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Agenda Packets - 2015/01/05 (2)
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Agenda Packets - 2015/01/05 (2)
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1/28/2025 4:45:46 PM
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MV Commission Documents
Commission Name
City Council
Commission Doc Type
Agenda Packets
MEETINGDATE
1/5/2015
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City Council Document Type
City Council Packets
Date
1/5/2015
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Staff Report <br /> <br />Assessment Considerations for Mustang Drive Pavement Rehabilitation and Drainage Improvements <br />Projects <br />To: City of Mounds View – Honorable Mayor and City Council Members <br />From: Cristina Mlejnek <br />December 30, 2014 <br /> <br />Background: <br />Mustang Drive/Mustang Circle is a dead-end local municipal street segment located off <br />Old Highway 8 in the southernmost part of Mounds View. This street segment serves eleven <br />industrial and commercial properties in the Mounds View Industrial Parks No. 1-3 and <br />Midway Industrial plat additions. Many of these properties have large numbers of semi- <br />truck traffic entering and exiting Mustang Drive/Circle and include freight distribution <br />centers. Maintaining access to and limiting interruptions for these properties during <br />construction is important and may require a phased approach. <br />Pavement Improvements <br />Mustang Drive is approximately 1,550 feet in length and Mustang Circle is approximately <br />610 feet in length with a 135-foot diameter cul-de-sac. Both segments have concrete curb <br />and gutter (Mn/DOT Design 8618) with a bituminous pavement surface measuring 36-feet <br />wide (lip-to-lip of gutter). Mustang Drive was originally constructed in 1974 and Mustang <br />Circle in 1979. Maintenance includes a seal coat in 1994 and pothole patching and skim <br />coating. The current pavement is in poor condition with significant surface patching, <br />potholes, and moderate to high severity traverse cracking. Curb and gutter is in fair to <br />good condition. <br />In late 2011, American Engineering Testing, Inc. (AET) performed geotechnical and <br />pavement evaluation services on behalf of the City for Mustang Drive/Circle. AET's ten <br />pavement cores showed bituminous pavement thickness ranging from 4.25 to 7.5 inches <br />and found stripping at multiple layer interfaces. AET recommended a pavement <br />rehabilitation design (10-ton, 20-year ESAL of 2,000,000) as follows: <br />1. Mill bituminous surface to a depth of 3 inches; <br />2. Perform stabilized full depth reclamation to a depth of 6 inches asphalt/aggregate <br />base; <br />3. Place 3.5 inches of bituminous wearing course in 2 lifts (Mix SPWEB440F). <br /> <br />AET provided an alternative design option for Mustang Circle due to its better condition <br />than Mustang Drive: <br />1. Mill bituminous surface to a depth of 3 inches; <br />2. Place 3 inches of bituminous wearing course in 2 lifts. <br /> <br />There may be some sections of curb and gutter needing replacement or correction, <br />however, the majority of curb and gutter is expected to remain undisturbed. <br />
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