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HARBOR BLVD. MIXED USE TRANSIT CORRIDOR PLAN FINAL FIR <br />CITY OF SANTA ANA <br />5. Environmental Analysis <br />TRANSPORTATION AND TRAFFIC <br />Table 5.13 -8 Existing With Project Intersection LOS: AM Peak Hour <br />Intersection <br />No Project <br />With Pro ect <br />Change <br />in VIC <br />Impact <br />VIC <br />LOS <br />v/C <br />LOS <br />1 <br />Euclid St and Westminster Ave <br />0.798 <br />C <br />0.786 <br />C <br />-0.012 <br />No <br />2 <br />Euclid St and McFadden Ave <br />0.737 <br />C <br />0.819 <br />D <br />0.082 <br />Yes <br />3 <br />Euclid St and Edinger Ave <br />0.768 <br />C <br />0.806 <br />D <br />0.038 <br />No <br />4 <br />Newhope St and Westminster Ave <br />0.696 <br />B <br />0.728 <br />C <br />0.032 <br />No <br />5 <br />Newhope St and Hazard Ave <br />0.481 <br />A <br />0.500 <br />A <br />0.019 <br />No <br />6 <br />Newhope St andist St <br />0.698 <br />B <br />0.711 <br />C <br />0.013 <br />No <br />7 <br />Newhope St and McFadden Ave <br />0.689 <br />B <br />0.687 <br />B <br />-0.002 <br />No <br />8 <br />Newhope Stand Edinger Ave <br />0.708 <br />C <br />0.751 <br />C <br />0.043 <br />No <br />9 <br />Harbor Blvd and Garden Grove Ave <br />0.530 <br />A <br />0.529 <br />A <br />-0.001 <br />No <br />10 <br />Harbor Blvd and Westbound SR -22 Off -Ramp <br />25.8s <br />C <br />25.8s <br />C <br />0.0 s <br />No <br />11 <br />Trask Ave and Eastbound SR -22 On -Ramp <br />9.9s <br />A <br />9.9s <br />A <br />0.0 s <br />No <br />12 <br />Harbor Blvd and Trask Ave <br />0.888 <br />D <br />0.859 <br />D <br />-0.029 <br />No <br />13 <br />Harbor Blvd and Westminster Ave <br />0.692 <br />B <br />0.682 <br />B <br />-0.010 <br />No <br />14 <br />Harbor Blvd and Hazard Ave <br />0.635 <br />B <br />0.631 <br />B <br />-0.004 <br />No <br />15 <br />Harbor Blvd and 5th St <br />0.672 <br />B <br />0.669 <br />B <br />-0.003 <br />No <br />16 <br />Harbor Blvd and lst St <br />0.713 <br />C <br />0.735 <br />C <br />0.022 <br />No <br />17 <br />Harbor Blvd and McFadden Ave <br />0.729 <br />C <br />0.735 <br />C <br />0.006 <br />No <br />18 <br />Harbor Blvd and Edinger Ave <br />0.672 <br />B <br />0.674 <br />B <br />0.002 <br />No <br />19 <br />Harbor Blvd and Warner Ave <br />0.668 <br />B <br />0.674 <br />B <br />0.006 <br />No <br />20 <br />Harbor Blvd and Segerstrom Ave/Slater Ave <br />0.750 <br />C <br />0.758 <br />C <br />0.008 <br />No <br />21 <br />Harbor Blvd and MacArthur Ave <br />0.741 <br />C <br />0.736 <br />C <br />-0.005 <br />No <br />22 <br />Harbor Blvd and Sunflower Ave <br />0.588 <br />A <br />0.586 <br />A <br />-0.002 <br />No <br />23 <br />Harbor Blvd and South Coast Dr <br />0.459 <br />A <br />0.466 <br />A <br />0.007 <br />No <br />24 <br />Harbor Blvd and Northbound 1 -005 Off -Ramp <br />17.6s <br />B <br />17.4s <br />B <br />-0.2s <br />No <br />25 <br />Harbor Blvd and Southbound 1 -005 Off -Ramp <br />18.7s <br />B <br />18.5s <br />B <br />-0.2s <br />No <br />26 <br />Fairview Stand 17th St <br />0.754 <br />C <br />0.767 <br />C <br />0.013 <br />No <br />27 <br />Fairview St and lstSt <br />0.794 <br />C <br />0.829 <br />D <br />0.035 <br />No <br />28 <br />Fairview St and McFadden Ave <br />0.705 <br />C <br />0.030 <br />A <br />-0 .675 <br />No <br />29 <br />Fairview St and Edinger Ave <br />0.733 <br />C <br />0.740 <br />C <br />0.007 <br />No <br />Souw.IB12013. <br />Notes: All inberseclions are evaluated in berms of V /C, except freeway romps, which are evaluabed in tens of delay in seconds. <br />Bold indicabes an unacceptable level of service <br />Page 5.73 -76 PlaceWorkr <br />