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TRAFFIC ANALYSIS <br />The level of service for the �� developmenttraffic was analyzed with the Synchri�/Highway <br />Capacity Manual Software analysis tools. In addition, a traffic simulation was prepared to study <br />in detailed fashion the on-street operations. Table 4 summarizes the results of the level of <br />service analysis for the signalized intersections in the study area and Table 5 summarizes the <br />results for the unsignalized locations. <br />Table 4 <br />Capacity Analysis of Signalized Intersectionsfor Full DevelopmentConditions <br />Table 5 <br />Stop Sign Malysls <br />Critical Approach LOS � <br />�'� Delayand LOS were determined using HCM 2000 rr�ethoddogies in Syndiro and aregiven for the Critical approachaF Uie <br />intexsection. <br />�2� Program dces not compute delay value when intersection is highy overioaded. <br />� Southbound Left volume is only 9 vehides. The next cNtical movement iE Eastbound Left Existing 6 Existing Adjusted 8.71 A; <br />With SuperTa�get 8.8 1 A <br />The major findings for the analysis of the surrounding street network with the SuperTarget <br />redevelopment are as follows: <br />The already overcrowded intersection of Snelling and County Road B continues to <br />degrade with its PM peak hour delay per vehicle increasing by about 14 seconds over the <br />existing LOS F conditions. <br />Page 6 <br />