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City of Santa Ana Addendum to the <br />MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR <br />result in any study area intersection to fall from an acceptable LOS to an unacceptable <br />or deficient LOS. <br />As shown in Table T-7 and Figure 13, Existing Plus Project Traffic Volumes, all traffic <br />study area intersections would continue to operate at an acceptable LOS except for the <br />Caltrans intersection of Town and Country Road at SR-22 Eastbound Ramps in the <br />p.m. peak hour, which would operate at LOS F. However, this is the same as the <br />existing condition. Because the Caltrans intersection is already operating at a LOS F in <br />the p.m. peak hour in the pre -project condition and would continue to operate at a LOS <br />F with the Project, the existing measure of effectiveness (LOS F) would be maintained. <br />Consistent with the thresholds for Caltrans intersections, Project impacts would be less <br />than significant. <br />Table T-7: Existing Plus Project Intersection Operations <br />AM Peak Hour <br />PM Peak Hour <br />Existing + <br />Existing + <br />Existing <br />Project <br />Existing <br />Project <br />ICU/ <br />ICU/ <br />ICU/ <br />ICU/ <br />Int. <br />Project <br />Impact <br />Project <br />Impact <br /># <br />Intersection <br />Delay <br />LOS <br />Delay <br />LOS <br />Impact <br />Sig? <br />Delay <br />LOS <br />Delay <br />LOS <br />Impact <br />Sig? <br />1 <br />Main St at <br />0.716 <br />C <br />0.811 <br />D <br />0.095 <br />No <br />0.702 <br />C <br />0.738 <br />C <br />0.036 <br />No <br />Chapman Ave <br />2 <br />Bedford Rd at <br />0.579 <br />A <br />0.698 <br />B <br />0.119 <br />No <br />0.564 <br />A <br />0.667 <br />B <br />0.103 <br />No <br />La Veta Ave <br />3 <br />Main St at La <br />0.546 <br />A <br />0.635 <br />B <br />0.089 <br />No <br />0.591 <br />A <br />0.705 <br />C <br />0.114 <br />No <br />Veta Ave <br />La Veta Ave <br />4 <br />at SR-22 WB <br />26.8 <br />C <br />24.0 <br />C <br />-2.8 <br />No <br />24.2 <br />C <br />26.2 <br />C <br />2.0 <br />No <br />Ramps <br />5 <br />Bedford Rd at <br />9.3 <br />A <br />12.8 <br />B <br />3.5 <br />No <br />11.7 <br />B <br />21.9 <br />C <br />10.2 <br />No <br />Main Place Dr <br />Main St at <br />6 <br />Main Place <br />0.466 <br />A <br />0.565 <br />A <br />0.099 <br />No <br />0.586 <br />A <br />0.688 <br />B <br />0.102 <br />No <br />Dr/ Town and <br />Country <br />Town and <br />7 <br />Country at <br />36.5 <br />D <br />47.7 <br />D <br />11.2 <br />No <br />82.3 <br />F <br />119.1 <br />F <br />36.8 <br />No <br />SR-22 EB <br />Ramps <br />Main St at <br />8 <br />City Place Dr/ <br />0.371 <br />A <br />0.481 <br />A <br />0.110 <br />No <br />0.400 <br />A <br />0.522 <br />A <br />0.122 <br />No <br />Mall Entrance <br />N Broadway <br />9 <br />at Main Place <br />0.514 <br />A <br />0.576 <br />A <br />0.062 <br />No <br />0.664 <br />B <br />0.785 <br />C <br />0.121 <br />No <br />Dr <br />Main St at <br />10 <br />Main Place <br />0.452 <br />A <br />0.540 <br />A <br />0.088 <br />No <br />0.465 <br />A <br />0.568 <br />A <br />0.103 <br />No <br />Dr/ Memory <br />79 <br />