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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 -12 Future Year 2035 Intersection LOS Without and With Project: PM Peak Hour <br />Intersection <br />Without Project <br />With Pro ect <br />Change <br />in VIC <br />Project <br />Impact <br />r <br />ec <br />LOSS <br />VIC or <br />Delay sec <br />LOS <br />1 <br />Euclid St and Westminster Ave <br />D <br />0.827 <br />D <br />0.020 <br />No <br />2 <br />Euclid St and McFadden Ave <br />C <br />0.733 <br />C <br />0.018 <br />No <br />3 <br />Euclid St and Edinger Ave <br />1 <br />E <br />0.891 <br />D <br />-0.010 <br />No <br />4 <br />Newhope Stand Westminster Ave <br />D <br />0.877 <br />D <br />0.047 <br />No <br />5 <br />Newhope St and Hazard Ave <br />[24.7 <br />C <br />0.734 <br />C <br />-0.003 <br />No <br />6 <br />Newhope St andist St <br />D <br />0.813 <br />D <br />-0.003 <br />No <br />7 <br />Newhope St and McFadden Ave <br />C <br />0.747 <br />C <br />0.033 <br />No <br />8 <br />Newhope Stand Edinger Ave <br />1 <br />C <br />0.754 <br />C <br />-0.037 <br />No <br />9 <br />Harbor Blvd and Garden Grove Ave <br />D <br />0.867 <br />D <br />-0.001 <br />No <br />10 <br />Harbor Blvd and Westbound SR -22 Off -Ramp <br />s <br />C <br />23.3 s <br />C <br />-1.4 s <br />No <br />11 <br />Tmsk Ave and Eastbound SR -22 On -Ramp <br />s <br />B <br />8.8s <br />A <br />-4.1s <br />No <br />12 <br />Harbor Blvd and Trask Ave <br />1.431 <br />F <br />0.895 <br />D <br />-0.536 <br />No <br />13 <br />Harbor Blvd and Westminster Ave <br />0.712 <br />C <br />0.726 <br />C <br />0.014 <br />No <br />14 <br />Harbor Blvd and Hazard Ave <br />0.717 <br />C <br />0.773 <br />C <br />0.056 <br />No <br />15 <br />Harbor Blvd and 5th St <br />0.737 <br />C <br />0.769 <br />C <br />0.032 <br />No <br />16 <br />Harbor Blvd and lst St <br />0.863 <br />D <br />0.859 <br />D <br />-0.004 <br />No <br />17 <br />Harbor Blvd and McFadden Ave <br />0.680 <br />B <br />0.694 <br />B <br />0.014 <br />No <br />18 <br />Harbor Blvd and Edinger Ave <br />0.694 <br />B <br />0.720 <br />C <br />0.026 <br />No <br />19 <br />Harbor Blvd and Warner Ave <br />0.720 <br />C <br />0.726 <br />C <br />0.006 <br />No <br />20 <br />Harbor Blvd and Segerstrom Ave/Slater Ave <br />0.853 <br />D <br />0.851 <br />D <br />-0.002 <br />No <br />21 <br />Harbor Blvd and MacArthur Ave <br />0.841 <br />D <br />0.860 <br />D <br />0.019 <br />No <br />22 <br />Harbor Blvd and Sunflower Ave <br />0.815 <br />D <br />0.823 <br />D <br />0.008 <br />No <br />23 <br />Harbor Blvd and South Coast Dr <br />0.611 <br />B <br />0.608 <br />B <br />-0.003 <br />No <br />24 <br />Harbor Blvd and Northbound 1 -405 Off -Ramp <br />18.5s <br />B <br />18.8s <br />B <br />0.3s <br />No <br />25 <br />Harbor Blvd and Southbound 1 -405 Off-Ramp <br />24.9s <br />C <br />25.0 s <br />C <br />0.1s <br />No <br />26 <br />Fairview Stand 17th St <br />1.064 <br />F <br />1.112 <br />F <br />0.048 <br />Yes <br />27 <br />Fairview St and lstSt <br />1.032 <br />F <br />1.080 <br />F <br />0.048 <br />Yes <br />28 <br />Fairview St and McFadden Ave <br />0.683 <br />B <br />0.700 <br />B <br />0.017 <br />No <br />29 <br />Fairview St and Edinger Ave <br />0.783 <br />C <br />0.794 <br />C <br />0.011 <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 />October 2014 Page 5.73 -27 <br />