42 9 8 0 1 2
Vehicles Entered 12 430 29 8 509 10 34 19 14 3 6 10
Vehicles Exited 13 431 30 8 507 10 34 19 14 3 6 9
Hourly Exit Rate 13 431 30 8 507 10 34 19 14 3 6 9
Input Volume 16 422 28 9 520 5 36 19 15 4 5 11
% of Volume 83 102 107 86 97 190 94 99 95 75 114 80
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 0 0 4 0 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)0.8
Total Del/Veh (s)2.5
Stop Delay (hr)0.2
Stop Del/Veh (s)0.5
Total Stops 85
Stop/Veh 0.08
Travel Dist (mi)491.3
Travel Time (hr)10.1
Avg Speed (mph)49
Fuel Used (gal)14.1
Fuel Eff. (mpg)34.8
HC Emissions (g)197
CO Emissions (g)6465
NOx Emissions (g)930
Vehicles Entered 1084
Vehicles Exited 1084
Hourly Exit Rate 1084
Input Volume 1091
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1595
Occupancy (veh)10
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 2.2 0.0 0.0 0.3
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)4.2 6.9 2.7 6.3 6.9 1.7 1.9 2.3 0.8 1.4 1.3 2.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)2.5 3.5 2.4 4.8 3.7 2.1 0.1 0.0 0.0 0.3 0.1 0.7
Total Stops 1 3 57 7 6 4 4 0 0 1 0 83
Stop/Veh 1.00 1.00 0.98 1.00 1.00 1.00 0.04 0.00 0.00 0.09 0.00 0.26
Travel Dist (mi)0.5 1.6 30.3 0.6 0.5 0.3 50.6 31.0 12.5 5.2 17.6 150.7
Travel Time (hr)0.0 0.1 1.2 0.0 0.0 0.0 1.2 0.7 0.3 0.1 0.4 4.0
Avg Speed (mph)27 26 26 17 18 20 43 46 44 41 43 38
Fuel Used (gal)0.0 0.1 0.9 0.0 0.0 0.0 1.3 0.9 0.3 0.2 0.7 4.4
Fuel Eff. (mpg)39.5 32.1 32.1 42.3 41.7 43.6 38.4 35.1 39.9 26.9 25.3 33.9
HC Emissions (g)0 0 6 0 0 0 14 15 4 2 18 59
CO Emissions (g)3 10 192 1 2 0 489 454 127 132 645 2055
NOx Emissions (g)0 1 20 0 0 0 69 60 19 8 59 236
Vehicles Entered 1 3 56 7 6 4 102 63 25 11 36 314
Vehicles Exited 1 3 57 7 6 4 103 63 25 11 36 316
Hourly Exit Rate 1 3 57 7 6 4 103 63 25 11 36 316
Input Volume 2 3 61 7 5 3 92 65 25 10 34 309
% of Volume 50 92 93 97 114 133 112 97 100 107 105 102
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3445
Occupancy (veh) 0 0 1 0 0 0 1 1 0 0 0 4
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBT WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0
Total Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.3 0.6 3.6 0.2 0.1 2.0 0.3 1.8
Stop Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)3.4 0.1 2.6 0.0 0.0 0.2 0.0 0.9
Total Stops 14 0 78 0 0 3 0 95
Stop/Veh 1.00 0.00 0.99 0.00 0.00 0.07 0.00 0.34
Travel Dist (mi)7.5 4.8 41.8 5.3 1.4 2.8 2.2 66.0
Travel Time (hr)0.3 0.2 1.6 0.2 0.1 0.1 0.1 2.5
Avg Speed (mph)26 27 26 29 24 21 29 26
Fuel Used (gal)0.2 0.2 1.3 0.1 0.0 0.1 0.1 2.0
Fuel Eff. (mpg)32.3 27.3 32.3 35.9 49.9 39.0 30.7 32.5
HC Emissions (g)1 3 8 1 0 0 1 15
CO Emissions (g)44 81 261 24 2 12 25 449
NOx Emissions (g)4 10 26 4 0 2 2 48
Vehicles Entered 14 18 77 75 17 43 35 279
Vehicles Exited 14 18 77 74 17 43 35 278
Hourly Exit Rate 14 18 77 74 17 43 35 278
Input Volume 13 14 70 71 19 48 37 272
% of Volume 106 124 110 105 91 90 94 102
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)1497
Occupancy (veh) 0 0 2 0 0 0 0 3
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.4 2.8 0.0 0.0 0.5
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.3
Total Del/Veh (s)7.0 3.3 1.1 0.6 2.0 1.0 1.4
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.3 3.3 0.0 0.0 1.2 0.1 0.4
Total Stops 40 15 0 0 5 1 61
Stop/Veh 1.00 1.00 0.00 0.00 0.38 0.00 0.09
Travel Dist (mi)4.2 1.5 129.9 30.1 4.3 63.5 233.5
Travel Time (hr)0.2 0.1 2.5 0.7 0.1 1.3 4.9
Avg Speed (mph)18 19 52 48 40 49 48
Fuel Used (gal)0.1 0.0 3.9 0.8 0.1 2.2 7.2
Fuel Eff. (mpg)40.2 40.5 33.2 37.4 31.0 28.7 32.4
HC Emissions (g)1 0 43 9 1 43 97
CO Emissions (g)12 3 1828 395 78 1616 3933
NOx Emissions (g)2 0 225 44 6 161 439
Vehicles Entered 40 15 338 78 13 203 687
Vehicles Exited 40 15 339 79 13 202 688
Hourly Exit Rate 40 15 339 79 13 202 688
Input Volume 41 16 320 76 14 202 668
% of Volume 98 95 106 104 95 100 103
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1326
Occupancy (veh) 0 0 2 1 0 1 5
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.2 4.1 0.8 0.5 1.1 0.3 1.1
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.5 3.8 0.0 0.0 0.6 0.0 0.4
Total Stops 44 8 0 0 7 0 59
Stop/Veh 1.00 1.00 0.00 0.00 0.21 0.00 0.10
Travel Dist (mi)4.4 0.8 83.3 25.0 4.6 20.6 138.7
Travel Time (hr)0.2 0.0 1.6 0.5 0.1 0.4 3.0
Avg Speed (mph)18 19 51 46 36 52 47
Fuel Used (gal)0.1 0.0 2.5 0.6 0.1 0.8 4.2
Fuel Eff. (mpg)37.8 33.8 32.7 38.9 37.9 25.9 32.7
HC Emissions (g)1 0 24 8 1 12 48
CO Emissions (g)32 6 1120 302 94 665 2218
NOx Emissions (g)4 0 139 38 5 44 230
Vehicles Entered 44 8 279 74 33 146 584
Vehicles Exited 44 8 279 75 33 145 584
Hourly Exit Rate 44 8 279 75 33 145 584
Input Volume 49 7 263 73 31 143 566
% of Volume 90 110 106 103 106 101 103
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2020
Occupancy (veh) 0 0 2 1 0 0 3
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.3 0.4 0.0 0.4 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.7 0.0 0.0 0.1 0.1
Total Stops 8 0 0 0 8
Stop/Veh 1.00 0.00 0.00 0.00 0.02
Travel Dist (mi)0.8 28.7 2.7 26.7 58.9
Travel Time (hr)0.0 0.6 0.1 0.9 1.5
Avg Speed (mph)20 51 42 31 38
Fuel Used (gal)0.0 0.9 0.1 2.0 3.0
Fuel Eff. (mpg)44.4 33.7 48.4 13.1 19.9
HC Emissions (g)0 7 0 34 41
CO Emissions (g)1 370 21 2243 2635
NOx Emissions (g)0 44 2 100 147
Vehicles Entered 8 203 19 179 409
Vehicles Exited 8 203 19 180 410
Hourly Exit Rate 8 203 19 180 410
Input Volume 8 194 17 174 394
% of Volume 97 105 113 103 104
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2145
Occupancy (veh) 0 1 0 1 2
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.2
Total Del/Veh (s)1.9 0.2 0.1 0.3 0.1 4.8 5.4 4.2 6.5 2.4 3.3
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.4 0.0 0.0 0.0 0.0 2.8 2.4 2.8 3.2 2.5 1.6
Total Stops 1 0 0 0 0 26 84 18 11 4 144
Stop/Veh 0.33 0.00 0.00 0.00 0.00 1.00 0.83 0.95 1.00 1.00 0.55
Travel Dist (mi)0.1 0.3 0.8 5.4 1.5 1.5 5.5 1.0 0.6 0.2 16.9
Travel Time (hr)0.0 0.0 0.0 0.2 0.1 0.1 0.3 0.1 0.0 0.0 0.9
Avg Speed (mph)16 28 18 29 24 16 16 15 15 16 20
Fuel Used (gal)0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.4
Fuel Eff. (mpg)37.8 19.0 46.7 34.3 44.9 51.5 47.9 46.0 50.5 44.5 41.5
HC Emissions (g)0 0 0 1 0 0 0 0 0 0 2
CO Emissions (g)1 10 5 31 3 2 12 3 1 1 69
NOx Emissions (g)0 0 0 4 0 0 1 0 0 0 7
Vehicles Entered 3 8 25 50 14 26 101 18 11 4 260
Vehicles Exited 3 8 25 50 14 26 101 18 11 4 260
Hourly Exit Rate 3 8 25 50 14 26 101 18 11 4 260
Input Volume 4 10 21 51 13 23 94 20 12 4 253
% of Volume 75 78 120 98 106 113 107 91 90 100 103
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)2900
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Total Zone Performance
Denied Delay (hr)0.3
Denied Del/Veh (s)0.5
Total Delay (hr)6.2
Total Del/Veh (s)116.7
Stop Delay (hr)1.0
Stop Del/Veh (s)18.6
Total Stops 807
Stop/Veh 4.25
Travel Dist (mi)2241.7
Travel Time (hr)53.2
Avg Speed (mph)42
Fuel Used (gal)67.7
Fuel Eff. (mpg)33.1
HC Emissions (g)932
CO Emissions (g)36262
NOx Emissions (g)3978
Vehicles Entered 2054
Vehicles Exited 144
Hourly Exit Rate 144
Input Volume 5980
% of Volume 2
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1310
Occupancy (veh)53
Queuing and Blocking Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 128 128 67
Average Queue (ft) 22 46 28
95th Queue (ft)73 98 56
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)38 42 28
Average Queue (ft)8 15 7
95th Queue (ft)29 37 23
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)35 17 66 43 24
Average Queue (ft)4 1 20 9 8
95th Queue (ft)21 9 46 29 21
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)10 1
Queuing Penalty (veh)1 1
Queuing and Blocking Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)50 23 30 14
Average Queue (ft)22 9 4 1
95th Queue (ft)40 27 20 7
Link Distance (ft)2777 444 2602 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%) 0
Queuing Penalty (veh)0
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)52 40
Average Queue (ft)32 3
95th Queue (ft)51 20
Link Distance (ft)2777 435
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)55 42
Average Queue (ft)23 3
95th Queue (ft)45 18
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_BUILD_PUD_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)51 32
Average Queue (ft)23 5
95th Queue (ft)44 23
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)23
Average Queue (ft)5
95th Queue (ft)19
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)18 3 60 40
Average Queue (ft)1 0 36 16
95th Queue (ft)8 2 56 34
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.6 0.0 0.0 0.0 0.0 0.0 0.3
Total Delay (hr)1.5 0.5 0.1 0.9 0.1 0.0 0.0 3.1
Total Del/Veh (s)14.1 9.3 5.7 9.8 2.6 0.7 2.7 10.2
Stop Delay (hr)0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.4
Stop Del/Veh (s)2.2 2.0 0.3 0.3 0.8 0.0 0.7 1.3
Total Stops 69 34 7 26 21 0 8 165
Stop/Veh 0.18 0.16 0.09 0.08 0.26 0.00 0.26 0.15
Travel Dist (mi)181.2 100.6 37.3 149.0 10.3 0.1 4.0 482.6
Travel Time (hr)4.9 2.7 0.9 3.6 0.4 0.0 0.1 12.6
Avg Speed (mph)38 38 41 41 29 48 29 39
Fuel Used (gal)4.2 2.4 0.9 3.7 0.3 0.0 0.1 11.6
Fuel Eff. (mpg)43.2 42.6 40.6 39.8 39.4 40.2 44.6 41.7
HC Emissions (g)62 45 9 51 3 0 1 170
CO Emissions (g)1958 1295 337 1611 130 8 40 5378
NOx Emissions (g)242 157 46 224 10 1 3 683
Vehicles Entered 377 209 79 312 79 1 31 1088
Vehicles Exited 375 208 78 314 80 1 31 1087
Hourly Exit Rate 409 227 85 343 87 1 34 1186
Input Volume 402 227 81 353 88 1 39 1190
% of Volume 102 100 106 97 99 109 88 100
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)422
Occupancy (veh) 5 3 1 4 0 0 0 14
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.1 0.0 0.0 4.0 0.3 0.2
Total Delay (hr)0.2 0.0 0.1 0.2 0.1 0.1 0.7
Total Del/Veh (s)2.1 0.8 4.2 2.0 12.8 5.1 2.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.3
Stop Del/Veh (s)0.1 0.1 2.0 0.1 10.9 4.9 1.1
Total Stops 1 0 20 0 30 100 151
Stop/Veh 0.00 0.00 0.44 0.00 0.97 1.00 0.16
Travel Dist (mi)197.8 6.2 22.2 178.9 2.1 6.9 414.2
Travel Time (hr)4.8 0.2 0.5 3.6 0.2 0.5 9.8
Avg Speed (mph)41 39 42 50 11 15 43
Fuel Used (gal)8.8 0.3 0.6 5.9 0.1 0.2 15.9
Fuel Eff. (mpg)22.4 24.4 34.7 30.6 23.6 33.1 26.1
HC Emissions (g)147 2 11 86 0 2 249
CO Emissions (g)7574 185 358 3296 24 70 11509
NOx Emissions (g)514 10 45 382 2 7 959
Vehicles Entered 398 13 45 361 30 99 946
Vehicles Exited 400 13 45 359 31 100 948
Hourly Exit Rate 436 14 49 392 34 109 1034
Input Volume 429 15 43 398 34 103 1023
% of Volume 102 92 114 98 99 106 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1107
Occupancy (veh) 5 0 1 4 0 1 11
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.3 0.3 2.4 0.0 0.0 0.2 0.1 0.1 0.1
Total Delay (hr)0.0 0.2 0.1 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.6 2.3 1.7 2.1 1.7 0.6 8.3 11.8 3.3 6.5 12.2 3.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.2 0.1 0.1 1.4 0.0 0.0 7.3 6.4 3.7 5.6 6.4 3.0
Total Stops 0 0 0 2 2 0 50 3 7 7 7 20
Stop/Veh 0.00 0.00 0.00 0.33 0.01 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Travel Dist (mi)1.0 186.5 62.7 2.3 139.3 0.5 24.3 1.3 3.6 1.4 1.5 4.2
Travel Time (hr)0.0 3.8 1.4 0.1 2.7 0.0 0.7 0.0 0.1 0.0 0.1 0.1
Avg Speed (mph)43 49 45 42 51 50 36 36 40 29 27 33
Fuel Used (gal)0.0 6.3 1.9 0.1 4.1 0.0 0.7 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)33.0 29.5 32.8 38.9 33.6 36.6 36.5 34.5 36.7 41.8 46.2 37.7
HC Emissions (g)0 98 34 0 65 0 8 0 1 0 0 1
CO Emissions (g)14 3889 1233 13 2239 5 247 14 26 11 9 46
NOx Emissions (g)1 412 131 2 284 1 39 2 4 1 1 4
Vehicles Entered 2 376 126 5 333 1 50 3 7 7 7 20
Vehicles Exited 2 377 127 6 334 1 50 3 7 7 7 20
Hourly Exit Rate 2 411 139 7 364 1 55 3 8 8 8 22
Input Volume 2 403 130 9 369 2 51 2 7 7 9 19
% of Volume 96 102 106 74 99 48 108 144 112 112 87 115
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 2 0 3 0 1 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.7
Total Del/Veh (s)2.5
Stop Delay (hr)0.2
Stop Del/Veh (s)0.7
Total Stops 98
Stop/Veh 0.10
Travel Dist (mi)428.4
Travel Time (hr)9.1
Avg Speed (mph)47
Fuel Used (gal)13.5
Fuel Eff. (mpg)31.9
HC Emissions (g)208
CO Emissions (g)7746
NOx Emissions (g)882
Vehicles Entered 937
Vehicles Exited 941
Hourly Exit Rate 1027
Input Volume 1011
% of Volume 102
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1617
Occupancy (veh)10
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 1.8 0.0 0.0 0.0 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.5 2.9 5.3 2.2 0.9 0.3 0.0 0.6 0.8 1.3 1.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.6 3.0 3.5 2.4 0.4 0.0 0.0 0.1 0.0 0.1 0.5
Total Stops 2 6 18 7 0 0 0 1 0 0 34
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.11 0.00 0.00 0.15
Travel Dist (mi)0.8 2.5 1.5 0.6 0.9 23.9 2.2 4.3 65.0 1.2 102.8
Travel Time (hr)0.0 0.1 0.1 0.0 0.0 0.5 0.0 0.1 1.5 0.0 2.4
Avg Speed (mph)26 26 18 19 43 49 48 41 44 41 43
Fuel Used (gal)0.0 0.1 0.0 0.0 0.0 0.7 0.1 0.2 2.6 0.0 3.7
Fuel Eff. (mpg)37.7 37.6 42.6 39.7 40.8 35.3 39.1 26.7 25.1 28.3 27.9
HC Emissions (g)0 0 0 0 0 9 0 1 44 0 56
CO Emissions (g)2 5 4 1 4 253 11 100 2006 28 2415
NOx Emissions (g)0 1 0 0 1 44 2 6 161 2 218
Vehicles Entered 2 6 18 7 2 49 4 8 130 2 228
Vehicles Exited 2 6 18 7 2 48 5 8 130 2 228
Hourly Exit Rate 2 7 20 8 2 52 5 9 142 2 249
Input Volume 2 5 21 7 2 49 3 10 137 2 239
% of Volume 96 124 93 112 96 108 167 86 103 96 104
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)4928
Occupancy (veh) 0 0 0 0 0 1 0 0 2 0 3
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.9 2.3 0.1 0.0 0.0 0.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.4 2.4 0.0 0.0 0.0 0.2
Total Stops 5 3 0 0 0 8
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.09
Travel Dist (mi)0.4 0.3 2.0 0.2 4.2 7.1
Travel Time (hr)0.0 0.0 0.1 0.0 0.1 0.3
Avg Speed (mph)20 21 29 23 29 28
Fuel Used (gal)0.0 0.0 0.1 0.0 0.1 0.2
Fuel Eff. (mpg)45.7 44.8 36.0 48.4 34.9 36.3
HC Emissions (g)0 0 1 0 2 2
CO Emissions (g)1 0 10 0 31 42
NOx Emissions (g)0 0 2 0 5 7
Vehicles Entered 4 3 25 2 50 84
Vehicles Exited 5 3 25 2 50 85
Hourly Exit Rate 5 3 27 2 55 93
Input Volume 4 2 30 2 60 99
% of Volume 128 144 91 96 91 94
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.1 0.3 3.7 0.0 0.1 0.2
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.2 0.5
Total Del/Veh (s)9.9 4.6 0.6 0.2 1.7 1.8 2.4
Stop Delay (hr)0.2 0.0 0.0 0.0 0.0 0.0 0.2
Stop Del/Veh (s)8.2 4.4 0.0 0.0 0.7 0.1 1.0
Total Stops 77 8 0 0 2 0 87
Stop/Veh 1.00 1.00 0.00 0.00 0.22 0.00 0.12
Travel Dist (mi)6.9 0.8 50.1 6.6 2.6 141.6 208.6
Travel Time (hr)0.5 0.0 1.0 0.2 0.1 3.0 4.7
Avg Speed (mph)14 18 53 48 40 47 44
Fuel Used (gal)0.2 0.0 1.5 0.2 0.1 5.3 7.2
Fuel Eff. (mpg)36.4 37.3 33.4 38.2 30.1 26.9 28.8
HC Emissions (g)2 0 25 3 1 82 112
CO Emissions (g)37 2 834 87 56 3734 4749
NOx Emissions (g)5 0 109 12 4 324 455
Vehicles Entered 77 8 130 17 9 469 710
Vehicles Exited 77 8 130 17 9 468 709
Hourly Exit Rate 84 9 142 19 10 511 773
Input Volume 84 10 144 21 10 502 771
% of Volume 100 86 99 88 97 102 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1254
Occupancy (veh) 1 0 1 0 0 3 5
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.1 0.3
Total Del/Veh (s)8.0 5.2 0.6 0.2 0.3 0.8 2.3
Stop Delay (hr)0.2 0.0 0.0 0.0 0.0 0.0 0.2
Stop Del/Veh (s)5.7 4.8 0.0 0.0 0.0 0.0 1.3
Total Stops 109 12 0 0 1 0 122
Stop/Veh 0.99 1.00 0.00 0.00 0.08 0.00 0.22
Travel Dist (mi)10.8 1.2 35.4 8.0 1.8 38.7 95.9
Travel Time (hr)0.7 0.1 0.7 0.2 0.0 0.8 2.4
Avg Speed (mph)17 18 52 47 38 49 40
Fuel Used (gal)0.3 0.0 1.1 0.2 0.0 1.4 3.2
Fuel Eff. (mpg)31.2 31.1 32.0 37.6 40.8 27.2 30.2
HC Emissions (g)3 0 14 7 0 22 45
CO Emissions (g)111 10 560 169 26 1113 1987
NOx Emissions (g)9 1 68 22 2 81 183
Vehicles Entered 109 12 115 24 13 274 547
Vehicles Exited 110 12 115 24 13 273 547
Hourly Exit Rate 120 13 125 26 14 298 597
Input Volume 116 14 127 27 16 293 594
% of Volume 103 91 99 95 87 102 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2288
Occupancy (veh) 1 0 1 0 0 1 3
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)2.1 0.3 0.1 0.4 0.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.3 0.0 0.0 0.1 0.2
Total Stops 18 0 0 0 18
Stop/Veh 1.00 0.00 0.00 0.00 0.04
Travel Dist (mi)1.7 13.2 2.0 42.3 59.2
Travel Time (hr)0.1 0.3 0.0 1.4 1.8
Avg Speed (mph)21 48 40 31 33
Fuel Used (gal)0.0 0.5 0.0 3.2 3.8
Fuel Eff. (mpg)40.7 27.7 42.2 13.1 15.6
HC Emissions (g)0 6 0 61 68
CO Emissions (g)5 292 23 3673 3994
NOx Emissions (g)1 27 2 178 208
Vehicles Entered 18 93 14 286 411
Vehicles Exited 17 93 14 286 410
Hourly Exit Rate 19 101 15 312 447
Input Volume 21 106 14 308 450
% of Volume 88 96 106 101 99
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)1701
Occupancy (veh) 0 0 0 2 2
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)2.7 0.2 0.0 1.8 0.4 0.2 4.2 3.9 2.5 4.5 5.8 2.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.0 0.0 0.0 0.0 0.0 0.0 2.5 1.9 2.4 2.6 2.5 2.4
Total Stops 1 0 0 0 0 0 6 11 4 6 25 4
Stop/Veh 0.50 0.00 0.00 0.00 0.00 0.00 1.00 0.61 1.00 1.00 1.00 1.00
Travel Dist (mi)0.1 0.1 0.2 0.9 1.4 2.3 0.3 0.9 0.2 0.3 1.3 0.2
Travel Time (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0
Avg Speed (mph)16 28 18 24 29 24 16 18 17 16 16 17
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)31.8 17.4 51.4 38.9 34.0 43.3 53.0 46.6 48.6 44.0 47.4 43.5
HC Emissions (g)0 0 0 0 0 0 0 0 0 0 0 0
CO Emissions (g)0 5 1 4 6 5 0 3 0 2 4 1
NOx Emissions (g)0 0 0 0 1 1 0 0 0 0 0 0
Vehicles Entered 2 4 6 9 13 21 6 17 4 6 25 4
Vehicles Exited 2 4 6 9 13 21 6 18 4 6 25 4
Hourly Exit Rate 2 4 7 10 14 23 7 20 4 7 27 4
Input Volume 4 5 7 11 15 25 9 19 4 9 29 4
% of Volume 51 83 96 89 92 90 74 102 102 74 94 102
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.1
Total Del/Veh (s)2.7
Stop Delay (hr)0.0
Stop Del/Veh (s)1.3
Total Stops 57
Stop/Veh 0.48
Travel Dist (mi)8.4
Travel Time (hr)0.4
Avg Speed (mph)21
Fuel Used (gal)0.2
Fuel Eff. (mpg)41.2
HC Emissions (g)1
CO Emissions (g)33
NOx Emissions (g)3
Vehicles Entered 117
Vehicles Exited 118
Hourly Exit Rate 129
Input Volume 143
% of Volume 90
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)
Occupancy (veh) 0
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.5
Total Delay (hr)5.6
Total Del/Veh (s)290.1
Stop Delay (hr)1.4
Stop Del/Veh (s)70.6
Total Stops 740
Stop/Veh 10.72
Travel Dist (mi)1807.3
Travel Time (hr)43.5
Avg Speed (mph)42
Fuel Used (gal)59.2
Fuel Eff. (mpg)30.5
HC Emissions (g)911
CO Emissions (g)37853
NOx Emissions (g)3596
Vehicles Entered 1717
Vehicles Exited 31
Hourly Exit Rate 34
Input Volume 5519
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1401
Occupancy (veh)47
Queuing and Blocking Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 191 73 62
Average Queue (ft) 43 18 17
95th Queue (ft)139 55 45
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)46 46 61
Average Queue (ft)13 19 29
95th Queue (ft)37 41 53
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)4 50 58 38 42
Average Queue (ft)0 3 23 5 13
95th Queue (ft)3 25 47 21 31
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)10 1
Queuing Penalty (veh)1 0
Queuing and Blocking Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)28 46 5 10
Average Queue (ft)6 14 0 1
95th Queue (ft)23 36 4 7
Link Distance (ft)2029 444 2601 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)32
Average Queue (ft)7
95th Queue (ft)27
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)92 26
Average Queue (ft)34 1
95th Queue (ft)69 11
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_BUILD_Yield_NoCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft) 100 5
Average Queue (ft) 36 0
95th Queue (ft)66 5
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)27
Average Queue (ft)10
95th Queue (ft)27
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)12 44 42
Average Queue (ft)0 17 16
95th Queue (ft)7 43 35
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.4 0.2 0.1 1.7 0.2 0.0 0.0 3.6
Total Del/Veh (s)11.1 6.7 7.4 11.8 3.5 1.1 3.1 9.7
Stop Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.2
Stop Del/Veh (s)0.3 0.4 0.7 0.8 1.1 0.0 0.8 0.6
Total Stops 32 10 8 92 49 0 11 202
Stop/Veh 0.07 0.08 0.17 0.18 0.30 0.00 0.26 0.15
Travel Dist (mi)211.7 63.0 22.7 243.1 21.0 0.2 5.4 567.1
Travel Time (hr)5.3 1.6 0.6 6.2 0.7 0.0 0.2 14.6
Avg Speed (mph)40 40 39 39 28 40 29 39
Fuel Used (gal)5.1 1.5 0.5 5.6 0.4 0.0 0.1 13.2
Fuel Eff. (mpg)41.8 42.0 42.3 43.3 52.4 34.8 50.3 42.9
HC Emissions (g)86 20 5 60 4 0 2 176
CO Emissions (g)2614 672 180 1862 133 4 49 5513
NOx Emissions (g)324 82 25 293 13 0 5 743
Vehicles Entered 439 131 47 510 161 3 41 1332
Vehicles Exited 440 131 47 511 160 3 41 1333
Hourly Exit Rate 440 131 47 511 160 3 41 1333
Input Volume 442 126 55 513 163 2 43 1344
% of Volume 99 104 85 100 98 133 96 99
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 1 0 0 0 0 0 0 1
Density (ft/veh)397
Occupancy (veh) 5 2 1 6 1 0 0 15
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 4.1 0.2 0.1
Total Delay (hr)0.2 0.0 0.1 0.4 0.1 0.1 1.0
Total Del/Veh (s)1.9 0.9 4.8 2.6 16.4 4.4 2.8
Stop Delay (hr)0.0 0.0 0.1 0.0 0.1 0.1 0.3
Stop Del/Veh (s)0.1 0.1 2.0 0.1 14.7 4.3 0.8
Total Stops 2 0 50 0 21 74 147
Stop/Veh 0.00 0.00 0.46 0.00 1.00 1.00 0.12
Travel Dist (mi)223.2 17.3 53.7 268.3 1.4 5.1 569.1
Travel Time (hr)5.4 0.4 1.3 5.5 0.2 0.3 13.1
Avg Speed (mph)42 39 41 49 9 15 43
Fuel Used (gal)10.0 0.7 1.6 9.0 0.1 0.1 21.6
Fuel Eff. (mpg)22.2 24.2 32.6 29.8 24.0 34.4 26.3
HC Emissions (g)177 19 14 108 0 1 319
CO Emissions (g)8850 734 780 4914 13 41 15331
NOx Emissions (g)602 56 76 517 1 4 1257
Vehicles Entered 446 35 108 540 21 73 1223
Vehicles Exited 448 34 108 537 21 74 1222
Hourly Exit Rate 448 34 108 537 21 74 1222
Input Volume 450 35 104 544 24 72 1229
% of Volume 100 96 104 99 88 103 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)897
Occupancy (veh) 5 0 1 5 0 0 13
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.6 0.4 2.8 0.0 0.0 0.0 0.1 0.1 0.2
Total Delay (hr)0.0 0.3 0.0 0.0 0.3 0.0 0.5 0.1 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.0 2.8 1.4 2.0 2.2 0.7 15.1 11.0 8.0 9.6 18.7 4.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.7 0.1 0.1 0.8 0.0 0.0 13.1 7.6 7.2 8.5 13.0 5.1
Total Stops 5 1 0 3 0 0 115 9 14 5 4 11
Stop/Veh 0.38 0.00 0.00 0.38 0.00 0.00 0.97 0.47 1.00 1.00 1.00 1.00
Travel Dist (mi)6.5 213.8 39.1 3.3 217.4 3.2 58.3 7.1 6.9 1.0 0.8 2.3
Travel Time (hr)0.2 4.4 0.9 0.1 4.4 0.1 1.8 0.2 0.2 0.0 0.0 0.1
Avg Speed (mph)43 49 46 44 51 48 32 34 36 27 22 31
Fuel Used (gal)0.2 7.0 1.2 0.1 6.4 0.1 1.5 0.2 0.2 0.0 0.0 0.1
Fuel Eff. (mpg)34.4 30.6 33.7 37.0 33.7 38.2 37.6 35.4 38.2 35.2 41.2 41.5
HC Emissions (g)1 105 29 1 80 1 11 6 1 0 0 0
CO Emissions (g)72 4070 848 34 3077 30 428 138 46 11 6 17
NOx Emissions (g)8 449 102 4 387 4 69 20 7 1 1 2
Vehicles Entered 13 429 78 8 519 8 115 19 14 5 4 11
Vehicles Exited 13 429 78 8 520 8 116 19 14 5 4 11
Hourly Exit Rate 13 429 78 8 520 8 116 19 14 5 4 11
Input Volume 16 426 80 9 525 5 112 20 15 4 5 11
% of Volume 83 101 98 86 99 152 104 97 95 125 76 98
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 4 0 2 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)1.3
Total Del/Veh (s)3.9
Stop Delay (hr)0.6
Stop Del/Veh (s)1.6
Total Stops 167
Stop/Veh 0.14
Travel Dist (mi)559.8
Travel Time (hr)12.3
Avg Speed (mph)46
Fuel Used (gal)17.0
Fuel Eff. (mpg)33.0
HC Emissions (g)235
CO Emissions (g)8776
NOx Emissions (g) 1054
Vehicles Entered 1223
Vehicles Exited 1225
Hourly Exit Rate 1225
Input Volume 1228
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1308
Occupancy (veh)12
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.3 0.2 2.2 0.0 0.0 0.3
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.0 2.0 5.1 2.8 1.0 0.9 0.4 1.0 0.5 1.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)4.7 2.2 3.5 3.0 0.0 0.0 0.0 0.4 0.0 0.3
Total Stops 2 5 10 11 0 0 0 2 0 30
Stop/Veh 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.15 0.00 0.11
Travel Dist (mi)0.8 1.8 0.8 1.0 2.5 66.5 11.0 6.6 39.3 130.2
Travel Time (hr)0.0 0.1 0.0 0.1 0.1 1.4 0.3 0.2 0.9 3.0
Avg Speed (mph)24 27 18 19 44 48 45 40 44 44
Fuel Used (gal)0.0 0.0 0.0 0.0 0.1 1.9 0.3 0.2 1.6 4.1
Fuel Eff. (mpg)33.8 37.3 43.3 41.6 40.3 35.8 39.8 27.0 25.3 31.7
HC Emissions (g)0 0 0 0 0 23 1 2 39 67
CO Emissions (g)1 3 2 3 14 725 63 152 1398 2361
NOx Emissions (g)0 1 0 0 3 114 11 10 129 269
Vehicles Entered 2 5 10 11 5 135 23 13 79 283
Vehicles Exited 2 5 10 11 5 135 22 13 79 282
Hourly Exit Rate 2 5 10 11 5 135 22 13 79 282
Input Volume 2 4 7 9 5 135 25 14 82 284
% of Volume 100 125 138 119 95 100 88 95 96 99
Denied Entry Before 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)4414
Occupancy (veh) 0 0 0 0 0 1 0 0 1 3
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)4.0 0.2 0.0 2.7 0.0 0.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.6 0.0 0.0 0.0 0.0 0.1
Total Stops 4 0 0 0 0 4
Stop/Veh 1.00 0.00 0.00 0.00 0.00 0.03
Travel Dist (mi)0.3 6.4 0.5 0.1 3.9 11.3
Travel Time (hr)0.0 0.2 0.0 0.0 0.1 0.4
Avg Speed (mph)20 29 23 24 29 28
Fuel Used (gal)0.0 0.2 0.0 0.0 0.1 0.3
Fuel Eff. (mpg)43.3 35.6 52.2 39.1 35.5 36.3
HC Emissions (g)0 2 0 0 1 3
CO Emissions (g)1 28 1 0 19 48
NOx Emissions (g)0 5 0 0 3 8
Vehicles Entered 4 88 6 1 45 144
Vehicles Exited 4 88 6 1 45 144
Hourly Exit Rate 4 88 6 1 45 144
Input Volume 3 89 4 2 48 146
% of Volume 133 99 150 50 94 99
Denied Entry Before 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.5 2.8 0.0 0.0 0.6
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.3
Total Del/Veh (s)7.7 3.3 1.2 0.5 2.0 1.2 1.6
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)6.0 3.4 0.0 0.0 1.0 0.1 0.5
Total Stops 43 13 0 0 3 0 59
Stop/Veh 1.00 1.00 0.00 0.00 0.23 0.00 0.08
Travel Dist (mi)4.5 1.3 137.0 31.1 4.1 73.5 251.6
Travel Time (hr)0.3 0.1 2.7 0.7 0.1 1.6 5.4
Avg Speed (mph)17 20 52 47 40 47 48
Fuel Used (gal)0.1 0.0 4.2 0.8 0.1 2.8 8.1
Fuel Eff. (mpg)39.8 41.8 32.9 36.8 29.4 25.9 30.9
HC Emissions (g)1 0 57 16 1 49 124
CO Emissions (g)18 2 2175 530 82 2186 4995
NOx Emissions (g)3 0 265 61 6 185 520
Vehicles Entered 43 13 357 82 13 229 737
Vehicles Exited 43 13 357 81 13 230 737
Hourly Exit Rate 43 13 357 81 13 230 737
Input Volume 42 16 355 79 14 230 736
% of Volume 103 83 101 103 95 100 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1211
Occupancy (veh) 0 0 3 1 0 2 5
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.0 0.3
Total Del/Veh (s)6.7 3.7 1.0 0.6 1.3 0.5 1.6
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.7 3.6 0.0 0.0 0.8 0.0 0.7
Total Stops 78 10 0 0 9 0 97
Stop/Veh 1.00 1.00 0.00 0.00 0.24 0.00 0.15
Travel Dist (mi)7.7 1.0 84.0 31.3 5.3 19.9 149.3
Travel Time (hr)0.4 0.1 1.6 0.7 0.2 0.4 3.4
Avg Speed (mph)18 19 51 45 35 51 44
Fuel Used (gal)0.2 0.0 2.6 0.8 0.1 0.8 4.6
Fuel Eff. (mpg)34.8 37.7 32.0 38.8 38.7 26.4 32.6
HC Emissions (g)2 0 36 10 2 11 60
CO Emissions (g)61 6 1421 364 100 587 2539
NOx Emissions (g)6 0 166 47 6 40 265
Vehicles Entered 78 10 277 93 38 141 637
Vehicles Exited 78 10 276 93 38 141 636
Hourly Exit Rate 78 10 276 93 38 141 636
Input Volume 78 7 278 92 38 142 636
% of Volume 100 138 99 101 99 99 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1786
Occupancy (veh) 0 0 2 1 0 0 3
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)2.4 0.5 0.0 0.4 0.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.6 0.0 0.0 0.1 0.1
Total Stops 13 0 0 0 13
Stop/Veh 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi)1.2 27.4 5.3 26.3 60.3
Travel Time (hr)0.1 0.5 0.1 0.9 1.6
Avg Speed (mph)20 50 41 31 38
Fuel Used (gal)0.0 0.9 0.1 2.0 3.0
Fuel Eff. (mpg)40.7 32.0 47.4 12.9 19.9
HC Emissions (g)0 11 2 33 47
CO Emissions (g)3 502 68 2213 2786
NOx Emissions (g)0 51 7 99 157
Vehicles Entered 12 194 37 178 421
Vehicles Exited 13 195 38 178 424
Hourly Exit Rate 13 195 38 178 424
Input Volume 15 195 33 181 424
% of Volume 88 100 114 98 100
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2078
Occupancy (veh) 0 1 0 1 2
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)1.4 0.3 0.0 1.8 0.1 0.1 4.7 4.1 2.9 4.5 6.0 2.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 2.8 1.9 2.6 2.8 2.7 2.3
Total Stops 0 0 0 0 0 0 9 26 15 29 20 6
Stop/Veh 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.65 1.00 1.00 1.00 1.00
Travel Dist (mi)0.2 0.4 0.4 0.7 1.2 1.6 0.5 2.0 0.9 1.6 1.1 0.3
Travel Time (hr)0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.0
Avg Speed (mph)17 28 18 24 29 24 16 18 17 15 15 16
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Fuel Eff. (mpg)32.9 17.8 49.9 40.6 36.9 43.3 50.5 46.1 48.6 46.9 43.0 37.9
HC Emissions (g)0 0 0 0 0 0 0 0 0 0 0 0
CO Emissions (g)1 17 2 2 4 4 1 5 1 7 4 2
NOx Emissions (g)0 1 0 0 1 0 0 1 0 1 0 0
Vehicles Entered 5 13 13 7 11 15 9 40 15 29 20 6
Vehicles Exited 5 13 13 7 11 15 9 40 15 29 20 6
Hourly Exit Rate 5 13 13 7 11 15 9 40 15 29 20 6
Input Volume 5 14 13 8 11 17 9 44 13 29 21 5
% of Volume 95 95 98 85 98 90 97 91 113 100 96 114
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.1
Total Del/Veh (s)2.9
Stop Delay (hr)0.1
Stop Del/Veh (s)1.6
Total Stops 105
Stop/Veh 0.57
Travel Dist (mi)10.9
Travel Time (hr)0.6
Avg Speed (mph)19
Fuel Used (gal)0.3
Fuel Eff. (mpg)41.4
HC Emissions (g)1
CO Emissions (g)51
NOx Emissions (g)4
Vehicles Entered 183
Vehicles Exited 183
Hourly Exit Rate 183
Input Volume 190
% of Volume 96
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)4339
Occupancy (veh)1
SimTraffic Performance Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Total Zone Performance
Denied Delay (hr)0.3
Denied Del/Veh (s)0.5
Total Delay (hr)6.8
Total Del/Veh (s)151.3
Stop Delay (hr)1.4
Stop Del/Veh (s)31.0
Total Stops 824
Stop/Veh 5.09
Travel Dist (mi)2309.5
Travel Time (hr)54.3
Avg Speed (mph)43
Fuel Used (gal)72.3
Fuel Eff. (mpg)32.0
HC Emissions (g)1032
CO Emissions (g)42398
NOx Emissions (g)4277
Vehicles Entered 2113
Vehicles Exited 117
Hourly Exit Rate 117
Input Volume 6216
% of Volume 2
Denied Entry Before 0
Denied Entry After 1
Density (ft/veh)1225
Occupancy (veh)54
Queuing and Blocking Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft)90 101 58
Average Queue (ft)22 40 27
95th Queue (ft)67 85 55
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)57 37 58
Average Queue (ft)25 13 22
95th Queue (ft)46 35 44
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB EB WB NB NB SB
Directions Served LT R LT LT R LTR
Maximum Queue (ft)49 4 27 117 48 36
Average Queue (ft)5 0 2 45 13 8
95th Queue (ft)28 3 13 89 43 24
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300 25
Storage Blk Time (%)31 2
Queuing Penalty (veh)5 2
Queuing and Blocking Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB SB
Directions Served LTR LTR LT
Maximum Queue (ft)23 27 24
Average Queue (ft)4 11 2
95th Queue (ft)18 30 11
Link Distance (ft)2029 444 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 112: Century Tr & Carl St
Movement WB
Directions Served LR
Maximum Queue (ft)28
Average Queue (ft)3
95th Queue (ft)18
Link Distance (ft)506
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB NB SB
Directions Served LR R LT
Maximum Queue (ft)53 4 37
Average Queue (ft)23 0 3
95th Queue (ft)46 3 17
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_BUILD_Yield_NoCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_No Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)65 31
Average Queue (ft)28 7
95th Queue (ft)48 25
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)28
Average Queue (ft)7
95th Queue (ft)25
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)6 6 55 43
Average Queue (ft)0 0 27 19
95th Queue (ft)0 4 55 36
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 7
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.3
Total Delay (hr)1.6 0.6 0.1 0.9 0.1 0.0 0.0 3.3
Total Del/Veh (s)14.8 10.6 5.5 9.9 2.9 0.1 2.6 10.7
Stop Delay (hr)0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.5
Stop Del/Veh (s)2.9 2.9 0.3 0.3 1.0 0.0 0.8 1.7
Total Stops 78 44 5 20 22 0 8 177
Stop/Veh 0.20 0.21 0.06 0.06 0.27 0.00 0.23 0.16
Travel Dist (mi)183.8 100.1 37.6 148.9 10.7 0.0 4.5 485.7
Travel Time (hr)5.0 2.8 0.9 3.6 0.4 0.0 0.2 12.9
Avg Speed (mph)37 37 41 41 28 37 29 38
Fuel Used (gal)4.3 2.3 0.9 3.7 0.3 0.0 0.1 11.5
Fuel Eff. (mpg)43.0 43.7 40.7 40.5 40.0 18.5 43.7 42.1
HC Emissions (g)52 35 7 41 3 0 2 140
CO Emissions (g)1766 1060 270 1351 142 1 63 4653
NOx Emissions (g)218 135 43 201 11 0 5 613
Vehicles Entered 381 208 79 310 83 1 35 1097
Vehicles Exited 382 207 79 315 83 1 34 1101
Hourly Exit Rate 417 226 86 344 91 1 37 1201
Input Volume 402 227 81 354 88 1 39 1191
% of Volume 104 100 107 97 102 109 96 101
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)413
Occupancy (veh) 5 3 1 4 0 0 0 14
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.1 0.1 0.0 4.0 0.3 0.1
Total Delay (hr)0.2 0.0 0.0 0.2 0.1 0.0 0.5
Total Del/Veh (s)1.5 0.8 3.2 1.8 9.4 3.7 2.0
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.1 0.1 1.4 0.1 7.6 3.9 0.5
Total Stops 2 0 4 0 27 29 62
Stop/Veh 0.00 0.00 0.36 0.00 1.00 1.00 0.07
Travel Dist (mi)203.2 6.4 5.3 180.0 1.9 2.0 398.8
Travel Time (hr)4.8 0.2 0.1 3.6 0.2 0.1 9.0
Avg Speed (mph)42 40 44 51 13 16 45
Fuel Used (gal)9.1 0.3 0.2 5.5 0.1 0.0 15.1
Fuel Eff. (mpg)22.4 22.9 34.5 32.7 28.5 40.6 26.4
HC Emissions (g)143 3 1 60 1 1 208
CO Emissions (g)7444 201 51 2400 22 14 10133
NOx Emissions (g)520 11 7 328 2 2 868
Vehicles Entered 409 13 11 363 27 29 852
Vehicles Exited 410 13 10 362 27 29 851
Hourly Exit Rate 447 14 11 395 29 32 928
Input Volume 429 15 12 398 35 28 919
% of Volume 104 92 90 99 84 111 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1202
Occupancy (veh) 5 0 0 4 0 0 10
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.4 0.3 2.7 0.0 0.0 0.6 0.1 0.2 0.1
Total Delay (hr)0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.0 2.1 1.2 2.6 1.4 0.4 7.3 10.2 3.6 6.6 12.7 2.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.2 0.0 0.0 1.0 0.0 0.0 6.4 4.0 3.7 5.5 6.7 3.1
Total Stops 1 0 0 3 0 0 19 1 7 4 6 21
Stop/Veh 0.50 0.00 0.00 0.38 0.00 0.00 1.00 1.00 0.88 1.00 1.00 1.00
Travel Dist (mi)1.1 193.4 24.7 3.3 137.6 0.9 9.0 0.5 3.4 0.9 1.3 4.4
Travel Time (hr)0.0 3.8 0.5 0.1 2.7 0.0 0.2 0.0 0.1 0.0 0.0 0.1
Avg Speed (mph)45 50 48 44 52 49 37 39 39 30 28 34
Fuel Used (gal)0.0 5.7 0.6 0.1 4.1 0.0 0.2 0.0 0.1 0.0 0.0 0.1
Fuel Eff. (mpg)36.6 33.9 38.1 38.6 33.9 39.1 36.3 35.6 35.4 40.2 46.5 40.7
HC Emissions (g)0 88 8 1 49 0 1 0 1 0 0 1
CO Emissions (g)8 2706 259 28 1871 8 79 5 28 8 8 36
NOx Emissions (g)1 402 39 4 250 1 10 1 4 1 1 4
Vehicles Entered 2 390 50 8 329 2 19 1 8 4 6 21
Vehicles Exited 2 389 49 8 330 2 19 1 7 4 6 21
Hourly Exit Rate 2 424 53 9 360 2 21 1 8 4 7 23
Input Volume 2 403 55 9 369 2 19 2 7 7 9 19
% of Volume 96 105 96 99 98 96 110 48 112 64 74 121
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 1 0 3 0 0 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.0
Denied Del/Veh (s)0.1
Total Delay (hr)0.5
Total Del/Veh (s)2.0
Stop Delay (hr)0.1
Stop Del/Veh (s)0.4
Total Stops 62
Stop/Veh 0.07
Travel Dist (mi)380.7
Travel Time (hr)7.7
Avg Speed (mph)50
Fuel Used (gal)11.1
Fuel Eff. (mpg)34.4
HC Emissions (g)148
CO Emissions (g)5043
NOx Emissions (g)718
Vehicles Entered 840
Vehicles Exited 838
Hourly Exit Rate 914
Input Volume 904
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1904
Occupancy (veh)8
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.1 0.1 0.4 0.2 0.1 1.5 0.0 0.0 0.0 0.1
Total Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.8 3.6 5.2 6.9 3.2 0.8 1.1 0.0 1.1 1.2 0.5 2.5
Stop Delay (hr)0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)2.9 2.8 3.5 3.4 3.1 0.1 0.0 0.0 0.2 0.1 0.0 1.5
Total Stops 5 86 20 3 3 2 0 0 0 0 0 119
Stop/Veh 1.00 0.99 1.00 1.00 1.00 0.06 0.00 0.00 0.00 0.00 0.00 0.49
Travel Dist (mi)2.5 43.5 1.7 0.3 0.3 17.7 10.2 1.2 1.4 29.4 1.4 109.6
Travel Time (hr)0.1 1.7 0.1 0.0 0.0 0.4 0.2 0.0 0.0 0.7 0.0 3.3
Avg Speed (mph)26 26 18 18 19 44 49 49 40 44 42 34
Fuel Used (gal)0.1 1.3 0.0 0.0 0.0 0.5 0.3 0.0 0.1 1.2 0.1 3.5
Fuel Eff. (mpg)32.4 32.4 43.2 44.5 37.4 37.7 35.4 38.7 24.8 25.5 27.6 31.1
HC Emissions (g)0 10 0 0 0 7 2 0 0 16 0 36
CO Emissions (g)14 286 9 1 1 184 86 7 34 838 34 1495
NOx Emissions (g)1 30 1 0 0 29 13 1 2 65 2 146
Vehicles Entered 5 85 20 3 3 36 21 3 3 59 3 241
Vehicles Exited 5 86 20 3 3 35 21 2 3 59 3 240
Hourly Exit Rate 5 94 22 3 3 38 23 2 3 64 3 262
Input Volume 8 101 21 2 5 42 19 3 4 69 2 277
% of Volume 70 93 103 144 62 91 121 67 77 94 144 95
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3862
Occupancy (veh) 0 2 0 0 0 0 0 0 0 1 0 4
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)5.9 2.8 0.2 0.1 2.0 0.4 1.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)3.3 2.4 0.0 0.0 0.1 0.0 0.7
Total Stops 11 38 0 0 2 0 51
Stop/Veh 1.00 1.00 0.00 0.00 0.03 0.00 0.27
Travel Dist (mi)5.6 18.5 1.6 0.3 6.6 3.6 36.3
Travel Time (hr)0.2 0.7 0.1 0.0 0.3 0.1 1.4
Avg Speed (mph)26 26 29 23 23 29 26
Fuel Used (gal)0.2 0.6 0.0 0.0 0.2 0.1 1.1
Fuel Eff. (mpg)32.4 31.3 34.1 50.2 39.6 34.5 33.3
HC Emissions (g)1 6 0 0 1 1 10
CO Emissions (g)31 152 8 0 26 28 245
NOx Emissions (g)3 19 1 0 4 4 31
Vehicles Entered 11 37 20 4 75 41 188
Vehicles Exited 11 38 20 4 75 41 189
Hourly Exit Rate 12 41 22 4 82 45 206
Input Volume 13 40 24 5 87 43 213
% of Volume 92 105 89 83 94 104 97
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2448
Occupancy (veh) 0 1 0 0 0 0 2
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.2 3.3 0.1 0.1 0.2
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.2 0.4
Total Del/Veh (s)8.9 3.7 0.5 0.2 1.3 1.5 2.1
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.2
Stop Del/Veh (s)7.2 3.7 0.0 0.0 0.4 0.1 0.9
Total Stops 71 10 0 0 1 0 82
Stop/Veh 1.00 1.00 0.00 0.00 0.14 0.00 0.12
Travel Dist (mi)6.4 0.9 48.1 6.0 2.0 135.1 198.4
Travel Time (hr)0.4 0.0 0.9 0.1 0.0 2.9 4.4
Avg Speed (mph)15 18 54 49 41 47 45
Fuel Used (gal)0.2 0.0 1.4 0.2 0.1 4.8 6.7
Fuel Eff. (mpg)37.4 37.7 33.8 38.1 35.5 28.0 29.8
HC Emissions (g)1 0 21 1 0 78 102
CO Emissions (g)26 3 765 51 25 3348 4217
NOx Emissions (g)4 0 99 7 2 308 420
Vehicles Entered 71 10 125 16 7 447 676
Vehicles Exited 71 10 125 15 7 446 674
Hourly Exit Rate 77 11 136 16 8 487 735
Input Volume 76 10 136 18 10 481 732
% of Volume 101 108 100 91 76 101 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1339
Occupancy (veh) 0 0 1 0 0 3 5
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.1 0.0 0.0 0.1 0.0 0.0
Total Delay (hr)0.2 0.0 0.0 0.0 0.0 0.0 0.3
Total Del/Veh (s)7.1 3.3 0.5 0.2 0.6 0.6 1.8
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)5.0 2.9 0.0 0.0 0.1 0.0 1.0
Total Stops 91 15 0 0 1 0 107
Stop/Veh 0.99 1.00 0.00 0.00 0.06 0.00 0.20
Travel Dist (mi)9.1 1.5 35.3 6.5 2.2 38.4 92.9
Travel Time (hr)0.5 0.1 0.7 0.1 0.1 0.8 2.3
Avg Speed (mph)17 19 52 47 36 50 41
Fuel Used (gal)0.3 0.0 1.1 0.2 0.1 1.4 3.0
Fuel Eff. (mpg)33.6 33.9 32.1 37.7 40.3 27.8 30.8
HC Emissions (g)3 0 16 3 0 19 41
CO Emissions (g)87 12 622 92 32 994 1839
NOx Emissions (g)8 1 74 12 2 74 171
Vehicles Entered 91 15 115 20 16 271 528
Vehicles Exited 92 15 115 19 16 271 528
Hourly Exit Rate 100 16 125 21 17 296 576
Input Volume 95 14 124 22 16 293 565
% of Volume 106 114 101 93 107 101 102
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)2450
Occupancy (veh) 1 0 1 0 0 1 2
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)2.3 0.4 0.1 0.5 0.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.5 0.0 0.0 0.1 0.2
Total Stops 19 0 0 1 20
Stop/Veh 0.95 0.00 0.00 0.00 0.05
Travel Dist (mi)1.9 13.8 1.6 42.4 59.7
Travel Time (hr)0.1 0.3 0.0 1.4 1.8
Avg Speed (mph)20 48 39 31 33
Fuel Used (gal)0.0 0.5 0.0 3.2 3.8
Fuel Eff. (mpg)40.8 27.5 40.0 13.1 15.6
HC Emissions (g)0 8 0 56 65
CO Emissions (g)6 369 20 3580 3975
NOx Emissions (g)1 33 2 167 202
Vehicles Entered 20 97 11 287 415
Vehicles Exited 19 97 11 287 414
Hourly Exit Rate 21 106 12 313 452
Input Volume 21 106 11 308 447
% of Volume 98 100 108 102 101
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)1677
Occupancy (veh) 0 0 0 2 2
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.2 0.2 0.2 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.2
Total Del/Veh (s)1.4 0.5 0.1 0.1 0.1 4.4 4.8 4.9 6.3 2.9 4.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.0 0.0 0.0 0.0 0.0 2.6 2.2 2.7 2.7 2.8 1.9
Total Stops 0 0 0 0 0 17 35 4 81 3 140
Stop/Veh 0.00 0.00 0.00 0.00 0.00 1.00 0.83 1.00 0.99 1.00 0.70
Travel Dist (mi)0.1 0.1 0.8 0.8 1.6 1.0 2.3 0.2 4.3 0.2 11.3
Travel Time (hr)0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.3 0.0 0.7
Avg Speed (mph)17 26 18 30 25 16 17 15 15 15 17
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.3
Fuel Eff. (mpg)35.5 18.1 48.9 33.6 42.4 50.7 48.4 34.3 39.8 37.5 41.7
HC Emissions (g)0 0 0 0 0 0 0 0 1 0 1
CO Emissions (g)0 4 5 4 4 1 5 1 20 1 46
NOx Emissions (g)0 0 0 0 0 0 1 0 2 0 4
Vehicles Entered 2 4 25 7 15 17 41 4 82 3 200
Vehicles Exited 2 4 25 7 15 17 41 4 81 3 199
Hourly Exit Rate 2 4 27 8 16 19 45 4 88 3 217
Input Volume 2 3 28 8 15 18 46 6 91 6 223
% of Volume 96 133 96 98 107 104 98 75 97 56 97
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3508
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Total Zone Performance
Denied Delay (hr)0.2
Denied Del/Veh (s)0.4
Total Delay (hr)5.5
Total Del/Veh (s)261.8
Stop Delay (hr)1.3
Stop Del/Veh (s)62.9
Total Stops 820
Stop/Veh 10.93
Travel Dist (mi)1773.5
Travel Time (hr)43.4
Avg Speed (mph)41
Fuel Used (gal)56.1
Fuel Eff. (mpg)31.6
HC Emissions (g)752
CO Emissions (g)31646
NOx Emissions (g)3175
Vehicles Entered 1682
Vehicles Exited 35
Hourly Exit Rate 38
Input Volume 5470
% of Volume 1
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1468
Occupancy (veh)47
Queuing and Blocking Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 219 74 74
Average Queue (ft) 54 17 20
95th Queue (ft)165 53 51
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)27 46 41
Average Queue (ft)4 16 15
95th Queue (ft)18 37 35
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)19 26 40 38 38
Average Queue (ft)1 2 10 4 11
95th Queue (ft)9 14 28 20 27
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)4 1
Queuing Penalty (veh)0 0
Queuing and Blocking Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)58 42 25 5
Average Queue (ft)28 15 2 0
95th Queue (ft)50 36 17 4
Link Distance (ft)2777 444 2602 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%) 0
Queuing Penalty (veh)0
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)60 31
Average Queue (ft)24 3
95th Queue (ft)47 17
Link Distance (ft)2777 435
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)70 16
Average Queue (ft)31 1
95th Queue (ft)59 10
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_BUILD_Yield_WithCarl_AM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)64 16
Average Queue (ft)32 1
95th Queue (ft)53 7
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)23
Average Queue (ft)11
95th Queue (ft)28
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement NB SB
Directions Served LTR LTR
Maximum Queue (ft)64 60
Average Queue (ft)29 25
95th Queue (ft)54 44
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
100: CR 53 (Sunset Ave) & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.2
Total Delay (hr)1.4 0.2 0.1 1.8 0.2 0.0 0.0 3.8
Total Del/Veh (s)11.0 7.0 8.1 12.9 3.5 0.5 3.4 10.1
Stop Delay (hr)0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.3
Stop Del/Veh (s)0.3 0.4 1.2 1.5 1.1 0.0 1.0 0.9
Total Stops 26 10 10 116 45 0 12 219
Stop/Veh 0.06 0.08 0.19 0.23 0.29 0.00 0.27 0.16
Travel Dist (mi)212.5 60.3 24.8 239.4 20.5 0.2 5.7 563.3
Travel Time (hr)5.3 1.5 0.6 6.3 0.7 0.0 0.2 14.7
Avg Speed (mph)40 40 39 38 28 46 28 39
Fuel Used (gal)5.1 1.4 0.6 5.6 0.4 0.0 0.1 13.2
Fuel Eff. (mpg)41.7 41.9 43.5 43.1 51.7 34.8 50.0 42.7
HC Emissions (g)81 20 5 74 4 0 2 186
CO Emissions (g)2545 682 164 2043 133 2 53 5622
NOx Emissions (g)317 82 27 325 13 0 5 770
Vehicles Entered 441 125 52 502 157 3 43 1323
Vehicles Exited 440 124 52 503 156 3 44 1322
Hourly Exit Rate 440 124 52 503 156 3 44 1322
Input Volume 442 126 55 514 163 2 43 1345
% of Volume 99 99 95 98 96 133 103 98
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)394
Occupancy (veh) 5 2 1 6 1 0 0 15
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
102: North Access & CSAH 14 (Main St) Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 4.1 0.1 0.1
Total Delay (hr)0.2 0.0 0.0 0.3 0.1 0.0 0.7
Total Del/Veh (s)1.5 0.8 3.9 2.3 11.9 3.3 2.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.1 0.1 1.7 0.0 10.3 3.7 0.4
Total Stops 1 0 11 0 23 20 55
Stop/Veh 0.00 0.00 0.39 0.00 1.00 1.00 0.05
Travel Dist (mi)223.1 17.5 14.0 263.9 1.6 1.4 521.4
Travel Time (hr)5.3 0.4 0.3 5.3 0.2 0.1 11.6
Avg Speed (mph)42 40 43 50 11 17 45
Fuel Used (gal)9.9 0.7 0.4 7.9 0.1 0.0 19.0
Fuel Eff. (mpg)22.5 24.5 34.7 33.4 28.6 42.3 27.4
HC Emissions (g)181 14 10 116 0 0 320
CO Emissions (g)8663 644 273 3711 13 4 13307
NOx Emissions (g)624 46 35 538 1 0 1245
Vehicles Entered 448 35 28 528 23 20 1082
Vehicles Exited 448 35 28 530 23 20 1084
Hourly Exit Rate 448 35 28 530 23 20 1084
Input Volume 450 35 29 543 25 19 1101
% of Volume 100 99 97 98 92 107 98
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1016
Occupancy (veh) 5 0 0 5 0 0 12
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.1 0.5 0.4 2.6 0.0 0.0 0.0 0.1 0.1 0.1
Total Delay (hr)0.0 0.3 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)3.5 2.4 1.2 2.6 1.7 0.8 10.4 7.7 3.3 9.9 12.1 3.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)1.6 0.1 0.0 1.2 0.0 0.0 9.0 4.3 3.5 9.4 6.6 3.6
Total Stops 7 2 0 3 1 0 35 9 15 3 7 9
Stop/Veh 0.44 0.00 0.00 0.33 0.00 0.00 1.00 0.47 0.94 1.00 1.00 1.00
Travel Dist (mi)7.4 211.7 14.7 3.6 214.0 1.7 17.8 7.1 7.5 0.6 1.4 1.8
Travel Time (hr)0.2 4.2 0.3 0.1 4.2 0.0 0.5 0.2 0.2 0.0 0.1 0.1
Avg Speed (mph)44 50 48 44 51 49 35 38 40 26 27 33
Fuel Used (gal)0.2 6.1 0.4 0.1 6.3 0.0 0.5 0.2 0.2 0.0 0.0 0.0
Fuel Eff. (mpg)37.9 34.5 38.9 38.7 33.8 39.0 34.6 32.9 37.5 39.4 47.1 44.3
HC Emissions (g)1 100 11 1 102 0 8 1 1 0 0 0
CO Emissions (g)52 2929 258 29 3368 14 270 90 59 4 9 9
NOx Emissions (g)8 446 41 4 444 2 33 9 8 1 1 2
Vehicles Entered 15 426 30 9 511 4 35 18 15 3 7 9
Vehicles Exited 15 426 30 8 512 4 35 18 16 3 7 9
Hourly Exit Rate 15 426 30 8 512 4 35 18 16 3 7 9
Input Volume 16 428 28 9 523 5 36 19 15 4 5 11
% of Volume 95 100 107 86 98 76 97 94 108 75 133 80
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 0 4 0 0 4 0 1 0 0 0 0 0
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
105: 4th Ave & CSAH 14 (Main St) Performance by movement
Movement All
Denied Delay (hr)0.1
Denied Del/Veh (s)0.2
Total Delay (hr)0.8
Total Del/Veh (s)2.5
Stop Delay (hr)0.2
Stop Del/Veh (s)0.6
Total Stops 91
Stop/Veh 0.08
Travel Dist (mi)489.3
Travel Time (hr)10.0
Avg Speed (mph)49
Fuel Used (gal)14.2
Fuel Eff. (mpg)34.5
HC Emissions (g)227
CO Emissions (g)7092
NOx Emissions (g)999
Vehicles Entered 1082
Vehicles Exited 1083
Hourly Exit Rate 1083
Input Volume 1100
% of Volume 98
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1599
Occupancy (veh)10
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
110: 4th Ave & Carl St/Sherwood Ln Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.2 2.2 0.0 0.0 0.3
Total Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.7 2.9 3.0 5.7 6.8 2.1 1.9 2.2 0.9 1.2 1.5 2.2
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)3.5 1.4 2.5 4.1 3.4 2.4 0.1 0.0 0.0 0.2 0.1 0.8
Total Stops 1 4 68 6 5 4 5 0 0 1 0 94
Stop/Veh 1.00 0.44 0.97 1.00 1.00 1.00 0.05 0.00 0.00 0.08 0.00 0.28
Travel Dist (mi)0.4 3.4 36.9 0.5 0.4 0.3 52.3 31.3 13.6 5.6 17.5 162.4
Travel Time (hr)0.0 0.1 1.4 0.0 0.0 0.0 1.2 0.7 0.3 0.1 0.4 4.4
Avg Speed (mph)26 26 26 17 18 19 43 46 44 41 44 37
Fuel Used (gal)0.0 0.1 1.2 0.0 0.0 0.0 1.4 0.9 0.4 0.2 0.7 4.8
Fuel Eff. (mpg)37.3 30.2 32.0 40.0 41.9 43.2 38.6 35.5 38.2 26.1 24.9 33.7
HC Emissions (g)0 1 7 0 0 0 14 11 2 2 19 54
CO Emissions (g)3 25 217 1 2 1 500 375 104 141 667 2035
NOx Emissions (g)0 2 21 0 0 0 70 52 14 9 60 229
Vehicles Entered 1 9 70 6 5 4 106 63 27 12 36 339
Vehicles Exited 1 9 68 6 5 4 106 64 28 11 36 338
Hourly Exit Rate 1 9 68 6 5 4 106 64 28 11 36 338
Input Volume 2 6 73 7 6 3 102 65 25 10 34 334
% of Volume 50 138 93 83 80 133 104 98 112 107 105 101
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)3143
Occupancy (veh) 0 0 1 0 0 0 1 1 0 0 0 4
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
112: Century Tr & Carl St Performance by movement
Movement WBL WBT WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.6 0.4 3.9 0.2 0.1 2.0 0.4 2.0
Stop Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)3.7 0.0 2.7 0.0 0.0 0.2 0.0 1.0
Total Stops 11 0 87 0 0 4 0 102
Stop/Veh 1.00 0.00 0.99 0.00 0.00 0.06 0.00 0.34
Travel Dist (mi)5.9 3.7 46.8 4.8 1.1 5.8 3.3 71.4
Travel Time (hr)0.2 0.1 1.8 0.2 0.0 0.3 0.1 2.7
Avg Speed (mph)26 28 26 29 23 22 29 26
Fuel Used (gal)0.2 0.1 1.4 0.1 0.0 0.1 0.1 2.2
Fuel Eff. (mpg)32.8 27.6 32.5 35.0 49.2 39.8 36.3 33.2
HC Emissions (g)1 1 13 2 0 1 1 18
CO Emissions (g)36 35 354 33 2 18 17 494
NOx Emissions (g)3 3 39 5 0 3 2 55
Vehicles Entered 11 13 87 67 13 67 38 296
Vehicles Exited 11 14 87 66 13 66 38 295
Hourly Exit Rate 11 14 87 66 13 66 38 295
Input Volume 9 12 87 72 15 66 37 298
% of Volume 119 122 100 92 88 100 102 99
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh)1378
Occupancy (veh) 0 0 2 0 0 0 0 3
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
115: CR 53 (Sunset Ave) & Century Tr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.0 0.0 0.4 2.9 0.0 0.0 0.5
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.3
Total Del/Veh (s)6.5 3.6 1.1 0.6 1.5 0.9 1.4
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.8 3.7 0.0 0.0 0.9 0.1 0.4
Total Stops 37 19 0 0 3 0 59
Stop/Veh 1.00 1.00 0.00 0.00 0.30 0.00 0.09
Travel Dist (mi)3.8 2.0 126.3 26.4 3.3 66.9 228.7
Travel Time (hr)0.2 0.1 2.5 0.6 0.1 1.4 4.8
Avg Speed (mph)18 19 52 47 41 49 48
Fuel Used (gal)0.1 0.0 3.8 0.7 0.1 2.4 7.2
Fuel Eff. (mpg)42.4 41.6 33.0 37.2 29.4 28.1 31.9
HC Emissions (g)0 0 59 14 1 35 109
CO Emissions (g)8 3 2115 445 66 1583 4221
NOx Emissions (g)1 1 261 51 5 147 466
Vehicles Entered 37 19 329 69 10 210 674
Vehicles Exited 37 19 328 69 10 212 675
Hourly Exit Rate 37 19 328 69 10 212 675
Input Volume 37 16 333 73 14 215 688
% of Volume 99 121 98 95 73 99 98
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1352
Occupancy (veh) 0 0 2 1 0 1 5
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
120: CR 53 (Sunset Ave) & Robinson Dr Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.0 0.2
Total Del/Veh (s)6.0 3.8 0.9 0.5 1.0 0.4 1.2
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)4.1 3.6 0.0 0.0 0.6 0.0 0.5
Total Stops 55 5 0 0 8 0 68
Stop/Veh 1.00 1.00 0.00 0.00 0.22 0.00 0.12
Travel Dist (mi)5.4 0.5 79.9 27.6 5.1 19.8 138.3
Travel Time (hr)0.3 0.0 1.6 0.6 0.1 0.4 3.0
Avg Speed (mph)18 19 51 46 36 52 46
Fuel Used (gal)0.2 0.0 2.5 0.7 0.1 0.8 4.3
Fuel Eff. (mpg)35.7 39.9 32.0 38.0 37.5 26.1 32.3
HC Emissions (g)1 0 31 17 2 12 63
CO Emissions (g)38 2 1295 492 103 632 2563
NOx Emissions (g)3 0 153 62 6 42 266
Vehicles Entered 54 5 265 82 36 140 582
Vehicles Exited 55 5 265 82 36 140 583
Hourly Exit Rate 55 5 265 82 36 140 583
Input Volume 63 7 271 78 38 142 600
% of Volume 87 69 98 105 94 98 97
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh)1994
Occupancy (veh) 0 0 2 1 0 0 3
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
122: CR 53 (Sunset Ave) & West Access Performance by movement
Movement WBR NBT NBR SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0
Total Delay (hr)0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)2.4 0.5 0.0 0.4 0.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)2.7 0.0 0.0 0.1 0.1
Total Stops 14 0 0 0 14
Stop/Veh 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi)1.4 26.9 3.3 26.2 57.8
Travel Time (hr)0.1 0.5 0.1 0.9 1.5
Avg Speed (mph)20 51 42 31 38
Fuel Used (gal)0.0 0.8 0.1 2.0 2.9
Fuel Eff. (mpg)41.8 34.0 53.5 13.1 20.1
HC Emissions (g)0 11 1 33 44
CO Emissions (g)3 413 26 2185 2627
NOx Emissions (g)0 50 3 98 152
Vehicles Entered 14 190 23 176 403
Vehicles Exited 14 190 23 177 404
Hourly Exit Rate 14 190 23 177 404
Input Volume 15 194 25 181 415
% of Volume 95 98 92 98 97
Denied Entry Before 0 0 0 0 0
Denied Entry After 0 0 0 0 0
Density (ft/veh)2168
Occupancy (veh) 0 1 0 1 2
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
125: Century Tr & Robinson Dr Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT SBL SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.2 0.1 0.3 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.0 0.3
Total Del/Veh (s)2.2 0.4 0.1 0.2 0.0 4.9 5.5 4.9 6.3 2.6 4.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.2
Stop Del/Veh (s)0.5 0.0 0.0 0.0 0.0 2.8 2.4 2.9 2.7 2.2 2.1
Total Stops 1 0 0 0 0 23 95 17 67 6 209
Stop/Veh 0.25 0.00 0.00 0.00 0.00 1.00 0.88 1.00 1.00 1.00 0.76
Travel Dist (mi)0.1 0.2 0.9 0.6 1.1 1.4 6.0 0.9 3.6 0.3 15.2
Travel Time (hr)0.0 0.0 0.1 0.0 0.0 0.1 0.4 0.1 0.2 0.0 0.9
Avg Speed (mph)16 27 18 29 25 16 16 15 15 16 17
Fuel Used (gal)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.4
Fuel Eff. (mpg)33.9 18.3 47.7 32.7 45.0 50.6 49.3 39.6 39.4 33.8 43.3
HC Emissions (g)0 0 0 0 0 0 1 0 0 0 2
CO Emissions (g)1 8 5 2 2 2 17 4 17 2 60
NOx Emissions (g)0 0 0 0 0 0 2 0 2 0 6
Vehicles Entered 4 7 28 5 10 23 108 17 67 6 275
Vehicles Exited 4 7 28 5 10 23 108 17 67 6 275
Hourly Exit Rate 4 7 28 5 10 23 108 17 67 6 275
Input Volume 5 8 28 6 10 30 106 17 67 5 283
% of Volume 76 85 100 80 98 77 102 101 100 114 97
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)2747
Occupancy (veh) 0 0 0 0 0 0 0 0 0 0 1
SimTraffic Performance Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Total Zone Performance
Denied Delay (hr)0.3
Denied Del/Veh (s)0.5
Total Delay (hr)6.4
Total Del/Veh (s)132.5
Stop Delay (hr)1.1
Stop Del/Veh (s)23.0
Total Stops 911
Stop/Veh 5.24
Travel Dist (mi)2247.8
Travel Time (hr)53.8
Avg Speed (mph)42
Fuel Used (gal)68.0
Fuel Eff. (mpg)33.0
HC Emissions (g)1023
CO Emissions (g)38021
NOx Emissions (g)4188
Vehicles Entered 2029
Vehicles Exited 126
Hourly Exit Rate 126
Input Volume 6164
% of Volume 2
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)1295
Occupancy (veh)53
Queuing and Blocking Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 100: CR 53 (Sunset Ave) & CSAH 14 (Main St)
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 133 145 69
Average Queue (ft) 25 50 28
95th Queue (ft)81 108 58
Link Distance (ft)2544 2456 638
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 102: North Access & CSAH 14 (Main St)
Movement WB NB NB
Directions Served L L R
Maximum Queue (ft)36 42 24
Average Queue (ft)8 12 9
95th Queue (ft)28 34 25
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 105: 4th Ave & CSAH 14 (Main St)
Movement EB WB NB NB SB
Directions Served LT LT LT R LTR
Maximum Queue (ft)53 36 59 39 28
Average Queue (ft)6 3 19 8 8
95th Queue (ft)30 17 43 29 23
Link Distance (ft)2569 2199 2608 1087
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)25
Storage Blk Time (%)10 1
Queuing Penalty (veh)2 1
Queuing and Blocking Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 110: 4th Ave & Carl St/Sherwood Ln
Movement EB WB NB SB
Directions Served LTR LTR LT LT
Maximum Queue (ft)51 23 34 14
Average Queue (ft)24 9 4 1
95th Queue (ft)43 27 21 6
Link Distance (ft)2777 444 2602 2608
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%) 0
Queuing Penalty (veh)0
Intersection: 112: Century Tr & Carl St
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)60 35
Average Queue (ft)33 4
95th Queue (ft)56 22
Link Distance (ft)2777 435
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 115: CR 53 (Sunset Ave) & Century Tr
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)63 25
Average Queue (ft)23 2
95th Queue (ft)45 13
Link Distance (ft)528 1723
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2040_BUILD_Yield_WithCarl_PM
SimTraffic Report
Average of 5 Runs S:\2021\210180\TRAFFIC ANALYSIS\SYNCHRO\BUILD RIRO\BUILD RIRO_With Carl St.syn
Intersection: 120: CR 53 (Sunset Ave) & Robinson Dr
Movement WB SB
Directions Served LR L
Maximum Queue (ft)43 31
Average Queue (ft)22 6
95th Queue (ft)41 25
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 122: CR 53 (Sunset Ave) & West Access
Movement WB
Directions Served R
Maximum Queue (ft)22
Average Queue (ft)7
95th Queue (ft)24
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 125: Century Tr & Robinson Dr
Movement EB NB SB
Directions Served LTR LTR LTR
Maximum Queue (ft)17 67 60
Average Queue (ft)1 39 25
95th Queue (ft)8 61 43
Link Distance (ft)256
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2
1
ENVIRONMENTAL BOARD
AGENDA ITEM 6B
STAFF ORIGINATOR: Andy Nelson, Environmental Coordinator
MEETING DATE: July 27th, 2022 REQUEST: Belland Farms 2nd Addition Preliminary Plat and Site Plan and Conditional Use Permit for New
Horizons Academy
APPLICANT: Rehbein Properties Attn: Matt Rehbein 7625 24th Avenue North
Hugo, MN 55038
New Horizons Academy Attn: Ms. Heidi Pross 3405 Anapolis Lane, Suite 100
Plymouth, MN 55447
OWNER: Rehbein Properties Attn: Matt Rehbein
7625 24th Avenue North
Hugo, MN 55038
BACKGROUND
Two (2) separate Land Use Applications were submitted. The first applicant, Rehbein
Properties, submitted Belland Farms 2nd Addition Preliminary Plat to create one commercial lot. The second applicant, New Horizons Academy, submitted a Conditional Use Permit and Site Plan Review for New Horizons Academy, a children’s daycare facility, to be located on Lot 1, Block 1 of the Belland Farms 2nd Addition Preliminary
Plat.
The proposed New Horizons Academy project includes an extension of Rosemary Way to the west to prepare access for future development. A 0.0547 acre wetland will be impacted by the road extension. This wetland impact was mitigated for with the purchase
of wetland bank credits in November of 2021.
This staff report is based on a review of the following documents:
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• Belland Farms 2nd Addition Preliminary Plat prepared by E.G. Rud and Sons, Inc., dated 7-08-22
• New Horizons Academy Plan Set prepared by Contour Civil Design, dated 7-11-
22.
• Photometric Plan prepared by On-site Lighting and Survey, LLC., dated 7-11-22
• Landscape Plan prepared by Carmen Simonet Design, LLC., dated 7-11-22
• Site Details Sheet prepared by Rylaur, LLC., dated 7-11-22
• Stormwater Management Report prepared by Contour Civil Design, LLC., dated 7-11-22
ANALYSIS General Site Characteristics The applicant is proposing to develop the approximately 1.57 acre property that is just northwest of the intersection of Main Street and Otter Lake Road, and north of the Associated Eye Care building in Belland Farms 1st Addition. Currently, the site is used for agriculture.
The proposed project includes a single-story, 12,027 square foot children’s daycare building, two outdoor play areas, and 61 parking stalls. The facility will serve up to 176 children and 25 staff. A stormwater pond will be constructed to the northwest of the proposed project.
Additionally, the proposed project includes an extension of Rosemary Way to the west. The road extension will provide access for future development. Ultimately, Rosemary Way will connect to Otter Lake Road, which will provide connectivity for existing and future commercial properties to the west.
Land Cover Pre-settlement land cover (Marschner) was Big Woods, which included oaks, maples,
basswood, and hickory.
Current land cover (Minnesota Land Cover Classification System) on the site includes cropland on upland soils.
Rare, Unique, or Significant Resources
Blanding’s turtle (Emydoidea blandingii) has been observed within a one-mile radius of the site. The DNR flyer and fact sheet on this turtle must be provided to all contractors
3
working on the site. Sightings must be reported to city staff so that the turtles can be
safely relocated.
Additional measures that may minimize impact to this species include: installation of native plants near the stormwater pond area, use of category 20 natural net erosion blanket, and utilizing surmountable curb where feasible.
Soils The Natural Resource Conservation Service Web Soil Survey notes the following soil types on the project site:
Dundas loam, which is poorly drained, hydric, and in hydrologic group B/D. Group B is has moderately low runoff potential when thoroughly wet. Group D has high runoff potential when thoroughly wet.
Hayden fine sandy loam on 2-6% slopes, which is a non-hydric, hydrologic group B soil,
well-drained with moderate permeability and rapid runoff. Per the Stormwater Management Report, in June of 2021, Braun Intertec drilled eight soil borings to characterize onsite soils. The borings show a soil profile generally consisting
of one to four feet of topsoil atop variable depths of clayey sand atop sandy lean clay.
Groundwater was observed in three of the borings, corresponding to groundwater elevations at end of drilling of 912.8, 912.1, and 906.7. Based on the near surface clayey sands, the soils generally fall within the the Hydrologic Soil Group C.
Stormwater infiltration is not feasible for this site due to the high clay content of the soil.
Stormwater Management A stormwater management plan has been submitted and is being reviewed by the City
Engineer. The following summary review is based upon the Stormwater Management Report. Existing Conditions
Per the Stormwater Management Report, the site has a generally flat topography, with elevations ranging from 920 to 916. Stormwater from the site either drains south to Rosemary Way and ultimately to Clearwater Creek or northwest to an existing wetland located about 170 feet northwest of the parcel, which ultimately drains to Anoka County
Ditch 55.
There is currently no impervious surface on the site. Proposed Conditions
4
The proposed conditions include creation of 1.267 acres of impervious surface. The
allowed impervious surface coverage in the GB, General Business District is 75%. The proposed impervious surface coverage is 63%. The proposed post-development impervious surface coverage meets ordinance requirements.
Stormwater will be routed through stormwater pipes to a new stormwater pond to be
constructed northwest of the daycare facility. After treatment, the stormwater will discharge to the wetland in the northwest. The runoff rate to the east under the proposed conditions will slightly increase for the 2-
and 100-year storm events. Runoff rate to the north wetland will decrease for all storm
events modelled. The modelling also predicts that the runoff volume to the north wetland is expected to increase for the 2-year storm event. Because runoff volume to Anoka County Ditch 55
must show no increase for a 2-year storm event under Rice Creek Watershed District
rules, an irrigation reuse system is proposed which will provide volume reduction by pumping from Pond 100 to irrigate land north of the development site. Stormwater Pollution Prevention
The Erosion Control Plan calls for inlet protections, a rock construction exit, riprap for energy dissipation at an outfall to the stormwater pond, a concrete washout area (location not yet specified), silt fence for perimeter control, and redundant perimeter control in proximity to wetlands north and northwest of the site. Erosion control blanket for
stabilization around the stormwater pond is Category 20, a natural netting variety which
conforms to city specifications. Perimeter control is not currently shown for the west perimeter of the building site and must be added and shown on the erosion control plan.
Being that this site will drain to impaired waters, Clearwater Creek and Peltier Lake, stabilization of exposed soil areas must occur within 7 days after the construction activity in that area permanently ceases. This is noted in the SWPPP narrative.
Flood Plain
Site does not fall within the flood management zone. Wetlands
There are two wetlands in proximity to the building project site: a 0.08 acre wetland just north of the site and a 2.4 acre wetland northwest of the site.
5
No wetland impacts are proposed with development of the New Horizons Academy
facility.
There is also a 0.0547 acre wetland that will be impacted by the extension of Rosemary Way. This wetland impact was mitigated for through the purchase of wetland bank credits in November of 2021.
Alternative Urban Areawide Review (AUAR) Considerations The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in May 2020. The AUAR identified this site as commercial in the
land use scenarios. No further environmental assessment is required.
Drinking Water Protection The site is within the Drinking Water Supply Management Area (DWSMA) and is
moderately vulnerable.
The site will be connected to City water and sewer. Also, storm water will not be infiltrating prior to treatment in the stormwater basin.
LANDSCAPE PLAN
Tree Preservation and Mitigation Standards The purpose of these standards is to protect valuable trees and stands of vegetation while
not interfering with landowners’ reasonable use and development of property. The goal
is to minimize unnecessary loss of habitat, biodiversity, and forest resources and to replace removed trees in areas where tree cover is most critical. A tree survey will not be required for this site, because there are no trees over 6 inch
DBH to survey. Preservation and mitigation standards are met.
Open Areas Landscape Standards The purpose of these standards is to provide general site beautification and high aesthetic
quality with a mix of plant materials in open areas. Open area landscape standards call
for 1 large tree and 3 large shrubs per 2000 sq. ft. Required for 23,600 square feet of open space: 12 large trees 35 large shrubs
Provided: 9 large trees
93 large shrubs
6
3 additional large trees will be required to meet the open space standard. Replacing some
of the large shrubs on the north and west perimeter with trees would be an easy way to
meet the standard. Note that there will be additional open space plantings required for the open space area around the stormwater pond. A landscape plan for this area shall be submitted.
Buffer and Screen Standards The purpose of this requirement is to separate and buffer different land use types, screen
roads and parking, and screen utility and loading areas. Continuous, year-round planting
screens require, at the minimum, a double row of plants with triangulated spacing. In addition to the buffer and screen standards in the zoning ordinance, the General Business conditional use permit criteria requires all shared property lines to be screened.
The Landscape Plan calls for a 5-foot high black picket fence on the west, north, and east perimeters, with landscape plants to provide additional screening and aesthetic value. The east perimeter, because it is adjacent to a less intense land use (residential), must
have a 6-foot continuous planting screen that blocks visibility completely. This could be
accomplished with a different fence material for this perimeter or additional plants that will provide continuous, year-round screening. Buffer and screen standards have not been met for the east perimeter between the north
property line and northern edge of the parking lot.
Canopy Cover Canopy cover standards call for a minimum of 40% canopy coverage. Canopy coverage
values are calculated per tree based on the anticipated size 15 years after planting, and the
distance to hardscape edge from the planting location. Vehicular hardscape planned: 22,701 sq. ft. Canopy cover requirement: 9,080 sq. ft.
Canopy cover provided: 9,200 sq. ft.
Canopy cover requirements have been met. Foundation Landscaping
The purpose of these standards is to soften and enhance building architecture, define access points, add color and seasonal interest, and to blend buildings in with the natural environment. These standards apply to building fronts and sides facing public or private streets.
7
2 large trees and 6 large shrubs are required per 100 linear feet of building. These plants
should be within 30 feet of the building. The following substitutions are allowable: 1 large tree = 1.5 medium or 2 small trees
1 large shrub = 1.5 medium or 3 small shrubs
The applicable building faces for this project include the south (front) and east building faces.
Building Face Required: Provided
South (approximately 140 ft.) 3 large trees 2 large trees 2 small trees (eq. to 1 large tree) 8 large shrubs 22 medium shrubs
(eq. to 14 large shrubs)
East face/Front (approximately 100 ft.) 2 large trees 3 large trees 6 large shrubs 17 medium shrubs (eq. to 11 large shrubs)
4 large shrubs
Typically, the foundation plant materials must be planted within 30 feet of the building face where the requirement applies. The ordinance does allow for flexible planting locations where service areas or other constraints make the standards difficult to meet. In
this case, due to the layout of the infant and toddler play areas, it is reasonable to allow
the plantings to be outside of these areas and farther from the building. The foundation landscape requirements have been met.
Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed
may be provided in lieu of sod in certain cases, including when the area is adjacent to
natural areas or wetlands. The details note temporary stabilization will be achieved with Mn DOT 21-111, an oat cover crop. The landscape plan calls for Mn DOT 25-131, low-maintenance turf grass, in
a 10 foot strip north and west of the access driveway. The rest of the disturbed areas on
the project site will be sodded.
8
A landscape plan for Pond 100 must be submitted that includes a native seed mix suitable
for stormwater ponds. The city native plant establishment requirements will apply to the
native seeded area. Lighting
The purpose of the lighting requirements in the Zoning Code is to reduce light pollution, promote energy conservation, and increase night time safety, utility, security, and productivity. Lighting is reviewed by the City Planner.
Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way
or 0.4 foot candle onto adjacent property. Light fixtures are down lit and cutoff as required by city code. Recycling
Applicant is planning to construct an enclosure for trash. Staff recommends verifying that the enclosure is properly sized to also accommodate a recycling dumpster.
RECOMMENDATIONS
Staff recommends that the Preliminary Plat for Belland Farms 2nd Addition and Site Plan Review and Conditional Use Permit for New Horizons Academy be forwarded to the Planning and Zoning Board and City Council with the following comments:
1. Blanding’s turtle (Emydoidea blandingii) has been observed within a mile of the site. The MN DNR flyer and fact sheet must be distributed to all contractors working on the site. Any sightings of this species must be reported to city staff
immediately so the turtle can be safely relocated.
2. A surmountable curb section should be added on the north perimeter of the driveway access lane for wildlife access.
9
3. Perimeter control must be added for the west perimeter of the site and shown on
the erosion control plan.
4. A location for the concrete washout area shall be specified on the erosion control plan.
5. Consider using the stormwater reuse irrigation system on the site landscaping.
6. Verify that there is enough space in the trash enclosure for both a trash and a recycling dumpster. If there is not space to accommodate both, consider expanding the size of the trash enclosure.
7. The buffer and screen on the east perimeter between the north property line and the north edge of the parking lot must be provide a 6-foot high continuous, year round screen that completely blocks visibility. This could be accomplished with conifers or a different fence material for the east perimeter.
8. Maintain a 5-foot radius around each tree free of shrubs to prevent competition
with new trees and avoid poor performance/mortality of species requiring full sun. The shrubs will not have to be replaced elsewhere, except on the east perimeter where a continuous screen will be required as noted in comment #7.
9. Three additional large trees will be required to meet the open space standard.
Replacing some of the large shrubs on the north and west perimeter with trees would be an easy way to meet the standard. 10. A landscape plan for Pond 100 must be submitted that includes stabilization with
a native seed mix suitable for stormwater ponds. The city native plant
establishment requirements will apply to the native seeded area. Open space plantings (trees and shrubs) will also be required for this area.
10
ATTACHMENTS
1. New Horizons Academy Aerial Photo 2. Belland Farms 2nd Addition Preliminary Plat (sheet 2) 3. Belland Farms 2nd Addition Ghost Plat (sheet 5) 4. Grading and Drainage Plan (sheet C4.1)
5. Erosion Control Plan Phase II (sheet C5.2)
6. Landscape Plan (sheet L1) 7. Landscape Notes (sheet L2)
DoraDrFall DrPhelps Rd Otter Lake Rd
14 24th Ave24th AveVictor HugoBlvd N
VictorHugoB
lv
d
NLegend
Address Labels
Parcels
City Mask
July 20, 2022
Map Powered By Datafi
±
1 in = 419 Ft
New Horizons Academy
6+006+80.15
PROPOSEDDAYCAREROSEMARY WAY24TH AVENUE NMAIN STREETEXISTINGMEDICALCLINICRETAILFUTURELOTFUTURELOTFUTURELOTCOFFEE
FUTURELOTOFFICE/RETAILOFFICE/RETAILKnow what'sbelow.before you dig.CallREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINECURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGENDMINNESOTA DEPARTMENT OF TRANSPORTATIONGSID STATION #93822, NAMED 0215 ACELEVATION: 885.07 (NAVD 88)BENCHMARKGHOST PLAT
SHEET 5< SCALE IN FEET >SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 07/11/22 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373
TEL: 612.730.2265 | WWW.CONTOURCD.COM
OWNER REVISIONS
1.
2.
3.
4.
5.
6.
7.
ISSUE DATE: 07/11/22
c:\users\jradach\dropbox\pc\desktop\contour\_jobs\22012 - new horizons lino lakes\cad\22012_ghost.dwg07/08/22
BY: JTR
REHBEIN PROPERTIES
7625 24TH AVENUE N
HUGO, MN 55038BELLAND FARMS
SECOND ADDITION
LINO LAKES, MINNESOTA
912914916918
9
1
8
9189
2
0 9149189209209209169189226+006+80.15
ROSEMARY WAY24TH AVENUE NTIP-OUT CURB(TYP )20.620.2PROPOSED BUILDINGFFE = 923.00.70%END CONSTRUCTIONSTA. 6+64.62ELEV. 922.6250' VERTICAL CURVESTA. 6+00.00PVI EL. 923.080.70%0.70%22.022.02.0%
2.0%2.0%2.0%1.7%0.8%0.6%1.8%4.4%1.5%
1.8%
2.7%
2.2%
1.9%0.8%20.621.020.021.120.920.820.320.420.821.121.921.522.321.819.8T 22.8G 22.3T 22.8G 22.8T 22.8G 22.320.619.519.622.321.519.822.522.521.821.622.022.221.922.222.222.822.822.322.322.922.922.922.822.922.2T 21.5G 21.5T 22.3G 21.820.321.720.321.721.021.020.622.021.622.622.622.222.223.021.020.222.022.022.522.521.2ROCKCONSTRUCTIONENTRANCESILT FENCE(TYP)SILT FENCE(TYP)EXISTING POND 10PNWL = 915.0APPROVED 100 YR HWL = 917.9PROPOSED 100 YR HWL = 918.322.022.622.4916918920922922922922
920
918918920
920922922922
920
918
920922922920922920922922920 918916914912911910908906906908910911912914916916914SILT FENCE(TYP)12.0 11.9TOP BERM @ 916.0(TYP)POND 100PNWL = 912.0100 YR HWL = 914.6REINFORCED SPILLWAY(SEE DETAIL)REDUNDANT SILT FENCEADJACENT TO WETLANDSHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 07/11/22 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373
TEL: 612.730.2265 | WWW.CONTOURCD.COM
OWNER REVISIONS
1.
2.
3.
4.
5.
6.
7.
ISSUE DATE: 07/11/22
c:\users\jradach\dropbox\pc\desktop\contour\_jobs\22012 - new horizons lino lakes\cad\22012_grade.dwg07/09/22
BY: JTR
NEW HORIZONS ACADEMY
3405 ANNAPOLIS LANE NORTH
PLYMOUTH, MN 55447NEW HORIZONS ACADEMY
ROSEMARY WAY & 24TH AVENUE
LINO LAKES, MINNESOTAKnow what'sbelow.before you dig.CallR1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION"AND THE CITY OF LINO LAKES SPECIFICATIONS.2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD).3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM) STANDARD SPECIFICATIONS.1. VEHICLE TRACKING REDUCTION DEVICE, SILT FENCE, AND EXISTING CATCHBASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADINGCONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEENSTABILIZED.2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OFEXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OFDISCREPANCIES OR VARIATIONS FROM THE PLAN.3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENTTOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBEDAREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED.4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYSAFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLYCEASED.5. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE MNDOT CAT.1 EROSIONCONTROL BLANKET AND SEED, OR APPROVED EQUAL.6. STOCKPILES SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING ORINACTIVITY.GRADING NOTESGOVERNING SPECIFICATIONS10' CONTOUR2' CONTOURx00.0x00.0SILT FENCESPOT ELEVATION(CURB ELEVATIONSARE TO GUTTER LINE)920920918918EXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTSTORM CATCH BASINSANITARY SEWERSTORM MANHOLESTORM FLARED END SECTIONOTHER SYMBOLSSEE SURVEYRIPRAPLEGENDWATER MAINUNDERGROUND ELECTRICUNDERGROUND GASUNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICFENCESEE SURVEYSEE SURVEYSEE SURVEYMINNESOTA DEPARTMENT OF TRANSPORTATIONGSID STATION #93822, NAMED 0215 ACELEVATION: 885.07 (NAVD 88)BENCHMARKHYDRANTSEE SURVEYGATE VALVESEE SURVEYGRADING AND DRAINAGE PLAN
C4.1< SCALE IN FEET >WETLAND
912914916918
9
1
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9189
2
0 9149189209209209169189226+006+80.15
ROSEMARY WAY24TH AVENUE NTIP-OUT CURB(TYP )20.620.2PROPOSED BUILDINGFFE = 923.00.70%END CONSTRUCTIONSTA. 6+64.62ELEV. 922.6250' VERTICAL CURVESTA. 6+00.00PVI EL. 923.080.70%0.70%22.022.02.0%
2.0%2.0%2.0%1.7%0.8%0.6%1.8%4.4%1.5%
1.8%
2.7%
2.2%
1.9%0.8%20.621.020.021.120.920.820.320.420.821.121.921.522.321.819.8T 22.8G 22.3T 22.8G 22.8T 22.8G 22.320.619.519.622.321.519.822.522.521.821.622.022.221.922.222.222.822.822.322.322.922.922.922.822.922.2T 21.5G 21.5T 22.3G 21.820.321.720.321.721.021.020.622.021.622.622.622.222.223.021.020.222.022.022.522.521.2ROCKCONSTRUCTIONENTRANCESILT FENCE(TYP)SILT FENCE(TYP)EXISTING POND 10PNWL = 915.0APPROVED 100 YR HWL = 917.9PROPOSED 100 YR HWL = 918.322.022.622.4916918920922922922922
920
918918920
920922922922
920
918
920922922920922920922922920 918916914912911910908906906908910911912914916916914SILT FENCE(TYP)12.0 11.9TOP BERM @ 916.0(TYP)POND 100PNWL = 912.0100 YR HWL = 914.6REINFORCED SPILLWAY(SEE DETAIL)REDUNDANT SILT FENCEADJACENT TO WETLANDSHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 07/11/22 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373
TEL: 612.730.2265 | WWW.CONTOURCD.COM
OWNER REVISIONS
1.
2.
3.
4.
5.
6.
7.
ISSUE DATE: 07/11/22
c:\users\jradach\dropbox\pc\desktop\contour\_jobs\22012 - new horizons lino lakes\cad\22012_swppp.dwg07/11/22
BY: JTR
NEW HORIZONS ACADEMY
3405 ANNAPOLIS LANE NORTH
PLYMOUTH, MN 55447NEW HORIZONS ACADEMY
ROSEMARY WAY & 24TH AVENUE
LINO LAKES, MINNESOTAKnow what'sbelow.before you dig.CallR10' CONTOUR2' CONTOURx00.0x00.0SILT FENCESPOT ELEVATION(CURB ELEVATIONSARE TO GUTTER LINE)920920918918EXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTSTORM CATCH BASINSANITARY SEWERSTORM MANHOLESTORM FLARED END SECTIONOTHER SYMBOLSSEE SURVEYRIPRAPLEGENDWATER MAINUNDERGROUND ELECTRICUNDERGROUND GASUNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICFENCESEE SURVEYSEE SURVEYSEE SURVEYMINNESOTA DEPARTMENT OF TRANSPORTATIONGSID STATION #93822, NAMED 0215 ACELEVATION: 885.07 (NAVD 88)BENCHMARKHYDRANTSEE SURVEYGATE VALVESEE SURVEYC5.2< SCALE IN FEET >WETLANDEROSION CONTROL PLAN
PHASE II INSTALL MNDOTCATEGORY 20 EROSIONCONTROL BLANKET ANDSEED AFTER PONDCONSTRUCTIONMAINTAIN VEHICLETRACKING PAD. SWEEPSTREET AS NEEDED.MAINTAIN INLETPROTECTION ONEXISTING INLET,TYPMAINTAIN SILT FENCEPERIMETER CONTROLINSTALL AND MAINTAININLET PROTECTIONIMMEDIATELY AFTERCONSTRUCTION, TYPINSTALL RIPRAP ENERGYDISSIPATION ON OUTFALLIMMEDIATELY AFTERCONSTRUCTIONINSTALL RIPRAP ENERGYDISSIPATION ON OUTFALLIMMEDIATELY AFTERCONSTRUCTIONMAINTAIN SILT FENCEPERIMETER CONTROL
>>||||||||||||||||
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||3'
2'
PLANTING BED SOD
12' PLANTING BED
5'
RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127
P: 612.868.3636philger@rylaur.com
PROJECT INFORMATION:
CLIENT INFORMATION:
NEW HORIZON ACADEMY
ROSEMARY WAY & 24th AVE
LINO LAKES, MN
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.PLYMOUTH, MN 55447
2022 RYLAUR, LLCC
Sheet No.:
SHEET TITLE:LANDSCAPE PLAN
Project Architect:
Drawing History/Revisions:
Drawing Date:
07.11.2022
A. PETER HILGER, AIA
L1
Carmen Simonet Design LLC
354 Stonebridge Blvd.St. Paul, MN 55105
(651) 695-0273
carmen@simonetdesign.com
LANDSCAPE ARCHITECT:
July 11, 2022
R O S E M A R Y W A Y 2 4 th A V EBUILDING
TRASHSTORAGE
PRESCHOOL PLAY YARD
TODDLER PLAY YARD
INFANT PLAYYARD
TO9
DL53
NF42
RA52CO5SS42
MONUMENTSIGN
GT6SB52
MA6
VT13
QB5 SP18 TT18
CS20
AF6
HP24
AM22
AB13
JV8
HH50
RP3
CB14
EDGER (TYP.)
AREAS TO SOD. SEE TURF ESTABLISHMENT NOTES, SHEET L2.
KEY
NOTES:
1. SEE SHEET L2 FOR PLANTING DETAILS & LANDSCAPE SPECIFICATIONS.
2. ALL SOD AND PLANTING BEDS TO BE IRRIGATED. SEE COVERAGE PLAN AND IRRIGATIONNOTES SHEET L2.
3. SEEDED AREAS ARE NOT IRRIGATED. CONTRACTOR TO WATER SEEDED AREAS DURINGTHE ESTABLISHMENT PERIOD.
AREAS TO SEED WITH MNDOT 25-131 LOW MAINTENANCE TURF, ANDSTABILIZE WITH EROSION CONTROL BLANKET. SEE TURF
ESTABLISHMENT NOTES, SHEET L2.
SH18
SCALE: 1/8" = 1'-0"
SECTION: PARKING LOT SCREENING
LARGE DECIDUOUS TREE
SOD EASEMENT
PARKING LOT
MEDIUM SHRUBS &PERENNIALS WITHVARYING HTS.4' HT.
2.5' HT.
SCALE: 1/8" = 1'-0"
SECTION: PLAY YARD SCREENING NORTH SIDE
LARGE DECIDUOUS TREE
PLAY YARD
LARGE SHRUBS
6' HT.PICKET FENCE
SEE A002
SCALE: 1/8" = 1'-0"
SECTION: PLAY YARD SCREENING EAST SIDE
PLANTING BED
SOD EASEMENT
LARGE DECIDUOUS TREE
PLAY YARD
LARGE SHRUB
6' HT.PICKET FENCESEE A002
3' HT.
MEDIUM SHRUBS ATTREE TRUNKS.
7.5'
2
3
4
LIGHT POLE (TYP.)
FENCE (TYP.)PROPERTY LINEPROPERTY LINESIDEWALK
PROPERTY LINE
PROPERTY LINE
EASEMENT LINE EASEMENT LINE
||||||>>>>>>3'2'RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:NEW HORIZON ACADEMYROSEMARY WAY & 24th AVELINO LAKES, MNNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N.PLYMOUTH, MN 554472022 RYLAUR, LLCCSheet No.:SHEET TITLE:LANDSCAPEDETAILS & NOTESProject Architect:Drawing History/Revisions:Drawing Date:07.11.2022A. PETER HILGER, AIAL2Carmen Simonet Design LLC354 Stonebridge Blvd.St. Paul, MN 55105(651) 695-0273carmen@simonetdesign.comLANDSCAPE ARCHITECT:July 11, 2022PLANTING ON A SLOPE DETAILNOT TO SCALE2L21L2TREE PLANTING DETAILNOT TO SCALEPLANTING SOILSUBGRADE4" DEPTH MULCHROOT FLARETREE WRAPTREE PERSCHEDULEGUYING7'0"STEELPOSTROOT BALLADJACENT CONDITIONVARIES SEELANDSCAPE PLANSLIGHTLY CROWNBOTTOM OF HOLEPLANTING DETAILSNOTES:1. Remove dead or damaged branches. Retain the natural form ofthe tree. Do not cut the leader.2. Width of planting hole: 18" min. larger than root ball, on all sides.3. Depth of hole: root flare to sit at or up to 2" above the top of thefinished soil elevation. Leave soil undisturbed beneath the rootball.4. Scarify bottom and sides of hole prior to planting.5. Set plant on undisturbed soil or thoroughly compacted plantingsoil.6. Remove top 1/3 of the basket or the top two horizontal ringswhichever is greater. Remove all burlap from top 1/3 of root ball.Remove all twine.7. Remove or correct stem girdling roots or reject plant.8. Slit remaining burlap at 6" intervals.9. Plumb & backfill with planting soil. Thoroughly water in tree within2 hours to settle plants and fill voids.10.Backfill voids and water a second time.11.Place double shredded hardwood mulch within 48 hours of thesecond watering. No mulch to be in contact w/ trunk.12.Contractor is responsible for maintaining trees in a plumb positionthroughout the guarantee period. Stake trees if site conditions,such as soil and wind, prevent the trees from staying plumb. Use16" x 1.5" polypropylene or polyethylene straps, attach to postwith 10 gauge wire. Remove within one year.13.Wrap trunk in fall, remove wrap in spring.14.Refer to plan and specs. for additional information.NOTES:1. Dig shrub hole 12" min. larger than container size, all sides.2. Scarify bottom and sides of hole prior to planting.3. Remove dead or damaged branches. Retain the natural formof the shrub.4. Hand loosen roots of containerized material. Score outside ofsoil mass and redirect roots to prevent circling fibrous roots.5. Set shrub on undisturbed soil or on thoroughly compactedplanting soil. Install plant so the top of the root flare is at or upto 2" above the finished grade.6. Plumb and backfill with planting soil. Thoroughly water in shrubprior to placing mulch.7. Place double shredded hardwood mulch. Do not place anymulch on vegetation or in contact with trunk/stems.8. Refer to plan and specs. for additional information.NOTES:1. Plant into prepared planting bed.2. Score outside of soil mass and redirect roots toprevent circling fibrous roots. Plant at same depth asin container.3. Place double shredded hardwood mulch overperennial bed. Do not place any mulch on vegetation.4. Thoroughly water in plants.5. Refer to plan and specs. for additional information.2-3" DEPTHMULCHPLANT PERSCHEDULE6" DEPTHPLANTING SOILSUBGRADE3L2SHRUB PLANTING DETAILNOT TO SCALE4L2PERENNIAL PLANTING DETAILNOT TO SCALE4" DEPTH MULCHSHRUB PERSCHEDULEPLANTINGSOILSUBGRADESLIGHTLY CROWNBOTTOM OF HOLEROOT BALLLANDSCAPE SPECIFICATIONSTREES, SHRUBS, AND PERENNIALS1. REFERENCESA. Mn/DOT - Minnesota Department of Transportation, Standard Specifications forConstruction, 2020 Edition.B. American Standard for Nursery Stock, ANSI Z60.1-2014.C. ASTM, American Society for Testing and Materials.2. QUALITY ASSURANCEA. Work shall be performed by a landscape contractor with extensive horticultureknowledge, and a min. of 3 years experience.B. Handle plants in such a way as to protect from damage either physical or byexposure to sun and wind. Mishandled plants are subject to rejection byLandscape Architect.C. Plants used on this project shall meet the grading standards recommended bythe ANSI Z60.1-2014.3. PRODUCTSA. Plants: Provide as specified on Plant Schedule.B. Edging: Heavy duty poly edger: 5" depth w/ v-lip to prevent frost heave, and steelstakes, black color, Sure-loc Elite-Edge or equal.C. Mulch: Double shredded hardwood mulch.D. Water: Contractor to provide.E. Planting Soil: rich friable, loam topsoil, free of debris and seeds, conforming toMn/DOT 3877.2,B loam topsoil borrow.F. Compost: Conforming to Mn/DOT 3890.2, Grade 2.G. Tree Wrap: Two-ply weather resistant paper product.4. PLANTING DATES: Spring Planting: Apr. 1 - June 15. These dates may be extendedif daytime temps. remain below 80 degrees. Fall: Sept. 30 - Oct. 30th. Daytimetemps. need to drop below 80 degrees before planting begins, and may continue untilfreeze up. Coniferous trees Aug. 15 - Oct. 1st. Plant under favorable weatherconditions, do not plant during days of extreme heat.5. EXECUTIONA. Prior to digging, Contractor to have utilities located.B. Contractor to notify Landscape Architect 3 days in advance of when plantingwork will occur.C. Plant into prepared planting beds.D. Install trees, shrubs, and perennials per planting details, adjust location if inconflict with utilities. Verify new location with Landscape Architect prior toplanting.E. Separate all shrub and perennial beds from sod areas with edger.F. Clean-up entire site following planting operations.6. ACCEPTANCE OF PLANTING WORKA. Contractor to notify Owner when planting work is complete for review and punchlist.B. Contractor to water and maintain the trees, shrubs and perennials until OwnerAcceptance.C. Owner will give Acceptance of Work following satisfactory correction of punch listitems.D. Watering and regular landscape maintenance of trees, shrubs and perennials willbe Owners responsibility following acceptance of work.7. GUARANTEE PERIODA. Contractor to warranty trees, shrubs and perennials for one year followingacceptance of Work by Owner.B. Contractor to maintain the trees in a plumb position throughout the guaranteeperiod.C. Contractor to remove all staking/wiring/ straps and plant tags from trees at theend of the guarantee period.D. Replacements: At the end of the guarantee period, all plants which areunhealthy, dead, not having a normal density, size, shape or color shall be shallbe replaced. Replacements shall match caliper and/or height of the other plantsat time of replacement. Selection of replacement material and installationpractices shall follow the requirements of the Drawings and Specifications.TURF ESTABLISHMENT1. GENERALA. Description: Sod areas as identified on the plan, and install turf seed in areasidentified on the plan.B. References:(1) MnDOT - Minnesota Department of Transportation StandardSpecifications for Construction, 2018 Edition.(2) MnDOT Seeding Manual 2014 Edition.C. Quality Assurance(1) Contractor to have a minimum of 3 years of experience in sod and turfseed establishment. All crews to be under the supervision of a foremanwith sod and turf seeding establishment.2. PRODUCTSA. Sod: Drought tolerant, strongly rooted sod, machine cut to pad thickness of 1",excluding top growth and thatch. Sod to be at least 2 years old, free of weeds,disease, or other material detrimental to the development of the sod. Sod to bemoist when cut and maintained in moist condition during transportation andstorage at the site. Do not use sod that shows signs of visible heating on thisproject.B. Turf Seed mix: MnDOT 25-131, conforming to MnDOT 3876.2 requirements.C. Delivery and Storage of Seed: Contractor shall protect seed from weather orother conditions which would damage or impair the product.D. Topsoil shall be free from noxious weeds, stones, lime, concrete, ashes, slag, orother deleterious matter and shall be well drained, conforming to MnDOT3877.2,A, Common Topsoil Borrow, table 3877-1.E. Fertilizer: Slow release 5-10-5 starter fertilizer.F. Erosion Control Blanket: MnDOT 3885.2, table 3885-2, Category 3P, Strawblanket 2S.G. Water: Contractor to provide.3. SOIL PREPARATIONSA. Cover all areas to be sodded and seeded with a uniform 4 inches of topsoil.Install in 2 lifts, mixing the first layer with the subsoil.B. Areas to be sodded to be brought to within thickness of sod at finishedgrade, with allowance for settlement of the fill.C. Immediately prior to sodding and seeding, loosen topsoil to minimum depthof 3"D. On slopes operate cultivating equipment at right angles to the direction ofsurface drainage.E. Contractor to work all areas to receive sod and seed until the soil is smoothand an even grade is established. Fill all holes, depressions and rivulets toensure an even grade and that proper elevation is established. Fill materialshall be compacted sufficiently to provide uniform density and to resisterosion. Remove all rubble, sticks, branches, stones and other extraneousmaterial over 1/2" in diameter on the surface prior to sodding and seeding.F. For all areas to be sodded and seeded work in dry, free flowing slow releasestarter fertilizer into the top 1 inches of soil.4. SODDINGA. Conduct work under favorable weather conditions. Contractor shall not worksoil when moisture content is so great that excessive compaction will occur,nor when it is so dry that dust will form or that clods will not break readily. Donot work soil when muddy or frozen.B. Install sod under favorable weather conditions, do not sod if ground is frozenor sod is dormant.C. Lay sod with tightly fitting joints, no overlapping joints, and stagger rows tooffset joints. Anchor sod on slopes to prevent slippage.D. Thoroughly water sod immediately after installing. Continue watering atfrequency necessary to initiate rooting, and until the work is accepted byOwner.E. Stake sod placed on slopes greater than 3:1.5. TURF SEEDINGA. Conduct seeding operations under favorable weather conditions. Dates maybe adjusted depending on prevailing weather conditions:(1) Spring seeding to occur between April 1 to June 1(2) Fall seeding to occur between July 20 to Sept. 20B. Mechanically sow seed at a PLS rate of 220 lbs/ac with a uniform distributionover all disturbed soils not called out on plan for other plant material.C. Firm the seedbed immediately following seeding and prior to mulching usinga roller or cultipacker.D. Install erosion control blanket conforming to MnDOT 2575.3,G.2.E. Keep vehicles and equipment off seeded and mulched areas. Keep foottraffic to a minimum.F. Provide water at a rate and frequency as necessary to initiate rooting, anduntil the work is accepted by Owner.6. MAINTENANCE AND ESTABLISHMENT OF SODA. Contractor to notify Owner when sod work is complete. Contractor tomaintain all sod areas in a healthy, growing condition by watering, mowing,and any other maintenance necessary to establish the sod, for a minimum of30 days after installation. During the maintenance period, replace sod that isdried, dead, damaged, displaced, weakened, or infested with 50% or moreweeds.B. Any sod that does not show definite growth and establishment 30 days afterinstallation shall be replaced and established by the Contractor at noadditional expense to Owner.7. MAINTENANCE AND ESTABLISHMENT OF TURF SEEDA. Contractor to notify Owner when seed work is complete. The Contractor isresponsible for maintaining all seeded areas by watering, weeding, etc. for45 days or until it is evident that the seed has germinated and hasestablished an adequate protective cover.B. Contractor to reseed and establish any turf seed areas that have notadequately established, including areas that are dead, weakened, or infestedwith 50% weeds, at no additional expense to Owner.8. CLEAN UPA. Remove all debris resulting from sodding and seeding activities and disposeof properly. Restore all areas disturbed by sodding and seeding operationsto their original condition.IRRIGATION 1. DESCRIPTIONA. Work includes: design, furnish, and install complete, fully automatic andprogrammable underground irrigation system, capable of alternate datewatering for all landscape areas. The system shall provide full coverage withuniform levels of total precipitation throughout all irrigated areas.B. The system is to include water efficient technologies including: aWaterSense labeled controller, a flow meter, soil moisture and/orevapotranspiration (ET) sensors, a rain sensor, and be calibrated to meet allapplicable City Codes.C. Dripline to be used in perennial and shrub beds not covered by lawnsprinklers.D. The system is to meet state department of health standards and have abackflow preventer.E. Materials, equipment, and methods of design and installation shall complywith, but not be limited to, the following codes and standards:·All local and state laws and ordinances, and with all the established codesapplicable thereto.·National Electrical Code.·American Society for Testing and Materials (ASTM).·National Sanitation Foundation (NSF).·The best management practices developed by the Irrigation Association.F. The designer shall provide balanced pressure and flow and optimumoperating efficiency.G. The contractor is responsible for obtaining all permits and licenses requiredfor installation of irrigation system.2. QUALITY ASSURANCEA. The irrigation system shall be designed and installed by a contractorspecializing in irrigation work, and will have a minimum of 5 years ofexperience designing and installing systems of similar scope and size.B. The contractor shall maintain a skilled foreman on site during the installationof all work and the foreman will have a Minnesota Power Limited TechnicianLicense.3. SUBMITTALSA. Shop Drawings: submit irrigation plan, product schedule, and specificationsfor review and acceptance.B. Operation and Maintenance Manual: following completion of work, providethe Owner with an operation and maintenance manual of the completesystem in a digital pdf file format and one hard copy.C. As-Built Plan: following completion of work, contractor to furnish Owner ascaled as-built irrigation map, with dimensions as needed, on durable paperor laminated to be mounted on wall with the main control panel and a digitalfile in pdf format. The map shall indicate the zones, location of all controls,piping and depths, heads (including type), drip-lines, valves, connection towater service, and other related components.4. PRODUCTSA. Select products suitable to the landscape areas.B. All products and materials used in the system shall be new and professionalgrade.C. Provide sprinkler heads, driplines, electric valves, and automatic controllerfrom one manufacturer: Toro, Rainbird, Hunter Industries, or equal.5. EXECUTIONA. Prior to digging, contractor to have utilities located.B. Water Coverage: Provide uniform water coverage over turf areas andplanting beds.C. Turf: Turf areas to be irrigated with spray heads. Locate heads to avoidoverspray onto sidewalks, parking areas, signs and buildings.D. Planting Beds: All continuous shrubs, trees, perennial beds to be irrigatedwith a drip system and spray heads where drip lines are impractical.E. Winterization: System to accommodate winterization by blowing system drywith compressed air.F. Install the irrigation system per contractor's plan and specifications.G. Instructions: Contractor to instruct the Owner in proper operation andmaintenance of the system.H. Cleanup: Replace landscaping disturbed by operations. Cleanup all debrisand restore site to original condition.6. REVIEW AND ACCEPTANCEA. Contractor to test system to a hydrostatic pressure of not less than 100 psi.Remove and replace any components that do not pass test.B. Contractor to contact Owner and perform operational test after system isfully in place and demonstrate to the Owner that the irrigation system meetscoverage requirements and that automatic controls function properly. Anycorrective work identified shall be completed within two weeks of receipt ofcomments.C. Owner to accept work following: satisfactory completion of any correctivework, receiving hands-on instructions for operation, and receiving as-builtplan and operation and maintenance manual submittals.7. MAINTENANCEA. Contractor to drain and winterize irrigation system in the fall, following firstyear of operation, and shall put the system back in service the followingspring as part of the work of this contract at no additional cost to the Owner.8. GUARANTEEA. Warranty irrigation system materials and labor for one year followingacceptance of work by Owner. Contractor to promptly furnish and install, atno cost to Owner, any parts that prove defective in material or workmanship.KEYIRRIGATION COVERAGE PLANNOT TO SCALEAreas to receive irrigation systemBUILDING
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ENVIRONMENTAL BOARD
AGENDA ITEM 6C
STAFF ORIGINATOR: Andy Nelson, Environmental Coordinator
MEETING DATE: July 27th, 2022 REQUEST: Kwik Trip Conditional Use Permit and Site Plan Review
APPLICANT: Kwik Trip Attn: Jessica Vinson 1626 Oak Street La Crosse, WI 54603
OWNER: 7 Eagles, LLC. 22220 Monroe Street NW Elk River, MN 55330
BACKGROUND A Land Use Application has been submitted for a Conditional Use Permit and Site Plan Review for Kwik Trip, which will include a convenience store, a single bay carwash, and
10 fueling stations. This staff report is based on a review of the following documents:
• Kwik Trip Civil Plan Set prepared by Insites, dated 6-27-22
• ALTA/NSPS Land Title Survey prepared by E.G. Rud and Sons, Inc., dated 7-05-22
• Stormwater Management Report prepared by Sunde Engineering, PLLC., dated
5-17-22
• Preliminary Geotechnical Evaluation Report prepared by Braun Intertec, dated 2-24-22
• Phase II Environmental Site Assessment prepared by Braun Intertec, dated
3-15-22
• Wetland Delineation Report prepared by Jacobson Environmental, dated 7-12-21
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ANALYSIS
General Site Characteristics The applicant is proposing to develop the approximately 14.2 acre parcel that is directly south of the intersection of Lake Drive (County Road 23) and Hodgson Road (County
Road 49). The parcel is zoned General Business, and the current land use is vacant
commercial. The lot is heavily wooded in the north portion, with a 5+ acre wetland covering much of the south portion. The proposed project includes a single story building covering 11,108 square feet, 70,415
square feet of paved area, with the remainder of the site remaining as green space.
Land Cover Pre-settlement land cover (Marschner) was primarily oak openings and barrens with a
small section of wet prairie to the southeast. Current land cover (Minnesota Land Cover Classification System) on the site includes upland deciduous forest, grassland or emergent vegetation, and deciduous shrubland.
Trees on the site include: red oak, bur oak, quaking aspen, black cherry, and Siberian elm.
Rare, Unique, or Significant Resources
• Blanding’s turtle (Emydoidea blandingii) has been observed near the site, and the site has habitat characteristics that will support nesting. The DNR flyer and fact
sheet on this turtle must be provided to all contractors working on the site.
Sightings must be reported to city staff so that the turtles can be safely relocated. A surmountable curb section should be added near the southwest corner of the parking lot to allow for unrestricted wildlife movement.
• Rice Lake is a 560 acre shallow lake with a maximum depth of 4.75 feet. It is impaired for nutrient/eutrophication biological indicators. Stabilization of disturbed soils must be initiated immediately after construction in an area ceases, and completed 7 days after construction activity ceases. This is
specified in the Erosion Control Notes.
• There is a heavily wooded section of the site that contains many oak trees, a number of which are identified as trees to preserve. Care shall be taken to avoid
removing, pruning, or otherwise wounding any oaks on the site during the active oak wilt period. This period is typically April through July, but should be verified
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on the University of Minnesota oak wilt information webpage. Grading of the
parking lot perimeters that may impact the roots of oak trees shall be timed to
avoid damage during the oak wilt active period. Failure to do this could result in the loss of many more trees than anticipated due to transmission of the disease through root grafts.
Soils
The Natural Resource Conservation Service Web Soil Survey notes the following soil types on the project site:
Site Area
Zimmerman fine sand on 1-6% slopes 40% Zimmerman fine sand on 6-12% slopes 26.3%
Rifle mucky peat 30%
Lake beaches 3.7%
Zimmerman fine sands are excessively drained with rapid permeability and negligible to
low site runoff. Rifle mucky peat is a very poorly drained hydric soil. Seasonal high water table ranges from 1 foot above to 1 foot below ground level. This soil is found in the wetland portion
of the site.
Braun Intertec performed 7 soil borings in February of 2022. Approximately 0.5 feet of topsoil was encountered over fine-grained sand and silty sand. Groundwater was detected at varying depths from 11-21 feet.
Stormwater Management A stormwater management plan has been submitted and is being reviewed by the City Engineer. The following summary review is based upon the Stormwater Management
Report.
Existing Conditions Much of the site stormwater infiltrates through the sandy soils. Overflow from the
wetland heads via stormwater pipes beneath Hodgson Road to discharge in Rice Lake.
There is currently no impervious surface on the site.
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Proposed Conditions Post-construction, the 621,342 square foot site will have 82,360 square feet of impervious surface (14%). The General Business zoning district allows for 75%
impervious surface. Per the Stormwater Management Report, the proposed stormwater management plan consists of a series of catchbasins with PVC and HDPE storm sewer pipes that route stormwater runoff to on-site pre-treatment devices including an oil skimmer catchbasin that flows to a concrete oil and grit separator prior to discharging to the wet detention
basin. The wet detention basin will have a clay liner a minimum of 2 feet thick to prevent infiltration and will discharge into the on-site wetland. Ultimately, overflow from the wetland discharges to Rice Lake, which is an impaired water. Stormwater Pollution Prevention The Erosion Control Plan and Notes call for inlet protections, a rock construction exit,
riprap for energy dissipation at an outfall to the stormwater pond, a concrete washout
area, dewatering area, silt fence for perimeter control, and ditch checks to slow water flowing in ditches. An oil and grit chamber is included up-gradient from the stormwater pond to provide
additional pretreatment.
Redundant perimeter control must be added between the stormwater pond and the wetland in areas in which the buffer is less than 50 feet wide. This includes the entire southeastern edge of the stormwater pond.
Five additional inlet protections must be added on Hodgson road, three directly east of the construction exit, and two directly east of the northernmost point of delineated wetland. Map is included in the recommendations.
Being that this site will drain to Rice Lake, an impaired water, stabilization of exposed
soil areas must occur within 7 days after the construction activity in that area permanently ceases. This is noted in the SWPPP narrative. Flood Plain
Site does not fall within the flood management zone.
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Wetlands
Per the wetland delineation report, one 5.07 acre wetland was delineated on the site on July 8, 2021. This wetland was categorized as a seasonally flooded basin/shrub-carr wetland. Dominant vegetation species include: Bebb’s willow, meadow willow, lake sedge, reed canary grass, and red osier dogwood.
There are no wetland impacts proposed for this project. A wetland buffer has been provided per Rice Creek Watershed District rules. Alternative Urban Areawide Review (AUAR) Considerations
The site is not within the 2005 I-35E Corridor AUAR environmental review boundary. Drinking Water Protection
The site is within the Drinking Water Supply Management Area (DWSMA) and is
moderately vulnerable. The site will be connected to City water and sewer. Also, storm water will not be infiltrating prior to treatment in the stormwater basin.
Greenway System Portions of the site are in the Greenway System. The wetland is part of the Rice Creek Watershed District Wetland Management Corridor.
A trail should be considered connecting the existing asphalt trail just south of the site near Sandhill Drive with the proposed Kwik Trip facility. LANDSCAPE PLAN
Tree Preservation and Mitigation Standards The purpose of these standards is to protect valuable trees and stands of vegetation while not interfering with landowners’ reasonable use and development of property. The goal
is to minimize unnecessary loss of habitat, biodiversity, and forest resources and to
replace removed trees in areas where tree cover is most critical. There are 240 tree removals planned for the basic use area. Because these trees are not in environmentally sensitive areas, no mitigation will be required for these removals.
There are also no removals planned outside of the basic use area, so no mitigation trees are required.
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Note that additional removals may be required if the City Tree Protection Zone
dimension of one foot per inch diameter cannot be maintained.
Preservation and mitigation standards are met. Open Areas Landscape Standards
The purpose of these standards is to provide general site beautification and high aesthetic quality with a mix of plant materials in open areas. Open area landscape standards call for 1 large tree and 3 large shrubs per 2000 sq. ft.
The Landscape Requirements sheet notes 221,591 square feet of open space, however, open space is defined as disturbed site areas that are not in the foundation landscape zone, vehicular hardscape area, or building footprint. Staff arrived at an approximate value of 50,000 square feet of open space for the area around the stormwater pond and applicable
area on the northwest and northeast perimeters of the site.
This approximate value for open space would require 25 large trees and 75 large shrubs. The required number trees will be easily reached through new trees planted and existing trees preserved in applicable areas.
16 large shrub equivalents are included through planting 49 small shrubs along the northeast parking lot perimeter. For the approximate open space value of 50,000 square feet, an additional 59 large shrubs would be required.
Open space area should be recalculated to allow for an accurate count on shrubs required.
Buffer and Screen Standards The purpose of this requirement is to separate and buffer different land use types, screen
roads and parking, and screen utility and loading areas. Continuous, year-round planting screens require, at the minimum, a double row of plants with triangulated spacing. The west perimeter is shared with a less intense land use (residential) and will require a 6
foot buffer and screen. This is provided by the heavily wooded area that will be
preserved. The northwest and northeast perimeters of the site will require 30 inch buffer and screening due to the parking lot being adjacent to public rights of way. The intent of the
ordinance in this case is to block headlights as seen from the streets. This is
accomplished with the existing trees that are being preserved on these perimeters, and by the berm and row of new shrubs that will be planted on the northeast perimeter. Buffer and screen standards have been met.
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Canopy Cover
Canopy cover standards call for a minimum of 40% canopy coverage. Canopy coverage values are calculated per tree based on the anticipated size 15 years after planting, and the distance to hardscape edge from the planting location.
Vehicular hardscape planned: 66,666 sq. ft. Canopy cover requirement: 26,666 sq. ft. Canopy cover provided: 23,625 sq. ft.
The project is receiving 19,350 square feet of canopy cover for new trees planted along
the parking lot or in islands. Four existing trees provide a total of 4,275 square feet of credit, which is based both on size and proximity to hardscape.
Canopy cover requirements have not been met. Foundation Landscaping
The purpose of these standards is to soften and enhance building architecture, define
access points, add color and seasonal interest, and to blend buildings in with the natural environment. These standards apply to building fronts and sides facing public or private streets.
2 large trees and 6 large shrubs are required per 100 linear feet of building. These plants
should be within 30 feet of the building. The following substitutions are allowable: 1 large tree = 1.5 medium or 2 small trees
1 large shrub = 1.5 medium or 3 small shrubs
The applicable building faces for this project include the northwest, northeast, and southeast (front) building faces.
Building Face Required: Provided Northwest (approximately 100 ft.) 2 large trees 2 large trees (existing)
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6 large shrubs 13 medium shrubs
(eq. to 8 large shrubs)
Northeast (approximately 120 ft.) 2 large trees 1 large tree 1 medium tree
6 large shrubs 10 medium shrubs
(eq. to 6 large shrubs) Southeast/front (approximately 100 ft.) 2 large trees 1 large tree 1 medium tree
6 large shrubs 6 small shrubs (eq. to 2 large shrubs) Foundation landscape requirements have not been met with respect to trees on the
northeast and southeast faces, or with respect to shrubs on the southeast face.
To meet requirements, the medium trees (blue beech) could be switched to large tree species, or the islands could be enlarged to accommodate additional medium trees.
Also, additional shrubs will be needed for the southeast building face. Some of the
perennial flowers and grasses could be switched for shrubs to meet the requirement. The foundation landscape requirements have not been met.
Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded, including boulevard areas. Seed
may be provided in lieu of sod in certain cases, including when the area is adjacent to
natural areas or wetlands. The areas north of the parking lot abutting Lake Drive and Hodgson Road will be stabilized with sod. There will also be a strip of sod along the south perimeter of the
parking lot.
The disturbed areas created during grading leading from the parking lot to the stormwater pond, and on the high ground around the stormwater pond itself, will be seeded with Mn DOT 35-221, a dry prairie seed mix.
A 10 foot aquatic bench near the normal water level of the stormwater pond will be seeded with Mn DOT 34-262, a wet prairie mix of over 30 native plants suitable to the moist conditions. Additionally, this bench will be planted with over 300 pots or plugs of native rush and bulrush species.
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Note that the city native plant establishment requirements will be in effect for the areas
receiving native seed. The sod and ground cover standards have been met.
Lighting The purpose of the lighting requirements in the Zoning Code is to reduce light pollution, promote energy conservation, and increase night time safety, utility, security, and
productivity. Lighting is reviewed by the City Planner.
Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. The plan meets this requirement.
Light fixtures are down lit and cutoff as required by city code.
Recycling Applicant is planning to construct an enclosure sized to accommodate two dumpsters.
RECOMMENDATIONS Staff recommends that the Kwik Trip Conditional Use Permit and Site Plan Review be forwarded to the Planning and Zoning Board and City Council with the following
comments:
1. Blanding’s turtle (Emydoidea blandingii) has been observed within a mile of the site. The MN DNR flyer and fact sheet must be distributed to all contractors
working on the site. Any sightings of this species must be reported to city staff
immediately so the turtle can be safely relocated. 2. A surmountable curb section should be added near the southwest corner of the parking lot for wildlife access.
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3. Many of the existing trees identified for preservation are oaks. Care shall be taken to avoid removing, pruning, or otherwise wounding any oaks on the site during the active oak wilt period. This period is typically April through July, but should be verified on the University of Minnesota oak wilt information webpage.
Grading of the parking lot perimeters that may impact the roots of oak trees shall
be timed to avoid damage during the oak wilt active period. Failure to do this could result in the loss of many more trees than anticipated due to transmission of the disease through root grafts.
4. Canopy cover requirements have not been met. There will be an additional 3,041
square feet of canopy cover required. Note that a tree protection zone of one foot per inch diameter must be established around existing trees intended for preservation.
5. Foundation landscape requirements have not been met with respect to trees on the
northeast and southeast faces, or with respect to shrubs on the southeast face. 6. Open space must be recalculated to allow for an accurate count of shrubs required.
7. A 5-foot radius around each new landscape tree shall be maintained free of shrubs to prevent competition with new trees and avoid poor performance/mortality of species requiring full sun.
8. City Tree Protection Fence Detail shall be added to the Tree Preservation Plan.
9. Tree ID numbers from the ALTA Survey shall be added to the Tree Preservation Plan to clarify which trees can remain and which additional trees must be removed due to not being able to maintain the proper tree protection zone
distance. This may lead to additional removals along the parking lot perimeter.
10. Note that the city native plant establishment requirements will be in effect for the areas receiving native seed. This should be noted on the Landscape Plan.
11. A note must be added to the erosion control blanket installation detail (sheet
SWP3) that specifies only natural net type erosion blanket will be used.
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12. Five additional inlet protections must be added on Hodgson road, three directly
east of the construction exit, and two directly east of the northernmost point of
delineated wetland.
13. Redundant perimeter control must be added between the stormwater pond and the
wetland in areas in which the buffer is less than 50 feet wide. This includes the entire southeastern edge of the stormwater pond.
ATTACHMENTS 1. Kwik Trip Site Aerial Photo 2. ALTA/NSPS Land Title Survey
3. Grade Plan (sheet SP2) 4. Erosion Control Plan (SWP1) 5. Erosion Control Notes (SWP2) 6. Landscape Plan (sheet L1) 7. Landscape Plan (sheet L1.1)
8. Tree Preservation Plan (sheet L2.2) 9. Existing Conditions Drainage Map (page 29/147 of Stormwater Management Report) 10. Proposed Conditions Drainage Map (page 30/147 of Stormwater Management Report)
11. Pond Cross Section
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July 21, 2022
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Kwik Trip Site Aerial Photo
CondiǗon Key1 Dead2 Very Poor3 Poor4 Fair5 Average6 Good7 Very Good8 Excellent9 OutstandingTag DBH Species Trunks415 6 Maple 2416 16 Maple417 16 Oak418 10 Oak421 14 Oak422 12 Oak423 18 Cherry424 12 Oak425 16 Oak426 16 Oak2427 12 Oak7428 16 Oak2429 8 Oak2430 14 Oak2431 22 Oak432 14 Ash433 8 Juniper434 18 Elm2435 16 Elm436 6 Oak2437 10 Oak438 16 Ash439 10 Ash2440 24 Oak441 22 Oak442 10 Oak443 10 Oak443 10 Oak444 30 Oak445 12 Oak446 14 Oak447 10 Oak2
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904
902
9029029008989
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8
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900900900898 896
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POINT A
75.0 5050
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STREET AND UTILITY EASEMENT PERDOC. NO. 993102. AS SHOWN ONANOKA COUNTY HALF SECTION MAP.20
39
3
9
39
60 Δ=30° 02'14"R=818.51429.10S41°07'40"E109.40
S11°05
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26
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E393.10
Δ=28° 34'35"
R=1041.74519.57
273.36
225
170
891
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896892
900
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160 182184183185
154
134
137
140
132
187
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149
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146 145147 142
141
198
199
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352 351350 348
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229
228
367368 321385386416414425439438440441442451450449448RESTRICTED ACCESS PER DOC. NO. 1314226HIGHWAY EASEMENT PER DOC. NO. 1314226 64STREET AND UTILITY EASEMENTPER DOC. NO. 1370241TRANSMISSION LINE EASEMENT PERDOC. NO. 1853907 TRANSMISSION LINE EASEMENTPER DOC. NO. 1853907NORTH LINE OF THENW 1/4 OF SEC. 30,T. 31, R. 22CENTERLINE OF C.S.A.H. NO. 23(PUBLIC RIGHT OF WAY.STREET NOT BUILT)WEST LINE OF GOV. LOT 1CORPORATE LIMITSOF THE CITY OF LINO LAKES74
CENTERLINE OF C.S.A.H. NO. 23PIN No. 30-31-22-21-0005Owner: Rice Creek Commons LLCAddress: 6776 Lake Drive
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.PIN No. 30-31-22-22-0106Owner: Pine Hollow Owners Assoc.Address: 231A Pine Hollow Dr.PIN N
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PIN No. 30-31-22-22-0065
Owner: Chefei Chen
Address: 225 Pine Hollow Dr.
PIN No. 30-31-22-23-0050Owner: City of Circle PinesAddress: 54 North Road 50 64
RIM:892.59
INV:875.49
RIM:891.98INV:874.89 RIM:890.69INV:873.7910" PVC10" PVC16" DIP16" DIP 16" DIPW.P.NOPARKINGHCACCESSIBLEZONECARWASHNOPARKINGLOADINGZONE NOPARKINGHCACCESSIBLEZONEcar wash stacking AIR ACCESS AISLE30' VISION TRIANGLE
WETLAND
XERXES
10'-4" X 47'
-
6
34"
25,000-GAL
L
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XERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONCONVENIENCESTOREFFE=904.0CAR WASHFFE=903.33
893
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8948989897
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901
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902PAVEMENT FL8SH903.901.
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903.903903.2.02.0
.0
2.02.22.02.0903.904 90490390310" RED OAK13" RED OAK7" RED OAK 5" RED OAK 5" RED OAK19" RED OAK7" QUAKING ASPEN6" RED OAK7" BURR OAK 8" RED OAK16" RED OAK
12" RED OAK6" BUR OAK
7" RED OAK
19" RED OAK
7" RED OAK
7' RED OAK
15" RED OAK
7" RED OAK
8" RED OAK 7" RED OAK
8" RED OAK
904.900
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902
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PAVEMENT FL8SHPAVEMENT FL8SHPAVEMENT FL8SHPAVEMENT FL8SH
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902
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90
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890
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894894EXISTING TREES TO REMAINEXISTING TREES TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMAINDISCPADXFMRPAD
884
88
888
89225.0'
MIN. BUFFER
WIDTH
50'
BUFFER
WIDTH8948946" CHERRY 8" QUAKING ASPEN6" RED OAK13" RED OAK XXXX11" RED OAK7" RED OAK
6" RED OAK
12" RED OAK
6" RED OAK
8" RED OAK
6" QUAKING ASPEN
7" QUAKING ASPEN
8" QUAKING ASPEN
7" QUAKING ASPEN8" QUAKING ASPEN
8" QUAKING ASPEN
8" QUAKING ASPEN
5" QUAKING ASPEN 8" QUAKING ASPEN
13" RED OAK6" RED OAK 6" GREEN ASHXXXX13" RED OAK
13" RED OAK
8" SIBERIAN ELM
9" RED OAK12" CHERRY
8" QUAKING ASPEN6" QUAKING ASPEN
8" RED OAK
10" CHERRY7" QUAKING ASPEN
6" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN10" RED OAK
6" QUAKING ASPEN
7" QUAKING ASPEN
7" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN 8" QUAKING ASPEN
7" RED OAK
7" QUAKING ASPEN
8" QUAKING ASPEN
9" QUAKING ASPEN
6" QUAKING ASPEN
8" RED OAK
13" COTTONWOOD
7" QUAKING ASPEN7" QUAKING ASPEN
7" QUAKING ASPEN
8" QUAKING ASPEN
6" QUAKING ASPEN
8" QUAKING ASPEN
10" RED OAK
8" QUAKING ASPEN
8" QUAKING ASPEN
8" QUAKING ASPEN
6" CHERRY
6" CHERRY
7" QUAKING ASPEN
6" RED OAK
6" RED OAK
6" QUAKING ASPEN
10" RED OAK
16" RED OAK 7" RED OAK
22" RED OAK
8" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN6" WHITE OAK6" WHITE OAK12" RED OAK16" RED OAK
15" RED OAK17" RED OAK7" RED OAK10" RED OAK10" RED OAK 11" RED OAK12" RED OAK16" RED OAK 7" RED OAK10" RED OAK
8" RED OAK
7" RED OAK
9" QUAKING ASPEN9" QUAKING ASPEN
7" QUAKING ASPEN8" QUAKING ASPEN
6" RED OAK
8" RED OAK
10" RED OAK13" RED OAK12" RED OAK 10" RED OAK11" RED OAK6" RED OAK6" RED OAK6" BLACK CHERRY6" HACKBERRY18" RED OAK 7" RED OAK11" BUR OAK11" RED OAK10" RED OAK6" BLACK CHERRY7" CHERRY10" RED OAK19" RED OAK 7" RED OAK10" RED OAK 14" BUR OAK
7" RED OAK
903 902
903902901900
904 909090904902.11" BURR OAK18" BURR OAK904 90390
903
903
902
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16" RED OAK
8" RED OAK
8" QUAKING ASPEN7" QUAKING ASPEN
7" RED OAK
8" QUAKING ASPEN
7" QUAKING ASPEN
6" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN
7" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN
6" CHERRY
6" CHERRY
8" RED OAK
6" RED OAK
10" RED OAK16" RED OAK
16" RED OAK
17" RED OAK15" RED OAK7" WHITE OAK10" RED OAK 11" RED OAK16" RED OAK 10" RED OAK11" BUR OAK11" RED OAK 6" RED OAK12" BUR OAK20" RED OAK10" RED OAK
7" QUAKING ASPEN
8" QUAKING ASPEN
6" GREEN ASH9" RED OAK12" CHERRY
12" RED OAK
7" QUAKING ASPEN
7" QUAKING ASPEN
7" QUAKING ASPEN
8" QUAKING ASPEN
6" RED OAK8" RED OAK6" RED OAK10" RED OAK6" CHERRY6" HACKBERRY10" RED OAK10" RED OAK9" RED OAK10" RED OAK 7" RED OAK7" CHERRY 6" CHERRY14" BUR OAK 2.12" RED OAK
12" BUR OAK
15" RED OAK 11" RED OAK
10" RED OAK
6" CHERRY
10" RED OAK
10" RED OAK
7" RED OAK
10" RED OAK
12" BOX ELDER
20" BUR OAK
7" CHERRY
6" CHERRY
14" BUR OAK
7" CHERRY
8" BOX ELDER
6" RED OAK
7" BUR OAK
22" RED OAK
6" BUR OAK17" RED OAK
10" BUR OAK
NEW CB RIM 902.30 NEW CB RIM 902.30
NEW CB3
RIM 89.00
NEW CB7 RIM 902.0 NEW CB8 RIM 902.0
NEW CB2
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TRENCH DRAIN 1 RIM 903.0
NEW CB4
RIM 89.00
NEW 18 CMP VARIABLE
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NEW APRON 2 INV. 902.0
NEW APRON11
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NEW O8TLET STR8CT8RE1
SEE DETAIL SHEET SP3.2
NEW APRON12
INV. 888.0
NEW MH10RIM 902.90 TRENCH DRAIN 2 RIM 903.0 NEW APRON 1 INV. 901.
STORMWATER WET BASIN
NWL = 889.00
100-YR HWL = 891.93
PERMANENT POOL VOL. REQ'D = 32,749 CF
PERMANENT POOL VOL. PROVIDED =34,724 CF
SP2GRADE PLANKnow what'sbelow.before you dig.CallRPLOTTIN* NOTE PLANS PLOTTED TO 11[17SHEET SI=E ARE 12 SCALE-400204080NORTHSCALE 1 = 40'1=80'NOTE CONTRACTOR TO OBTAIN RI*HT-OF-WAY E;CAVATION PERMIT PRIOR TO BE*INNIN*SITE WOR..CONSTR8CTION NOTE CONSTR8CTION FENCIN* TO BE INSTALLED ARO8ND ENTIRE CONSTR8CTION SITE.COORDINATE WITH OWNER FOR FENCIN* AND *ATE LOCATIONS AND APPROPRIATE SI*NA*EINSTALLATION.NOTE - REFER TO OTHER PRO-ECT PLANS AND INFORMATION RELATED TO THIS PRO-ECT PRIOR TOBE*INNIN* ANY *RADIN* WOR..- PLAN PREPARED FROM ALTAACSM LAND TITLE S8RVEY BY E* R8D SONS LAND S8RVEYIN*77 LA.E DR 110LINO LA.ES, MN 0141-31-8200- CONTRACTOR SHALL LOCATE ALL 8TILITIES WHICH MAY AFFECT THIS WOR. AND NOTIFYOWNER OF ANY CONFLICTS.- CONTRACTOR SHALL VERIFY ALL E;ISTIN* AND PROPOSED ELEVATIONS PRIOR TO START OFCONSTR8CTION. VERIFY CRITICAL ELEVATIONS TO ENS8RE CONFORMANCE WITH *RADIN*PLAN, PARTIC8LARLY WITH WAL. AND OR PAVEMENTS TO REMAIN. MEET E;ISTIN* *RADESALON* STREETS, PROPERTY LINES AND DRIVEWAY ENTRANCES. RESTORE ALL E;ISTIN*PAVEMENTS THAT REMAIN TO THEIR ORI*INAL, IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS.- AREAS NOT PAVED AND TO BE LANDSCAPED SHALL RECEIVE MINIM8M OF 4 DEPTHCOMPACTED TOPSOIL.- CONTRACTOR SHALL COORDINATE *RADIN* AND INSTALLATION OF DRIVES IN R.O.W. WITHAPPROPRIATE *OVERNMENT A*ENCIES. OBTAIN APPROPRIATE PERMITS FOR *RADIN* ANDDRAINA*E IN ALL R.O.W.- REFER TO OWNER'S SPECIFICATIONS FOR C8RB, APPROACH, BIT8MINO8S, AND CONCRETEPROFILES, AS WELL AS ADDITIONAL SITE STANDARDS RELATED TO THIS PRO-ECT.FINISHED FLOOR ELEVATIONSPROPOSED CONVENIENCE STOREFINISHED ELEVATION = 904.0 FEETPROPOSED CAR WASHFINISHED ELEVATION = 903.33 FEETBENCHMAR.SEE S8RVEY FOR BENCHMAR. INFORMATIONNOTE *RADIN* CONTRACTOR ANY PROPERTY IRONS THAT ARE DIST8RBED IN THE *RADIN* PROCESS SHALL BE RESET BY ALICENSED LAND S8RVEYOR AT NO ADDITIONAL COST TO THE OWNER.DRAWN BYSCALEPRO-. NO.FAX (608) 781-8960PH. (608) 781-8988LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.DATESHEETDESCRIPTIONDATENO.3 1 3 1 F e r n b r o o k L a n e N o r t h , S T E 260P l y m o u t h M i n n e s o t a 5 5 4 4 77 6 3 . 3 8 3. 8 4 0 0f a x 7 6 3 . 3 8 3 . 8 4 4 0SITE PLANNING LANDSCAPE ARCHITECTUREINC.INTERNAL REVIEW22APR2-SLJQHGDDWH ;;;;;;;RREHUW -. MXHOOHURHJ. NR. 1930I KHUHE\ FHUWLI\ WKDW WKLV SODQ, VSHFLILFDWLRQ, RUUHSRUW ZDV SUHSDUHG E\ PH RU XQGHU P\ GLUHFWVXSHUYLVLRQ, DQG WKDW I DP D GXO\ OLFHQVHGLDQGVFDSH AUFKLWHFW XQGHU WKH ODZV RI WKHSWDWH RI MLQQHVRWD.*RAPHIC22-1204-2-22CONVENIENCE STORE 1266
LINO LAKES, MINNESOTA
--
INSITES 22-009 PM -.V.S8BMITTAL22MAY0-ROW WAYSITE SHIFT22MAY20-CITY COMMENTS22-8N27-
POINT A
75 5050
75
STREET AND UTILITY EASEMENT PERDOC. NO. 993102. AS SHOWN ONANOKA COUNTY HALF SECTION MAP.20393
939 60 Δ=30° 02'14"R=818.51429.10S41°07'40"E109.40
S11°05'26"E393.10Δ=28° 34'35"R=1041.74519.57273.36 RESTRICTED ACCESS PER DOC. NO. 1314226HIGHWAY EASEMENT PER DOC. NO. 1314226 64STREET AND UTILITY EASEMENTPER DOC. NO. 1370241TRANSMISSION LINE EASEMENT PERDOC. NO. 1853907 TRANSMISSION LINE EASEMENTPER DOC. NO. 1853907NORTH LINE OF THENW 1/4 OF SEC. 30,T. 31, R. 22CENTERLINE OF C.S.A.H. NO. 23 9(PUBLIC ROAD)1110
SOUTHERLY LIMITS OF TREE INVENTORY
EDGE OF WETLAND
DELINEATION BY JACOBSON ENVIRONMENTAL(PUBLIC RIGHT OF WAY.STREET NOT BUILT)
POND
PONDWEST LINE OF GOV. LOT 1CORPORATE LIMITSOF THE CITY OF LINO LAKESWETLAND
(PUBLIC ROAD)
1.9
16.63.8
(PUBLIC ROAD)74
CENTERLINE OF C.S.A.H. NO. 23PIN No. 30-31-22-21-0005Owner: Rice Creek Commons LLCAddress: 6776 Lake Drive
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PIN No. 30-31-22-22-0065Owner: Chefei Chen
Address: 225 Pine Hollow Dr.
PIN No. 30-31-22-23-0050Owner: City of Circle PinesAddress: 54 North Road CATCH BASINSFILLED WITH SNOW
RIM:892.28INV: 886.03RIM:892.90INV: 885.95RIM:893.04INV: 885.90RIM:893.06INV: 885.81RIM:890.74INV: 884.04RIM:889.96INV: 883.46RIM:889.67INV: 883.2750 64
RIM:892.59INV:875.49
RIM:891.98
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EXISTING
GAS LINE
2
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2 902904 904 902 902
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(PUBLIC ROAD)
PIN No. 30-31-22-21-0005Owner: Rice Creek Commons LLCAddress: 6776 Lake Drive
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Owner:
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PIN No. 30-31-22-22-0065Owner: Chefei Chen
Address: 225 Pine Hollow Dr.
PIN No. 30-31-22-23-0050Owner: City of Circle PinesAddress: 54 North Road W.P.NOPARKINGHCACCESSIBLEZONECARWASHNOPARKINGLOADINGZONE NOPARKINGHCACCESSIBLEZONEcar wash stacking AIR ACCESS AISLE30' VISION TRIANGLE 15' PARKING SETBACK15' PARKING SETBACK35' RESEIDENTIAL DISTRICT SETBACK5' SIGN SETBACK40' BUILDING SETBACK5' SIGN SETBACK
WETLAND
PROPOSED R.O.W. LINEXERXES10'-4" X 47'-634"25,000-GALLON XERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONEXISTING R.O.W. LINECONVENIENCESTOREFFE=904.0CAR WASHFFE=903.33
93
94999
9
9990090903 90
999900
90
900
904
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.0..0.0904 90490390310" RED OAK13" RED OAK7" RED OAK 5" RED OAK 5" RED OAK19" RED OAK7" QUAKING ASPEN6" RED OAK7" BURR OAK 8" RED OAK16" RED OAK12" RED OAK6" BUR OAK 7" RED OAK19" RED OAK
7" RED OAK
7' RED OAK
15" RED OAK
7" RED OAK
8" RED OAK 7" RED OAK
8" RED OAK
900
94
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90
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(PUBLIC ROAD)(PUBLIC ROAD)9900
90
904
904
90
9
90
9 NW/9494EXISTING TREES TO REMAINEXISTING TREES TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMAINDISCPADXFMRPAD
4
994946" CHERRY 8" QUAKING ASPEN6" RED OAK13" RED OAK XXXX11" RED OAK7" RED OAK6" RED OAK12" RED OAK
6" RED OAK
8" RED OAK
6" QUAKING ASPEN
7" QUAKING ASPEN
8" QUAKING ASPEN
7" QUAKING ASPEN8" QUAKING ASPEN
8" QUAKING ASPEN
8" QUAKING ASPEN
5" QUAKING ASPEN 8" QUAKING ASPEN
13" RED OAK6" RED OAK 6" GREEN ASHXXXX13" RED OAK13" RED OAK
8" SIBERIAN ELM
9" RED OAK12" CHERRY
8" QUAKING ASPEN6" QUAKING ASPEN
8" RED OAK
10" CHERRY7" QUAKING ASPEN
6" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN10" RED OAK
6" QUAKING ASPEN
7" QUAKING ASPEN
7" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN 8" QUAKING ASPEN
7" RED OAK
7" QUAKING ASPEN
8" QUAKING ASPEN
9" QUAKING ASPEN
6" QUAKING ASPEN
8" RED OAK
13" COTTONWOOD
7" QUAKING ASPEN7" QUAKING ASPEN
7" QUAKING ASPEN
8" QUAKING ASPEN
6" QUAKING ASPEN
8" QUAKING ASPEN
10" RED OAK
8" QUAKING ASPEN8" QUAKING ASPEN
8" QUAKING ASPEN
6" CHERRY
6" CHERRY
7" QUAKING ASPEN
6" RED OAK
6" RED OAK
6" QUAKING ASPEN
10" RED OAK
16" RED OAK 7" RED OAK
22" RED OAK
8" QUAKING ASPEN6" QUAKING ASPEN7" QUAKING ASPEN6" WHITE OAK6" WHITE OAK12" RED OAK16" RED OAK15" RED OAK17" RED OAK7" RED OAK10" RED OAK10" RED OAK 11" RED OAK12" RED OAK16" RED OAK 7" RED OAK10" RED OAK 8" RED OAK7" RED OAK
9" QUAKING ASPEN9" QUAKING ASPEN
7" QUAKING ASPEN8" QUAKING ASPEN
6" RED OAK
8" RED OAK
10" RED OAK13" RED OAK12" RED OAK 10" RED OAK11" RED OAK6" RED OAK6" RED OAK6" BLACK CHERRY6" HACKBERRY18" RED OAK 7" RED OAK11" BUR OAK11" RED OAK10" RED OAK6" BLACK CHERRY7" CHERRY10" RED OAK19" RED OAK 7" RED OAK10" RED OAK 14" BUR OAK
7" RED OAK
903 90
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16" RED OAK
8" RED OAK
8" QUAKING ASPEN7" QUAKING ASPEN
7" RED OAK
8" QUAKING ASPEN
7" QUAKING ASPEN
6" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN
7" QUAKING ASPEN
6" QUAKING ASPEN
7" QUAKING ASPEN
6" CHERRY
6" CHERRY
8" RED OAK
6" RED OAK
10" RED OAK16" RED OAK
16" RED OAK17" RED OAK15" RED OAK7" WHITE OAK10" RED OAK 11" RED OAK16" RED OAK 10" RED OAK11" BUR OAK11" RED OAK 6" RED OAK12" BUR OAK20" RED OAK10" RED OAK7" QUAKING ASPEN8" QUAKING ASPEN6" GREEN ASH9" RED OAK12" CHERRY12" RED OAK
7" QUAKING ASPEN
7" QUAKING ASPEN
7" QUAKING ASPEN
8" QUAKING ASPEN
6" RED OAK8" RED OAK6" RED OAK10" RED OAK6" CHERRY6" HACKBERRY10" RED OAK10" RED OAK9" RED OAK10" RED OAK 7" RED OAK7" CHERRY 6" CHERRY14" BUR OAK .12" RED OAK
12" BUR OAK
15" RED OAK 11" RED OAK
10" RED OAK
6" CHERRY
10" RED OAK
10" RED OAK
7" RED OAK
10" RED OAK
12" BOX ELDER
20" BUR OAK
7" CHERRY
6" CHERRY
14" BUR OAK
7" CHERRY
8" BOX ELDER
6" RED OAK
7" BUR OAK
22" RED OAK
6" BUR OAK17" RED OAK
10" BUR OAK
NEW C% RI0 90.30 NEW C% RI0 90.30
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NEW C%
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LINO LAKES, MINNESOTA
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INSITES 009 30 -.V.S8%0ITTA/0A<0ROW WA<SITE SHIFT0A<0CIT< CO00ENTS-8NSITE 'RAINSSO8TH THEN EASTTO RICE /A.E
SWP2EROSION CONTROL NOTESI, Robert Mueller, hereby certify thatI have completed designer SWPP-Erosion and Stormwater ManagementCertification ProgramMy certification expires May 2023SWPPP DESIGN CERTIFICATIONI hereby certify that I have completed Installer SWPP- Erosion andStormwater ManagementCertification ProgramsignedexpirationSWPPP INSTALLER CERTIFICATIONI hereby certify that I have completed Inspector SWPP- Erosion andStormwater ManagementCertification ProgramsignedexpirationSWPPP INSPECTOR CERTIFICATIONP O L L U T I O N C O N T R O L :1. Designate a Concrete Wash-out and truck wash area:Make it visible in the field to vehicle operators and note this on the SWPPP.a. When washouts occur on the site, concrete washout water must be contained in a leak-proof containment facility or impermeable liner. Liquid and solid wastes may not touch the ground and there must not be runoff from the concrete washout operations or areas.b. Limit external washing of trucks and other construction vehicles to a defined area preferably before the construction access/exit point. Wash vehicles only on an area stabilized with stone that drains into an approved sediment trapping device. Contain runoff and properly dispose of waste. Engine degreasing is prohibited.2.Solid Waste: Properly dispose of collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric,construction and demolition debris, and other wastes in compliance with Minnesota Pollution Control Agency requirements.3.Hazardous Materials: Properly dispose of all waste and unused building materials (including garbage debris, cleaning wastes, oil,gasoline, paint, wastewater, toxic materials, and hazardous materials) off-site. Do not allow waste and unused building materialsto be carried by runoff into a receiving channel or storm sewer system. Properly store oil, gasoline, paint, and other hazardousmaterials in order to prevent spills, leaks, or other discharge. Include secondary containment. Restrict access to storage areasin order to prevent vandalism. Storage and disposal of hazardous materials must be in compliance with MPCA regulations.4.Machinery: and mechanized equipment that leaks waste shall have a protective barrier or containment under the device adequateto contain the waste. Properly dispose of the waste.5.Emergency spill station: Contractor shall locate and sign an emergency spill station that has necessary containment or cleanupdevices for all workers to access.SITE INVESTIGATION, INSTALLATION, IMPLEMENTATION :Contractor shall ensure a trained person will oversee the installation of all devices. Name and certification of individual(s) responsiblefor installation shall be in the SWPPP. those individuals include those overseeing implementation and/or performing or supervising theinstallation.1. Prior to any work, contractor shall visit the site, document existing conditions as necessary(photos, notes, etc) and note existingdrainage patterns on and off site that are related to the project. Installer and inspector of the SWPPP shall determine on site ifthere are additional ways to create buffer zones and or phasing of the project construction to limit the extent of exposed soils.If this is determined to be helpful, the SWPPP shall be amended accordingly. These notes and changes shall be part of theSWPPP.2. Install all temporary erosion and sediment control measures including silt fence, rock construction entrance(s), erosion controlberms, rock filters, silt sacks, rock /earth berms, and sedimentation basins. Protect all receiving waters, catch basins, ditches,inlets etc. in and around the site. All protective and preventative measures must be in place and inspected prior to beginningsite clearing, grading, or other land-disturbing activity.3. Prior to beginning site clearing and grading, protect all storm sewer inlets that receive runoff from disturbed areas. In order toprevent sediment from leaving the site and entering the downstream storm sewer system, seal all storm sewer inlets that are notneeded for site drainage during construction. Protect all other storm sewer inlets by installing sediment control devices, suchas silt sacks, or rocked filtration logs/weirs. Straw bales or fabric under the grates are not acceptable forms of inlet protection.Protect new storm sewer inlets as they are completed. Maintain storm sewer inlet protection in place until all sources withpotential for discharging to the inlets are stabilized.4. Before beginning construction, install a TEMPORARY ROCK CONSTRUCTION ENTRANCE at each point where vehicles exit theconstruction site When at all possible contractor shall designate only one access point for vehicles entering and exiting the site.The rock on the entrance will have to be inspected daily and replaced or rock supplemented by the contractor when over 50% ofthe voids in the rock are filled. A cleaning station should be made available to drivers and visibly signed to see. Provide shovels,brooms and/or hose with a wash out area so soils can be removed from vehicles on site.5. Avoid entire removal of trees and surface vegetation all at once whenever possible as this limits the amount of site susceptible toerosion. Schedule construction zones and note this on the SWPPP in order to expose the smallest practical area of soil at anygiven time. Utilize vegetation removed by on site grinding and mulching and using this material to protect the soil from erosion.6.Areas That Discharge to Special or Impaired Waters: As a general rule for areas draining less than 10 acres, additional oralternative measures shall take place which include but are not limited to installing multiple lines of silt fence, constructing smallbasins/sediment collection ditches, vegetative strips, tarps, mulching or forms of temporary vegetation. Following initial soildisturbance or re-disturbance, complete permanent or temporary stabilization against erosion due to rain, wind, and runningwater within 7 calendar days on all disturbed or graded areas. This requirement does not apply to those areas that are currentlybeing used for material storage on a daily basis or for those areas on which grading, site building, or other constructionactivities are actively underway. Provide temporary cover on all stacked topsoil piles, and other areas of stockpiled excavatedmaterial in order to prevent soil erosion and rapid runoff during the construction period. Stockpiles can be mulched,covered withpoly or fabric, and or seeded during prolonged exposure. Prolonged periods of open, bare earth without grass cover will not bepermitted. Stabilize all disturbed green-space areas with a minimum of 4" topsoil immediately after final sub-grade completion.Seed and mulch, or sod and protect these areas within 48 hours after completion of final grading work (weather permitting).Stabilize all disturbed areas to be paved using early application of gravel base. Stabilize the normal wetted perimeter of anytemporary or permanent drainage ditch that conveys water from the construction site, or diverts water around the constructionsite, within 200 lineal feet from the property edge, or within 200 feet from the point of discharge to any surface water.Stabilize temporary or permanent drainage ditches within 24 hours of connecting to a surface water. Protect outfalls minimum of200feet down stream and to the side of the discharge point. Additional settling "pots" achieved by filter logs or filtered stickbales staked in the channel will dissipate the water energy. Provide pipe outlets with temporary or permanent energy dissipationwithin 24 hours of connection to a surface water.7. Receiving Waters - It is the contractors responsibility to inspect the site discharge point as well as downstream to the receivingbody of water(pond, lake, stream, etc.) on a regular basis including after each storm event and document if any differences orchanges in normal in discharge and if material is leaving the construction site. If so it shall be documented and removedimmediately. Contractor shall be aware of DNR "water restrictions" during specified fish spawning time frames and all exposedsoil areas that are within 200 feet of the waters edge, and drain to these waters must complete the stabilization activities within24 hours of the restriction period.NOTE: ALL EROSION AND SEDIMENT CONTROL DEVICES WILL BE CHECKED BY THE CONTRACTOR AFTER EACH STORM EVENTAND BE MAINTAINED, OR IMPROVED UPON AFTER EVERY STORM EVENT TO ENSURE ADEQUATE PERFORMANCE.I N S P E C T I O N S - M A I N T E N A N C E - D A I L Y R E C O R D - A M E N D T H E S W P P P L A NContractor must ensure that a trained person will oversee and inspect the construction site at least once every 7 days during activeconstruction and within 24 hours after rainfall events greater that 0.5 inches in 24 hours.. Following an inspection that occurs within24 hours after a rainfall event, the next inspection must be conducted within 7 days after the rainfall event. Note date and time inthe SWPPP documents and name of person doing the inspections. Any changes made as the result of the inspection must bedocumented in the SWPPP.1. Inspect all erosion and sediment control devices, stabilized areas, and infiltration areas on a daily basis until land-disturbingactivity has ceased. Thereafter, inspect at least on a weekly basis until vegetative cover is established. Inspect all erosion andsediment control devices, stabilized areas, and infiltration areas within 24 hours after a rainfall event greater than 0.5 inches in24 hours. Remove accumulated sediment deposits from behind erosion and sediment control devices as needed. Do not allowsediment to accumulate to a depth of more than one-third of the height of the erosion and sediment control devices.Immediately replace deteriorated, damaged, rotted, or missing erosion control devices. Document inspections and dates ofrainfall events. Maintain a written log of all inspection, maintenance, and repair activities related to erosion and sediment controlfacilities. All nonfunctional BMPs must be repaired, replaced, or supplemented with functional BMPs within 24 hours afterdiscovery, or as soon as field conditions allow access.2. All inspections and maintenance activities must be recorded in writing DAILY in a detailed record(notes, photographs, sketches,etc, and kept with the SWPPP.3. Remove all soils and sediments tracked or otherwise deposited onto adjacent property, pavement areas, sidewalks, streets, andalleys. Removal shall be on a daily basis throughout the duration of the construction. Clean paved roadways by shoveling orwet-sweeping. Do not dry sweep. If necessary, scrape paved surfaces in order to loosen compacted sediment material prior tosweeping. Haul sediment material to a suitable disposal area. Street washing is allowed only after sediment has been removedby shoveling or sweeping.4. All soil hauled from the site shall be accounted for and documented in the SWPP. Its final destination and how the soil has beenstored and stabilized.5. Maintain all temporary erosion and sediment control devices in place until the contributing drainage area has been stabilized(hard-surfaced areas paved and vegetation established in green-space). Repair any rilling, gully formation, or washouts. Afterfinal establishment of permanent stabilization, remove all temporary synthetic, structural, and non-biodegradable erosion andsediment control devices and any accumulated sediments. Dispose-of off site. Restore permanent sedimentation basins to theirdesign condition immediately following stabilization of the site.6. Clean sedimentation basins, storm sewer catch basins, ditches, and other drainage facilities as required in order to maintain theireffectiveness. Temporary and permanent sedimentation basins must be drained and the sediment removed when the depth ofsediment collected in the basin reaches 1/2 of the storage volume. Drainage and removal must be completed within 72 hours,or as soon as field conditions allow access.7. Inspect infiltration areas to ensure that no sediment from ongoing construction activities is accumulating. Remove sedimentimmediately ensuring sub-soils are not compacted by machinery.8. Every vehicle shall not track material off-site. Clean the wheels of construction vehicles in order to remove soils before thevehicles leave the construction site. Wash vehicles only on an area stabilized with stone that drains into an approved sedimenttrapping device.9. Reinforce erosion control facilities in areas where concentrated flows occur (such as swales, ditches, and areas in front ofculverts and catch basins) by backing them with snow fence, wire mesh, or stiff plastic mesh reinforcement until paving and turfestablishment operations have been completed. Posts for the reinforcing fence shall be 100 mm (4 inch) diameter wood posts,or standard steel fence posts weighing not less than 0.59 kg (1.3 lbs) per lineal foot, with a minimum length of 762 mm (30inches) plus burial depth. Space posts for the reinforcing fence at intervals of 3 m (10 feet) or less. Drive posts for thereinforcing fence at least 0.6 m (2 feet) into the ground.G E N E R A L S O I L S T A B I L I Z A T I O N :(SEE LANDSCAPE PLAN FOR MORE INFORMATION)Establishment of lawn, prairie/wildflower and/or plant bed areas will be noted on the landscape plan to ensure stabilization of soils,re-staking of sod where applicable, proper watering and mulch maintenance will be required. Inspect seeded or sodded areas on atimely day-to-day basis. In the event of a seeding failure, reseed and re-mulch the areas where the original seed has failed to growand perform additional watering as necessary at no additional cost to the Owner. Special maintenance provisions for wild and prairiegrass seeded areas as noted in the landscape plan. Promptly replace all sod that dries out to the point where it is presumed deadand all sod that has been damaged, displaced, weakened, or heavily infested with weeds at no additional cost to the Owner.In areas to be temporarily seeded, use seed mixture equivalent to MNDOT No. 21-113 (Soil Building Cover Crop). Apply seedmixture at a rate of 110 lb per acre in accordance with MNDOT Standard Spec. 3876-1. For permanent turf stabilization (notsodded) use seed mixture equivalent to MNDOT No. 25-131(Low Maintenance Turf). Apply seed mixture at a rate of 220 lb per acrein accordance with MNDOT Standard Spec. 3876-1. For permanent installations incorporate a fertilizer (slow release type with 10week residual) consisting of 23-0-30 (%N-P-K) into the soil at an application rate of 200 lbs per acre by disking prior to seeding. Inproblematic areas it may be necessary to us a low phosphorus organic fertilizer in cases where seeds may not germinate. If this is thecase, seed and fertilizer shall be disked into the surface and mulched properly to ensure germination and uptake of the Phosphorus bythe seed.For additional reference see MNDOT Standard Spec. Table 3876-1 for season of planting introduced seed mixtures. To ensureadequate germination of the seed the work will be performed as follows:Spring- from April 1 through May 15.Fall- from August 15 to September 20.After September 20, wait until October 30 to perform dormant seeding. Dormant seeding will only be allowed if the maximum soiltemperature at a depth of 25 mm (1 inch) does not exceed 4.44 degrees C (40 degrees F) in order to prevent germination.In seeded areas with slopes steeper than 3:1 and lengths less than 15 meters (50 feet), install biodegradable erosion controlblankets uniformly over the soil surface by hand within 24 hours after seeding in accordance with manufacturers recommendations.Use MNDOT Standard Spec. 3885 Straw 1S, or Wood Fiber 1S type blanket.NOTE: THE PROJECT'S LANDSCAPE PLAN IS PART OF THE SWPP FOR SOIL STABILIZATION. REFERENCES SHALL BE MADE TO THEAPPROVED LANDSCAPE PLAN. AMENDMENTS TO THE LANDSCAPE PLAN SHALL BE APPROVED BY THE OWNER AND DOCUMENTEDAS PART OF THE SWPPG E N E R A L S T O R M W A T E R P O L L U T I O N P R E V E N T I O N :Apply for and obtain the General Storm Water Permit for Construction Activity from the Minnesota Pollution Control Agency.Storm Water Pollution Prevention Plan (SWPPP): The SWPPP includes this narrative, Plan Sheets SP5, SP5.1 and SP6, and the Stormwater Management Calculations. Keep a copy of the SWPPP, all changes to it, and inspections and maintenance records at the siteduring the construction. During the construction process the SWPPP will have to be amended to the changes performed by thecontractor. the owner shall be aware of the amendments prior to changes made in the SWPPP. All notes, photographs, recordeddates, sketches, references, and diagrams will have to be recorded and made available as part of the SWPPP permit.Individual(s) preparing the SWPPP for the project, overseeing implementation of the SWPPP, revising and amending the SWPPP, andat least one individual on the project performing installation, inspection, maintenance, and repairs of BMP's must be trained. Thetraining must be done by a local, state, federal agencies; professional organization; or other entities with expertise in erosionprevention, sediment control, or permanent Storm water management. Training information and those certified must be noted in theSWPPP. Documentation of this information must be included in the SWPPP or made available within 72 hours. All trained individualsmust be identified, including DESIGNER, INSTALLER and INSPECTOR.Responsible Parties: The contractor must designate a person knowledgeable and experienced in the application of erosion preventionand sediment control BMPs who will oversee the implementation of the SWPPP, and the installation, inspection, and maintenance ofthe erosion prevention and sediment control BMPs before and during construction.CONTACT JEFF OSGOODKWIK TRIP INC1626 OAK STREETLACROSSE, WI 54602608-793-5547The owner is responsible for identifying who will have responsibility for the long term operation and maintenance of the permanentstorm water management systems.E R O S I O N C O N T R O L :Apply necessary moisture to the construction area and haul roads to prevent the spread of dust.Contractor shall utilize coarsely ground wood and tree mulches to cover exposed soils. Mulches shall be stored on site tosupplement and use in problem areas during all phases of the construction project.Contractor shall uses star tack or other organic substances in situations to prevent soil from eroding away by wind or rain.Whenever possible contractor shall grade areas of soil to limit potential of erosion, to include tracking perpendicular to fall line ofgrades as well as diverting water flows from problematic areas on the site.Seeding, fiber blankets, poly/tarps or cover mulches, disked mulches and compost can be used to cover temporarily exposed areasfrom wind and rain. Other methods by the contractor shall be documented in the SWPPP.S E D I M E N T C O N T R O L :Inlet Sediment Control Protection Devices:The following area approved Inlet Sediment Control Devices:a. Road Drain Top Slab Model RD 23 (fits rough opening for 2'x3' inlet), Road Drain Top Slab Model RD 27 (fits rough opening for27" inlet), or Road Drain Top Slab Model CG 3067 (fits Neenah Casting with 35-1/4"x17-3/4" dimensions) manufactured by:WIMCO799 Theis DriveShakopee, MN, 55379Phone (952) 233-3055or approved equalb. Silt Sack manufactured by:ACF ENVIRONMENTAL2831 Cardwell RoadRichmond, VA, 23234Phone (800) 448-3636or approved equalc. InfraSafe Sediment Control Barrier. Install geotextile sock on the outside of the barrier in order to trap additional fines.Standard frames are available to fit 24" to 30" diameter and 2'x3' openings.Distributed by:ROYAL ENTERPRISES AMERICA30622 Forest BoulevardStacy, MN, 55079Phone (651) 462-2130or approved equald. Ridge Bag Rock Log. Use rock logs only for curb inlets after pavement is in place.Manufactured by RED BARN RIDGE, 3135County Road 136, Saint Cloud, MN, 35301Phone (320) 253-3744or approved equale. Inflatable drain plugs by Interstate Products www.interstateproducts.com or approved equalRiprap:Place a 450 mm (18 inch) thick layer of MNDOT 3601 Class III riprap onto a 225 mm (9 inch) thick layer of MNDOT 3601.2.Bgranular filter material at locations indicated on the plan in accordance with MNDOT 2511. Install two layers of MNDOT 3733 TypeIV Geotextile fabric beneath the granular filter material. At pipe outfalls configure the installation as shown on MNDOT Standard PlateNo. 3133C for the size of pipe indicated and extend the geotextile fabric under the culvert apron a minimum of 3 feet. For pipesizes smaller than 300 mm (12 inch) diameter, the minimum quantity of riprap and filter blanket shall be no less than that required for300 mm (12 inch) diameter pipes.Silt Fence:Install silt fence along the contour (on a level horizontal plane) with the ends turned up (J-hooks) in order to help pond water behindthe fence. Install the silt fence on the uphill side of the support posts. Provide a post spacing of 1.2 m (4 feet) or less. Driveposts at least 0.6 m (2 feet) into the ground. Anchor the silt fence fabric in a trench at least 152 mm (6 inches) deep and 152 mm(6 inches) wide dug on the up-slope side of the support posts. Lay the fabric in the trench and then backfill and compact with avibratory plate compactor. Make any splices in the fabric at a fence post. At splices, overlap the fabric at least 152 mm (6 inches),fold it over, and securely fasten it to the fence post. Silt fence supporting posts shall be 51 mm (2 inch) square or larger hardwood,pine, or standard T- or U-section steel posts. T- or U-section steel posts shall weigh not less than 1.8602 kg per meter (1.25 lbper lineal foot). Posts shall have a minimum length of 1524 mm (5 feet). Posts shall have projections to facilitate fastening the fabricand prevent slippage. Geo-textile fabric shall meet the requirements of MNDOT Standard Specification 3886 for pre-assembled siltfence, furnished in a continuous roll in order to avoid splices. Geo-textile fabric shall be uniform in texture and appearance and haveno defects, flaws, or tears. The fabric shall contain sufficient ultraviolet (UV) ray inhibitor and stabilizers to provide a minimumtwo-year service life outdoors. Fabric color shall be international orange. In high traffic areas contractor shall reinforce silt fence withwire fencing and metal posts. extreme circumstances will require temporary concrete median sections to support material backing ofstock piled soil or filled earth.Install silt-fence, or other effective sediment controls, around all temporary soil stockpiles. Locate soil or dirt stockpiles containingmore than 10 cubic yards of material such that the down-slope drainage length is no less than 8 m (25 feet) from the toe of the pileto a roadway or drainage channel. If remaining for more than seven days, stabilize the stockpiles by mulching, vegetative cover,tarps, or other means. Control erosion from all stockpiles by placing silt fence barriers around the piles. During street repair, coverconstruction soil or dirt stockpiles located closer than 8 m (25 feet) to a roadway or drainage channel with tarps, and protect stormsewer inlets with silt sacks or staked silt-fence. Do not stock pile soil or material near catch basins or drainage ways.Temporary Rock Construction Entrance:Use 25 mm (1 inch) to 50 mm (2 inch) diameter rock, MNDOT Standard Specification 3137 CA-1, CA-2, CA-3, or equal CoarseAggregate. Place the aggregate in a layer at least 152 mm (6 inches) thick across the entire width of the entrance. Extend the rockentrance at least 15 m (50 feet) into the construction zone. Use a MNDOT Standard Specification 3733 Type V permeablegeo-textile fabric material beneath the aggregate in order to prevent migration of soil into the rock from below. Maintain theentrance in a condition that will prevent tracking or flowing of sediment onto paved roadways. Provide periodic top dressing withadditional stone as required. Close entrances not protected by temporary rock construction entrances to all construction traffic.Temporary Sediment BasinsIn the construction process or if noted on the plan the contractor shall construct temporary sediment basin(s). the basin shall beconstructed before other construction starts. As per general rule the sediment basin shall be sized appropriately to a capacityrelated to the drainage area on a ratio of 3,600 cubic feet of sediment storage per acre of drainage zone entering the basin.Sediment basins shall be fenced if side slope exceed 4:1. Basins shall be inspected after every rainfall even. Sediment shall beremoved at time of 1/2 the wetted volume/depth if filled. Sediment material shall be removed and stabilized. If changes to the basinare made, document and amend the SWPPP.D E W A T E R I N G :If de-watering is required and sump pumps are used, all pumped water must be discharged through an erosion control facility(temporary sedimentation basin, grit chamber, sand filter, up-flow chamber, hydro-cyclone, swirl concentrator, de-watering bag-notless than 100NTU's or other appropriate facility). Contractor shall allow silt and sediment to settle out in sediment basin prior todischarge and leaving the construction site. Proper energy dissipation must be provided at the outlet of the pump system.Discharge clear water only to vegetated areas, and must be discharged in a manner that does not cause nuisance conditions such aserosion in receiving channels or down slope properties. To achieve better separation of the material suspended in the water wheresoils are high in clay content, a biodegradable not toxic flocculent agent may be required.If the contractor determines that de-watering will be necessary, a de-watering plan may have to be submitted to the watershedand/or DNR by the contractor for approval. A trench permit may also have to be submitted and will be the responsibility of thecontractor. Water pumped from the site shall be pumped and treated for water quality per watershed and/or DNR.Wet Basin gravity fed draw down shall be performed with a floating head intake "Faircloth skimmer" or similar device to remove clearun-silted water column in the ponds or temporary basins or excavated areas. Should areas need to be pumped contractor shall use a"Hale floating pump" to drawn down areas below gravity fed inverts.For more information and materials on de-watering go to by Interstate Products www.interstateproducts.comwww.haleproducts.com and www.fairclothskimmer.comDRAWN BYSCALEPROJ. NO.FAX (608) 781-8960PH. (608) 781-8988LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.DATESHEETDESCRIPTIONDATENO.3 1 3 1 F e r n b r o o k L a n e N o r t h , S T E 260P l y m o u t h M i n n e s o t a 5 5 4 4 77 6 3 . 3 8 3. 8 4 0 0f a x 7 6 3 . 3 8 3 . 8 4 4 0SITE PLANNING LANDSCAPE ARCHITECTUREINC.INTERNAL REVIEW22APR25-SignedDate XXXXXXXRobert J. MuellerReg. No. 19306I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision, and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.GRAPHIC22-126604-25-22CONVENIENCE STORE 1266
LINO LAKES, MINNESOTA
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INSITES 22-009 PM J.V.SUBMITTAL22MAY05-ROW WAY/SITE SHIFT22MAY20-CITY COMMENTS22JUN27-
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WITH *RA'IN* CONTRACTOR. RE3/ACE WITH CO03ACTE' TO3SOI/.A// AREAS TO %E /AN'SCA3E' AN' SO''E' SHA// %E *RA'E' S0OOTH AN' EVEN. /AN'SCA3E CONTRACTOR IS RES3ONSI%/E FOR SO''IN* A// AREAS WHICH ARE 'IST8R%E' %< CONSTR8CTION INC/8'IN*A// R.O.W. AN' A'-ACENT 3RO3ERTIES. /AN'SCA3E CONTRACTOR IS RES3ONSI%/E FOR 3ROVI'IN* %/AN.ET ON A// SEE'E' AREAS THAT ARE S/O3E'. 08/CHA33/ICATION FOR A// OTHER SEE'E' AREAS SHA// %E EITHER H<'RO08/CH OR 'IS.E' STRAW 'E3EN'IN* ON SEE' T<3EA33/ICATION AN' OWNER RE48EST. /AN'SCA3E CONTRACTOR TO INSTA//
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LINO LAKES, MINNESOTA
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RIM:892.59INV:875.49RIM:891.98INV:874.89RIM:890.69INV:873.7910" PVC
10" PVC16" DIPWETLAND 893892.5894895896897898898899900901900904894902900901902903904899898897896897898899901.5891 900902904904905892890889 NWL882894894EXISTING TREES TO REMAIN
EXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAIN884886888892
25.0'MIN. BUFFERWIDTH50'BUFFERWIDTH894894
903902901900903902903STORMWATER WET BASINNWL = 889.00100-YR HWL = 891.93PERMANENT POOL VOL. REQ'D = 32,749 CFPERMANENT POOL VOL. PROVIDED =34,724 CFNOTES:- CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL R.O.W.- LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITIES WHICH MAY EFFECT HIS WORK.- LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS AT SITE AND COMPLETE HIS WORK PER OWNERS CONSTRUCTION SCHEDULE.- ALL PLANT MATERIALS SHALL BE GUARANTEED ONE (1) FULL YEAR UPON TOTAL COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIMEREPLACEMENT AT APPROPRIATE TIME OR UPON REQUEST OF OWNER.- REPLACEMENT TOPSOIL SHALL BE CLEAN, FREE OF STONES, WEEDS, AND OTHER UNDESIRABLE DEBRIS.- PLANTING SOIL MIX (INCIDENTAL COST ITEM) 1. MIX 1 LB. 5-20-20 COMMERCIAL FERTILIZER PER CU. YD. TOPSOIL 2. THOROUGHLY MIX 1-PART SAND AND 1-PART PEAT MOSS WITH 5-PARTS FERTILIZER AND TOP SOIL.- USE PLANTING SOIL AT ALL LOCATIONS PER DETAILS THIS SHEET.- LANDSCAPE CONTRACTOR SHALL VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.- SOD SHALL BE CULTURED WITH PREDOMINATELY KENTUCKY BLUEGRASS SEED OF RECENT DISEASE RESISTANT INTRODUCTIONS. NO GUARANTEE ONSOD EXCEPT ANY SOD NOT SATISFACTORY AT TIME OF COMPLETION INSPECTION SHALL BE PROMPTLY REPLACED PRIOR TO COMPLETION OF JOB.STAKE SOD ON SLOPES 3:1 AND GREATER.- WHERE EXISTING CONCRETE/ ASPHALT AREAS ARE TO BE REPLACED WITH LANDSCAPING, PROVISIONS SHOULD BE TAKEN TO COORDINATEEXCAVATION OF SUBSOIL TO A DEPTH OF 2' WITH GRADING CONTRACTOR. REPLACE WITH COMPACTED TOPSOIL. ALL AREAS TO BE LANDSCAPED ANDSODDED SHALL BE GRADED SMOOTH AND EVEN.- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SODDING ALL AREAS WHICH ARE DISTURBED BY CONSTRUCTION INCLUDING ALL R.O.W. ANDADJACENT PROPERTIES.- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALL OTHERSEEDED AREAS SHALL BE EITHER HYDROMULCH OR DISKED STRAW DEPENDING ON SEED TYPE, APPLICATION, AND OWNER REQUEST.- LANDSCAPE CONTRACTOR TO INSTALL 'VALLEY VIEW', "BLACK DIAMOND" EDGING AROUND ALL PLANTING BEDS AS SHOWN ON THIS PLAN.- ALL MULCH TO BE FINELY SHREDDED HARDWOOD ORGANIC BARK MULCH. NO DYED MULCHES. INSTALL 4" DEPTH. NO FILTER FABRIC BENEATHORGANIC MULCHES. NO EDGING AROUND ALL TREES OUTSIDE SHRUB BEDS.- IF SPECIFIED; ALL GRAVEL MULCH SHALL BE 1"+ DIA. WASHED "RIVER ROCK". INSTALL 4" DEPTH WITH APPROVED WEED FABRIC BARRIER IF INDICATEDPLAN.- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION SYSTEM INSTALLATION PER IRRIGATION PLAN. DESIGN SHALL BE APPROVED BY OWNERPRIOR TO INSTALLATION. IRRIGATION DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD AND/ OR PLANTINGS, FROM CURB TO CURB.R.O.W. SHOULD BE IRRIGATED FROM SPRINKLER HEADS LOCATED WITHIN PROPERTY BOUNDARY. CARE SHOULD BE TAKEN IN VICINITY OF ALL WALKSAND DRIVES TO MINIMIZE OVER SPRAY. COORDINATE INSTALLATION OF ALL PVC SLEEVE UNDER DRIVE AREAS WITH GENERAL CONTRACTOR.- LANDSCAPE CONTRACTOR SHALL CLEAN ALL PAVEMENT AREAS AFTER ALL LANDSCAPE INSTALLATION IS COMPLETE AND ACCEPTED BY OWNER ANDDAILY AS DEEMED NECESSARY BY THE CITY.- GENERAL CONTRACTOR TO SWEEP PAVEMENT AREAS PRIOR TO TURN OVER TO OWNER.COMPACT UNDER ROOT BALLBROKEN BRANCHESLOOSEN ROOT MASSFINISH GRADE1" ABOVE EXISTING GRADECOMPACTED SUBGRADEPLANTING SOILSET CROWN OF ROOT BALL REMOVE DEAD AND4" DEPTH MULCHREMOVE BURLAP. AND WIRE BASKET UNDER ROOT BALLCOMPACTED SUBGRADECOMPACT SOIL BROKEN BRANCHESTREE WRAP - STAKING & GUYING FALL PLANTING ONLY1" ABOVE EXISTING GRADESET CROWN OF ROOT BALL 4" DEPTH MULCHFINISH GRADEAS NEEDEDDO NOT CUT MAIN LEADERREMOVE DEAD ANDMAINTAIN NATURAL TREE FORM.BROKEN BRANCHES,DO NOT CUT MAIN LEADER,REMOVE DEAD AND(NO MULCH AGAINST TRUNK)DRAWN BYSCALEPROJ. NO.FAX (608) 781-8960PH. (608) 781-8988LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.DATESHEETDESCRIPTIONDATENO.3 1 3 1 F e r n b r o o k L a n e N o r t h , S T E 260P l y m o u t h M i n n e s o t a 5 5 4 4 77 6 3 . 3 8 3. 8 4 0 0f a x 7 6 3 . 3 8 3 . 8 4 4 0SITE PLANNING LANDSCAPE ARCHITECTUREINC.INTERNAL REVIEW22APR25-SignedDate XXXXXXXRobert J. MuellerReg. No. 19306I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision, and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.GRAPHIC22-126604-25-22CONVENIENCE STORE 1266
LINO LAKES, MINNESOTA
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INSITES 22-009 PM J.V.SUBMITTAL22MAY05-ROW WAY/SITE SHIFT22MAY20-CITY COMMENTS22JUN27-L1.1LANDSCAPE PLANKnow what'sbelow.before you dig.CallRPLOTTING NOTE: PLANS PLOTTED TO 11x17SHEET SIZE ARE 12 SCALE-400204080NORTHSCALE:1" = 40'1"=80'10' AQUATICEMERGENTBENCHSTORMWATERWET BASIN10' AQUATIC EMERGENT BENCH. USE AN EQUAL DISTRIBUTION OF EACH SPECIES.OVER SEED WITH MN STATE SEED MIX 34-262 WET PRAIRIE (OR APPROVED EQUAL).PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES.602 SY10' AQUATIC EMERGENT BENCH NOTESNATIVE PLANTS, PLANTING AND TRANSPLANTINGA. Native planting shall not commence until planting areas have been properly amended and prepared.B. The site shall be free from all weeds and invasive plant species.C. Install plugs in the 10' aquatic bench @ 4' O.C.D. Over seed pond slopes and bench immediately after pond grades are established and plugs are installed. Use a wetland seed mixfor the bench and a restoration seed mix for the pond slopes. Maintain planted areas until they are established.E. All emergent plants shall be saturated with water. Installation shall be at or below the water line a maximum 12" depth.PLUG4" POTEleocharis palustrisSPIKE RUSH1' - 3'113PLUG4" POTSchoenoplectus acutusHARDSTEM BULRUSH4' - 9'113PLUG4" POTSchoenoplectus tabernaemontaniSOFT STEM BULRUSH3' - 5'113QUANTITYHEIGHTEMERGENT PLANT SPECIESSEED SPEC: FALL SEEDING IS PREFERABLE (AUG. 20 TO OCT. 20). SPRING SEEDING SHOULD BE BETWEENMARCH 15- MAY 15. NO SUMMER SEEDING.MN STATE SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR APPROVED EQUAL).PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES.4110 SYSEEDSEED
10" PVC
(PUBLIC ROAD)(PUBLIC ROAD)16" DIP
16" DIP
1
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"
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W.P.
NOPARKINGHCACCESSIBLEZONECARWASHNOPARKINGLOADINGZONE
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ZONEcar wash stackingAIR ACCESS AISLE30' VISION TRIANGLEXER
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XERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONCONVENIENCESTOREFFE=904.0CAR WASHFFE=903.33939.9499999990090903909999009090090490PAVE0ENT F/8SH903.90.90.903.903903.903.904904903903904.9009490909090490090909039049999999999009090PAVE0ENT F/8SHPAVE0ENT F/8SHPAVE0ENT F/8SHPAVE0ENT F/8SH90.C * F/8SH W/ *RA'EC * F/8SH W/ *RA'E904904904.90390490.90.903904EXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINDISCPADXFMRPAD90390903909090090490909090490.90490390903903903TREE PRESERVATION:For areas that are not environmentally sensitive (Non-ESA)TREE PRESERVATION FOR %ASIC 8SE AREA:Trees removed Zithin Easic use area that are dEh and over do not have to Ee reSlacedNumEer oI trees removed in Easic use area: 40Note: E[istinJ trees to remain are draZn to scale and are in JreenTREE PRESERVATION O8TSI'E OF %ASIC 8SE AREATree location not Zithin Easic use area: tree to Ee reSlaced Ser tree removed iI the tree is -dEh. trees to Ee reSlaced Ser tree removed iI the tree is over dEhNo trees Zere removed outside oI the Easic use area thus no trees Zill Ee reSlaced Ior this area.For areas that are a Natural Resource Corridor Enhancement Area / Natural Resource Protected Area:TREE PRESERVATION O8TSI'E OF %ASIC 8SE AREAII a tree is removed outside oI the Easic use area Ior every tree - dEh removed reSlace Zith trees and Ior every tree over dEh removed reSlace Zith 3 trees.CA/C8/ATIONSTrees removed:- dEh: T%' - ZaitinJ Ior an additional surveyover dEh: T%' - ZaitinJ Ior an additional surveyTrees to Ee reSlaced: T%''RAWN %<SCA/EPRO-. NO.FAX (608) 781-8960PH. (608) 781-8988LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.'ATESHEET'ESCRIPTION'ATENO.3 1 3 1 F e r n b r o o k L a n e N o r t h , S T E 260P l y m o u t h M i n n e s o t a 5 5 4 4 77 6 3 . 3 8 3. 8 4 0 0f a x 7 6 3 . 3 8 3 . 8 4 4 0SITE PLANNING LANDSCAPE ARCHITECTUREINC.INTERNA/ REVIEWAPR-SiJned'ate ;;;;;;;RoEert -. 0uellerReJ. No. 930I hereEy certiIy that this Slan sSeciIication orreSort Zas SreSared Ey me or under my directsuServision and that I am a duly licensed/andscaSe Architect under the laZs oI theState oI 0innesota.*RAPHIC-04--CONVENIENCE STORE 1266
LINO LAKES, MINNESOTA
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INSITES -009 P0 -.V.S8%0ITTA/0A<0-ROW WA</SITE SHIFT0A<0-CIT< CO00ENTS-8N-L2.2TREE PRESERVATION PLANKnow what'sbelow.before you dig.CallRP/OTTIN* NOTE: P/ANS P/OTTE' TO [SHEET SI=E ARE SCA/E-0NORTH300=0
SCA/E: = 30
30 A// TREES WITHIN %ASIC8SE AN' 'IST8R%E' AREAS TO %E RE0OVE'
POB POINT A75.0ACCESS OPENING120.0 5050
50
75.0
STREET AND UTILITY EASEMENT PERDOC. NO. 993102. AS SHOWN ONANOKA COUNTY HALF SECTION MAP.20
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R=1041.74
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892.8892.2892.4896.2900.5901.8902.1902.0901.4902.4902.4902.8903.5902.1904.9904.9904.5903.1 903.0 904.8903.8903.7904.5885.8WL1-50
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2012022052032042242252262232132122112102092082792922752832962952872982972892912902941692991708911682932732842741711721731741761758358348308298318338323008152768278328288408448468261771781793011801658958948938968921671661631649008991308988971261271281291591601611821811621841831851861561551541571581341331381371361351401311321873461881891901531521941951491481501511461451471421411981992003533543573523513503493483473443433413421911921933704104094084074064054264274043653663593603633584284293644194214224234344334324354364314304374434444454464474544554564574594584604614624634644654664674684694702000900.92TRAV 2001895.74TRAV895.8902.82877876875874872873871 867868870 869 859860861862865866864863277285286282288270 272281278280271
882.9880881882883 855259 258257260261250 238245246825253254255256251252 243242241240239824848847849850248249853852851247823822821820819818816817217218219215214220221222232233236235234237229230228227206207216902.682642632528548858868873078883113103083093128843138793143153163253263293283273303313323333033043028363053063343353393383373403743363783773753763723713734003993984013693673684034023973903953964114124133943933833823813803793843893923913243173188783193203233223213853873883864184244204174164154148908398388378892210904.52TRAV425439438440441442451450449448452453 9000888.77BASEFNDIP19828908.5907.8 907.2 903.8FNDIP19828903.9FNDIP19828904.8904.8 904.9FNDIP19828902.7
889.1FNDR/
WMON
886.0FNDIP41578
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FNDIP19828 888.4889.889
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907.1903.0902.9903.6904.3885.3WL1-20
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886.0WL1-38
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886.2WL1-42
885.8WL1-43887.0WL1-44
886.4WL1-45
886.1WL1-46
886.5WL1-47
886.6WL1-48
885.8WL1-49
RESTRICTED ACCESS PER DOC. NO. 1314226 894.5893.5893.1 893.2 892.1892.8893.0891.5892.3 892.4892.2891.9891.4891.2891.3890.6
889.1890.5890.6890.7890.9891.7891.7891.6892.2892.6892.9893.0894.0894.8895.8896.5897.7900.5901.0901.5 SIG-POLE901.4900.7 901.0900.8901.1901.0 900.5901.2 900.8 900.3 899.6 898.6897.9897.5897.0896.3895.2892.9892.8 892.9893.3894.0895.3896.2896.8897.5898.9900.0901.1901.7901.6901.6902.1901.7902.6902.3902.6903.0903.4903.7904.0904.3904.7905.0905.5905.9906.3906.7907.0907.5907.6907.9908.1 905.3 907.5908.4 909.5908.6905.7905.5 905.4905.3 907.9 907.3905.2905.2 905.0905.3 905.1 907.4904.4904.6 903.9904.1906.6 905.7904.4903.3904.2 903.1 902.9906.4906.9907.0907.0907.1907.4907.7908.0907.8907.6 908.1908.7908.8907.9 907.3 906.7 905.9 905.8906.5907.4 906.8906.2905.6905.0 905.0905.3905.1 905.8 905.1904.1 904.0 903.3 902.3902.4 902.5902.5902.5902.0SIG-POLE 901.9901.5901.9 901.5901.5 SIG-POLE901.6901.1900.7900.6892.3 892.2892.5891.4890.7890.6891.1890.7891.1891.2891.1
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HIGHWAY EASEMENT PER DOC. NO. 1314226 64
74
STREET AND UTILITY EASEMENTPER DOC. NO. 1370241TRANSMISSION LINE EASEMENT PERDOC. NO. 1853907 TRANSMISSION LINE EASEMENTPER DOC. NO. 1853907NORTH LINE OF THENW 1/4 OF SEC. 30,T. 31, R. 22CENTERLINE OF C.S.A.H. NO. 2311 9(PUBLIC ROAD)1110SOUTHERLY LIMITS OF TREE INVENTORY
EDGE OF WETLANDDELINEATION BY JACOBSON ENVIRONMENTAL(PUBLIC RIGHT OF WAY.STREET NOT BUILT)POND
PONDWEST LINE OF GOV. LOT 1CORPORATE LIMITSOF THE CITY OF LINO LAKESWETLAND
SOUTH LINE OF GOV. LOT 1
(PUBLIC ROAD)1.31.61.9
16.63.80.6 5.5 (PUBLIC ROAD)74
CENTERLINE OF C.S.A.H. NO. 23
CATCH BASINSFILLED WITH SNOW RIM:892.28INV: 886.03RIM:892.90INV: 885.95RIM:893.04INV: 885.90RIM:893.06INV: 885.81RIM:890.74INV: 884.04RIM:889.96INV: 883.46RIM:889.67INV: 883
.27
50 64
RIM:891.60INV:876.40
RIM:892.59INV:875.49
RIM:891.98INV:874.89RIM:890.69INV:873.79(PUBLIC ROAD)10" PVC10" PVC16" DIP16" DIP 16" DIP48" RCPFENCE NORTHOF LINE
EXISTINGGAS LINE
2
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2 902904 904 902 902904902 902902900898
904904904902900898896 900900900898 896898896 894894896894 892892902904906
E3
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ECEXISTING CONDITIONSPLOTTING NOTE: PLANS PLOTTED TO 11x17SHEET SIZE ARE 12 SCALE-0NORTH1002001"=200'SCALE:1" = 100'100 50DRAWN BYSCALEPROJ. NO.)AX 6 1- 6P+ 6 1- LACROSSE, :I 62-211626 OAK STREETPO %OX 21K:IK TRIP, IQFDATESHEETDESCRIPTIONDATENO.INTERNAL REVIEW25APR22-GRAPHIC22-126604-25-22CONVENIENCE STORE 1266
LINO LAKES, MINNESOTA
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INSITES 22-009 PM J.V.SUNDE ENGINEERING, PLLC.10830 NESBITT AVENUE SOUTHBLOOMINGTON, MINNESOTA 55437(952) 881-3344 TELEPHONE(952) 881-1913 FAXwww.sundecivil.comSundeEngineering, PLLC.SUBMITTAL05MAY22-DRAINAGE AREA MAP
POINT A75ACCESS OPENING120.05050
5075
STREET AND UTILITY EASEMENT PERDOC. NO. 993102. AS SHOWN ONANOKA COUNTY HALF SECTION MAP.20
20
5039393
9
39 3960 60 Δ=30° 02'14"R=818.51429.10S41°07'40"E109.40 S11°05'26"E393.10Δ=28° 34'35"R=1041.74519.57273.3660.00 RESTRICTED ACCESS PER DOC. NO. 1314226HIGHWAY EASEMENT PER DOC. NO. 1314226 6474STREET AND UTILITY EASEMENTPER DOC. NO. 1370241TRANSMISSION LINE EASEMENT PERDOC. NO. 1853907 TRANSMISSION LINE EASEMENTPER DOC. NO. 1853907NW 1/4 OF SEC. 30,T. 31, R. 22CENTERLINE OF C.S.A.H. NO. 2311 9(PUBLIC ROAD)1110SOUTHERLY LIMITS OF TREE INVENTORY
EDGE OF WETLAND
DELINEATION BY JACOBSON ENVIRONMENTAL(PUBLIC RIGHT OF WAY.STREET NOT BUILT)POND
PONDWEST LINE OF GOV. LOT 1CORPORATE LIMITSOF THE CITY OF LINO LAKESWETLAND
SOUTH LINE OF GOV. LOT 1
(PUBLIC ROAD)
1.3
1.6
1.9 16.63.80.6 5.5 (PUBLIC ROAD)74CENTERLINE OF C.S.A.H. NO. 23RIM:892.28INV: 886.03RIM:892.90INV: 885.95RIM:893.04INV: 885.90RIM:893.06INV: 885.81RIM:890.74INV: 884.04RIM:889.96INV: 883.46RIM:889.67INV: 883.2750 64
RIM:891.60INV:876.40
RIM:892.59INV:875.49
RIM:891.98INV:874.89RIM:890.69INV:873.79(PUBLIC ROAD)10" PVC10" PVC16" DIP16" DIPFENCE NORTHOF LINE
EXISTING
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2
EXISTINGGAS LINE
2 902904 904 902 902904902 902902900898904904904902900898896 900900900898 896898896 894894896894 892892904906225170891893896892900898897129160182184183185154134137140132187346188152194149148150151146145147142141198199200353357352351350348191192193427404365366360363428429364421423434433432435436431430437443444445446447454455456457459458460461462463464465466467468469470862241221222235234229228367368321385386416414425439438440441442451450449448452453W.P.NOPARKINGHCACCESSIBLEZONECARWASHNOPARKINGLOADINGZONE NOPARKINGHCACCESSIBLEZONEcar wash stacking AIR ACCESS AISLE30' VISION TRIANGLE 40' BUILDING SETBACK XERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONCONVENIENCESTOREFFE=904.0CAR WASHFFE=903.33 893 892.5894895896897898899900901903902898899900901900904902903.5 901.5902.5 903.5 903903.5 903.5904 90490390310" RED OAK13" RED OAK7" RED OAK 5" RED OAK 5" RED OAK19" RED OAK7" QUAKING ASPEN6" RED OAK7" BURR OAK 8" RED OAK16" RED OAK12" RED OAK6" BUR OAK 7" RED OAK19" RED OAK7" RED OAK7' RED OAK 15" RED OAK7" RED OAK 8" RED OAK 7" RED OAK8" RED OAK904.5 900 89410" CHERRY 902902902904 900901902903904 899 898 897 896897898899900902901901.5904904904.5 903904 902.5 902.5903
891900902904 904905
892
890
889 NWL882
894894EXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAIN EXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINDISCPADXFMRPAD
884
886
888
89225.0'MIN. BUFFERWIDTH
50'
BUFFERWIDTH8948946" CHERRY 8" QUAKING ASPEN6" RED OAK13" RED OAK XXXX11" RED OAK7" RED OAK6" RED OAK12" RED OAK6" RED OAK8" RED OAK 6" QUAKING ASPEN7" QUAKING ASPEN8" QUAKING ASPEN 7" QUAKING ASPEN8" QUAKING ASPEN8" QUAKING ASPEN 8" QUAKING ASPEN5" QUAKING ASPEN 8" QUAKING ASPEN 16" RED OAK13" RED OAK6" RED OAK 6" GREEN ASHXXXX13" RED OAK13" RED OAK8" SIBERIAN ELM9" RED OAK12" CHERRY8" QUAKING ASPEN6" QUAKING ASPEN 8" RED OAK10" CHERRY7" QUAKING ASPEN6" QUAKING ASPEN6" QUAKING ASPEN7" QUAKING ASPEN10" RED OAK6" QUAKING ASPEN7" QUAKING ASPEN7" QUAKING ASPEN6" QUAKING ASPEN 7" QUAKING ASPEN 8" QUAKING ASPEN7" RED OAK 7" QUAKING ASPEN8" QUAKING ASPEN9" QUAKING ASPEN6" QUAKING ASPEN8" RED OAK13" COTTONWOOD7" QUAKING ASPEN7" QUAKING ASPEN7" QUAKING ASPEN8" QUAKING ASPEN 6" QUAKING ASPEN 8" QUAKING ASPEN10" RED OAK 8" QUAKING ASPEN8" QUAKING ASPEN8" QUAKING ASPEN6" CHERRY 6" CHERRY7" QUAKING ASPEN6" RED OAK6" RED OAK6" QUAKING ASPEN10" RED OAK16" RED OAK 7" RED OAK 22" RED OAK8" QUAKING ASPEN6" QUAKING ASPEN7" QUAKING ASPEN6" WHITE OAK6" WHITE OAK12" RED OAK16" RED OAK15" RED OAK17" RED OAK7" RED OAK10" RED OAK10" RED OAK 11" RED OAK12" RED OAK16" RED OAK 7" RED OAK10" RED OAK 8" RED OAK7" RED OAK9" QUAKING ASPEN9" QUAKING ASPEN7" QUAKING ASPEN8" QUAKING ASPEN6" RED OAK8" RED OAK10" RED OAK13" RED OAK12" RED OAK 10" RED OAK11" RED OAK6" RED OAK6" RED OAK6" BLACK CHERRY6" HACKBERRY18" RED OAK 7" RED OAK11" BUR OAK11" RED OAK10" RED OAK6" BLACK CHERRY7" CHERRY10" RED OAK19" RED OAK 7" RED OAK10" RED OAK 14" BUR OAK 7" RED OAK NEW CB5 RIM 902.30 NEW CB6 RIM 902.30 NEW CB3 RIM 896.00 NEW CB7 RIM 902.50 NEW CB8 RIM 902.05 NEW CB2 RIM 899.50 TRENCH DRAIN 1 RIM 903.05 NEW CB4 RIM 896.00 NEW 18" CMP VARIABLEHEIGHT SLOTTED DRAIN RIMQ 893.75, RIMV 893.50 NEW MH9 RIM 903.25 NEW APRON10 INV. 889.00 NEW APRON 2 INV. 902.0
NEW APRON11
INV. 885.00
NEW CB11 RIM 892.6 NEW VAULT ACCESS RIM 901.00
NEW OUTLET STRUCTURE1
SEE DETAIL SHEET SP3.2
NEW APRON12
INV. 888.50
NEW MH10RIM 902.90 INV. 895.15INV. 896.30 INV. 890.87INV. 895.50INV. 898.05 INV. 890.40 INV. 891.40INV.Q 891.56, INV.V 891.05INV. 899.05INV. 890.19SEE DETAIL INV. 886.0INV. 894.03903 902903902901900904905906905904902.511" BURR OAK18" BURR OAK904 903905903 90390290316" RED OAK8" RED OAK8" QUAKING ASPEN7" QUAKING ASPEN7" RED OAK8" QUAKING ASPEN7" QUAKING ASPEN6" QUAKING ASPEN6" QUAKING ASPEN7" QUAKING ASPEN7" QUAKING ASPEN6" QUAKING ASPEN7" QUAKING ASPEN6" CHERRY6" CHERRY 8" RED OAK6" RED OAK10" RED OAK16" RED OAK16" RED OAK17" RED OAK15" RED OAK7" WHITE OAK10" RED OAK 11" RED OAK16" RED OAK 10" RED OAK11" BUR OAK11" RED OAK 6" RED OAK12" BUR OAK20" RED OAK10" RED OAK7" QUAKING ASPEN8" QUAKING ASPEN6" GREEN ASH9" RED OAK12" CHERRY12" RED OAK 7" QUAKING ASPEN7" QUAKING ASPEN 7" QUAKING ASPEN8" QUAKING ASPEN6" RED OAK8" RED OAK6" RED OAK10" RED OAK6" CHERRY6" HACKBERRY10" RED OAK10" RED OAK9" RED OAK10" RED OAK 7" RED OAK7" CHERRY 6" CHERRY14" BUR OAK TRENCH DRAIN 2 RIM 903.05INV. 899.05 NEW APRON 1 INV. 901.575 LF 10" PVC @ 1.0%(48" BURY OR INSULATE PIPE)20 LF 6" PVC @ 1.0%(48" BURY OR INSULATE PIPE)13 LF 4" PVC @ 1.0% (TYP)(48" BURY OR INSULATE PIPE)50 LF 8" PVC @ 1.0%(48" BURY OR INSULATE PIPE)25 LF 4" PVC @ 1.0%(48" BURY OR INSULATE PIPE)20 LF 4" PVC @ 1.0%(48" BURY OR INSULATE PIPE)20 LF 6" PVC @ 1.0%(48" BURY OR INSULATE PIPE)10 LF 8" PVC @ 1.0%(48" BURY OR INSULATE PIPE)36 LF 8" PVC @ 1.0%(48" BURY OR INSULATE PIPE)16 LF 6" PVC @ 1.0%(48" BURY OR INSULATE PIPE)53 LF 8" PVC @ 1.0%(48" BURY OR INSULATE PIPE)86 LF 6" PVC @ 1.0%(48" BURY OR INSULATE PIPE)71 LF 8" PVC @ 1.0%(48" BURY OR INSULATE PIPE)14 LF 6" PVC @ 1.0%(48" BURY OR INSULATE PIPE)30 LF 6" PVC @ 1.0%(48" BURY OR INSULATE PIPE)64 LF 8" SCH 40 PVC @ 1.0%(48" BURY OR INSULATE PIPE)39 LF 6" SCH 40 PVC @ 1.0%(48" BURY OR INSULATE PIPE)16 LF 6" PVC @ 1.0%(48" BURY OR INSULATE PIPE)23 LF 8" PVC @ 1.0%(48" BURY OR INSULATE PIPE)6'X8'X40' CONCRETE OIL/GRIT VAULTVAULT BOTTOM = 885.50INV. IN = 889.50INV. OUT = 889.50 78 LF 12" H.D.P.E. @ 1.47%184 LF 12" H.D.P.E. @ 1.4%157 LF 24" H.D.P.E. @ 0.3%204 LF 12" H.D.P.E. @ 2.5%102 LF 12" H.D.P.E. @ 2.50%30 LF 30" H.D.P.E. @ 0.7%98 LF 30" H.D.P.E. @ 0.7%81 LF 30" H.D.P.E. @ 0.6%40 LF 18" H.D.P.E. @ 1.3%51 LF 18" CMP @ 1.0%77 LF 18" RCP @ 0.65%
38 LF 12" H.D.P.E. @ 1.3%
18" CMP BEND79 LF 12" H.D.P.E. @ 1.4%59 LF 18" CMP @ 0.3%
EOF 893.0
8 LF 8" PVC @ 1.0%(48" BURY OR INSULATE PIPE)
STORMWATER WET BASIN
NWL = 889.00
100-YR HWL = 891.93
PERMANENT POOL VOL. REQ'D = 32,075 CF
PERMANENT POOL VOL. PROVIDED =34,724 CF
1
2 34567 910a121411118a8b13
15
1617
18 10b
PCPROPOSED CONDITIONSPLOTTING NOTE PLANS PLOTTED TO 11[17SHEET SI=E ARE 12 SCALE-0NORTH601201"=120'SCALE 1" = 60'60 30DRAWN BYSCALEPRO-. NO.)A; 6 1- 6P+ 6 1- LACROSSE, :I 62-211626 OAK STREETPO %O; 21K:IK TRIP, IQFDATESHEETDESCRIPTIONDATENO.INTERNAL REVIEW25APR22-GRAPHIC22-126604-25-22CONVENIENCE STORE 1266
LINO LAKES, MINNESOTA
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INSITES 22-009 PM -.V.SUNDE ENGINEERING, PLLC.10830 NESBITT AVENUE SOUTHBLOOMINGTON, MINNESOTA 55437(952) 881-3344 TELEPHONE(952) 881-1913 FAXwww.sundecivil.comSundeEngineering, PLLC.SUBMITTAL05MAY22-CITY COMMENTS20MAY22-DRAINAGE AREA MAP