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2012_0723_as amended
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2012_0723_as amended
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10/12/2012 2:41:30 PM
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7/20/2012 4:26:59 PM
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Walmart (Store #3404-05) <br />Traffic Impact Analysis <br />Roseville, Minnesota <br />Level of Service Analyses <br />Intersection level of service (LOS) analyses were performed for each of the intersections <br />within the study area using the signalized analysis methodology found in theHighway <br />Capacity Manual (HCM)and Trafficware’s Synchro/SimTraffic version 7. Each <br />intersection was analyzed for p.m. peak hours for the following scenarios: <br />2011 existing traffic conditions <br />2013 no build (without project trips) conditions <br />2013 build (with project trips added) conditions <br />2030 no build (without project trips) conditions <br />2030 build (with project trips added) conditions <br />One of the primary measures of effectiveness used to evaluate intersection traffic <br />operations, as defined in the HCM, is level of service (LOS)—a qualitative letter grade <br />(A through F) based on seconds of vehicle delay due to the traffic control device at an <br />intersection. By definition, LOS A conditions represent high-quality operations (i.e., <br />motorists experience very little delay or interference) and LOS F conditions represent <br />very poor operations (i.e., extreme delay or severe congestion). This study used the LOS <br />Figure 15 <br />D/E boundary as an indicator of satisfactory traffic operations.displays the <br />LOS thresholds for signalized and unsignalized intersections. <br />Figure 15. Highway Capacity Manual Level of Service Criteria. <br />100 <br />LOS F <br />90 <br />80 <br />LOS F <br />70 <br />LOS E <br />60 <br />50 <br />LOS D <br />LOS E <br />40 <br />30 <br />LOS D <br />LOS C <br />LOS C <br />20 <br />LOS B <br />LOS B <br />10 <br />LOS ALOS A <br />0 <br />SignalizedUnsignalized <br />22 <br />July 2011 <br /> <br />
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