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<br /> THE VILLAGE LLC 11/11/2016 <br />TRAFFIC STUDY <br />CITY OF SAINT ANTHONY <br />WSB PROJECT NO. 2170-380 PAGE 19 <br /> <br /> <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 />Existing Level of Service Summary <br /> <br />Table 3 - 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 – 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 – LOS D <br />o SB left from New Brighton Blvd to St Anthony Blvd – LOS D <br />o SB thru on New Brighton 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 – LOS D <br /> <br /> <br /> <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 />No <br />t <br /> <br />C <br />o <br />n <br />g <br />e <br />s <br />t <br />e <br />d <br />Co <br />n <br />g <br />e <br />s <br />t <br />e <br />d <br />50 <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 />No <br />t <br /> <br />C <br />o <br />n <br />g <br />e <br />s <br />t <br />e <br />d <br />Co <br />n <br />g <br />e <br />s <br />t <br />e <br />d <br />15 <br />Signalized Intersection Unsignalized Intersection <br />Co <br />n <br />t <br />r <br />o <br />l <br /> <br />D <br />e <br />l <br />a <br />y <br /> <br />p <br />e <br />r <br /> <br />V <br />e <br />h <br />i <br />c <br />l <br />e <br /> <br />( <br />s <br />e <br />c <br />. <br />) <br />Co <br />n <br />t <br />r <br />o <br />l <br /> <br />D <br />e <br />l <br />a <br />y <br /> <br />p <br />e <br />r <br /> <br />V <br />e <br />h <br />i <br />c <br />l <br />e <br /> <br />( <br />s <br />e <br />c <br />. <br />) <br />SOURCE: Level of Service thresholds from the Highway Capacity Manual, 2000. <br />118