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<br /> SOUTHERN GATEWAY (THE VILLAGE LLC) 02/19/2018 <br />REVISED TRAFFIC STUDY <br />CITY OF SAINT ANTHONY <br />WSB PROJECT NO. 2170-300 PAGE 20 <br />Figure 12: Level of Service Ranges for Signalized and Un-signalized Intersections <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Existing Level of Service Summary <br /> <br />Table 5 - 2016 Existing Conditions shown below, summarizes the existing LOS at the <br />primary intersections and driveways in the study area assuming the current lane geometry, <br />traffic control and 2016 traffic volumes. The analysis results show that all intersection and <br />driveways are operating at an overall LOS C or better during both the weekday AM and PM <br />peak hours except the intersection of St Anthony Blvd at New Brighton Blvd which is <br />operating at a LOS D during the PM Peak Hour. All movements are also operating at LOS C <br />or better, except the following which are at LOS D or worse: <br /> <br />• AM Peak Hour <br />o NW left turn from St Anthony Blvd to New Brighton Blvd – LOS D <br />o NW thru on St Anthony Blvd at New Brighton Blvd – LOS D <br /> <br />• PM Peak Hour <br />o NB left from New Brighton Blvd to St Anthony Blvd – LOS D <br />o NB thru on New Brighton Blvd at St Anthony Blvd – LOS D <br />o SB left from New Brighton Blvd to St Anthony Blvd – LOS D <br />o SB thru on New Brighton Blvd to St Anthony Blvd – LOS D <br />o SE left from St Anthony Blvd to New Brighton Blvd – LOS D <br />o NW left turn from St Anthony Blvd to New Brighton Blvd – LOS E <br />o NW thru on St Anthony Blvd at New Brighton Blvd – LOS D <br /> <br /> <br /> <br />80 <br />55 <br />35 <br />20 <br />10 <br />LOS A <br />LOS B <br />LOS C <br />LOS D <br />LOS E <br />LOS F <br />Not CongestedCongested50 <br />35 <br />25 <br />10 <br />LOS A <br />LOS B <br />LOS C <br />LOS D <br />LOS E <br />LOS F <br />Not CongestedCongested15 <br />Signalized Intersection Unsignalized IntersectionControl Delay per Vehicle (sec.)Control Delay per Vehicle (sec.)SOURCE: Level of Service thresholds from the Highway Capacity Manual, 2000.