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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 -11 Future Year 2035 Intersection LOS Without and With Project: AM Peak Hour <br />Intersection <br />Without Project <br />With Pro ect <br />Change <br />in VIC <br />Project <br />Impact <br />VIC or <br />Bela (sec) <br />LOSS <br />VIC or <br />Delay <br />(sec) <br />LOS <br />1 <br />Euclid St and Westminster Ave <br />0.864 <br />D <br />0.844 <br />D <br />-0.020 <br />No <br />2 <br />Euclid St and McFadden Ave <br />1.258 <br />F <br />1.249 <br />F <br />-0.009 <br />No <br />3 <br />Euclid St and Edinger Ave <br />1.086 <br />F <br />1.093 <br />F <br />0.007 <br />No <br />4 <br />Newhope St and Westminster Ave <br />0.699 <br />B <br />0.732 <br />C <br />0.033 <br />No <br />5 <br />Newhope St and Hazard Ave <br />0.537 <br />A <br />0.536 <br />A <br />-0.001 <br />No <br />6 <br />Newhope St andist St <br />0.630 <br />B <br />0.644 <br />B <br />0.014 <br />No <br />7 <br />Newhope St and McFadden Ave <br />0.607 <br />B <br />0.612 <br />B <br />0.005 <br />No <br />8 <br />Newhope Stand Edinger Ave <br />0.660 <br />B <br />0.741 <br />C <br />0.081 <br />No <br />9 <br />Harbor Blvd and Garden Grove Ave <br />0.518 <br />A <br />0.517 <br />A <br />-0.001 <br />No <br />10 <br />Harbor Blvd and Westbound SR -22 Off -Ramp <br />25.4s <br />C <br />25.7 <br />C <br />0.300 <br />No <br />11 <br />Trask Ave and Eastbound SR -22 On -Ramp <br />9.0 s <br />A <br />9.0 <br />A <br />0.000 <br />No <br />12 <br />Harbor Blvd and Trask Ave <br />0.969 <br />E <br />0.939 <br />E <br />-0.030 <br />No <br />13 <br />Harbor Blvd and Westminster Ave <br />0.630 <br />B <br />0.660 <br />B <br />0.030 <br />No <br />14 <br />Harbor Blvd and Hazard Ave <br />0.908 <br />E <br />0.904 <br />E <br />-0.004 <br />No <br />15 <br />Harbor Blvd and 5th St <br />0.690 <br />B <br />0.703 <br />C <br />0.013 <br />No <br />16 <br />Harbor Blvd and lst St <br />0.728 <br />C <br />0.741 <br />C <br />0.013 <br />No <br />17 <br />Harbor Blvd and McFadden Ave <br />0.748 <br />C <br />0.747 <br />C <br />-0.001 <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 />0.707 <br />C <br />0.692 <br />B <br />-0.015 <br />No <br />20 <br />Harbor Blvd and Segetstrom Ave/Slater Ave <br />0.721 <br />C <br />0.729 <br />C <br />0.008 <br />No <br />21 <br />Harbor Blvd and MacArthur Ave <br />0.871 <br />D <br />0.865 <br />D <br />-0.006 <br />No <br />22 <br />Harbor Blvd and Sunflower Ave <br />0.552 <br />A <br />0.541 <br />A <br />-0.011 <br />No <br />23 <br />Harbor Blvd and South Coast Dr <br />0.480 <br />A <br />0.487 <br />A <br />0.007 <br />No <br />24 <br />Harbor Blvd and Northbound 1 -405 Off -Ramp <br />18.1s <br />B <br />17.9 <br />B <br />-0.200 <br />No <br />25 <br />Harbor Blvd and Southbound 1 -405 Off-Ramp <br />18.7s <br />B <br />18.5 <br />B <br />-0.200 <br />No <br />26 <br />Fairview Stand 17th St <br />0.893 <br />D <br />0.906 <br />E <br />0.013 <br />Yes <br />27 <br />Fairview St and lstSt <br />0.797 <br />C <br />0.817 <br />D <br />0.020 <br />No <br />28 <br />Fairview St and McFadden Ave <br />0.722 <br />C <br />0.720 <br />C <br />-0.002 <br />No <br />29 <br />Fairview St and Edinger Ave <br />0.789 <br />C <br />0.797 <br />C <br />0.008 <br />No <br />Souw.IB12013. <br />Notes: All intersections are evaluabed in terms of V/C, except freeway ramps, which are evaluated in berms of delay in seconds. <br />Bold indicabes an unacceptable level of service <br />Page 5.13 -20 PlaceWorkr <br />