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TABLE 8-2 (CONTINUED) <br />YEAR 2025 CUMULATIVE PEAK HOUR INTERSECTION CAPACITY ANALYSIS <br />v, <br />(2) <br />(3) <br />(5) <br />Year 2025 Cumulative <br />(1) <br />Year 2025 <br />Year 2025 Cumulative <br />Plus Project <br />A� <br />Existing <br />E <br />l <br />Cumulative <br />us Project <br />Plus P <br />(4) <br />Plus Improvements <br />Traffic Conditions <br />Traffic Conditions <br />Traffic Conditions <br />Significant Impact0. <br />Traffic Conditions <br />d <br />u <br />Time <br />Key Intersection <br />U <br />d <br />Period <br />ICU/HCM <br />LOS <br />ICU/HCM <br />LOS <br />ICU/HCM <br />LOS <br />Increase <br />Yes/No <br />ICU/HCM <br />LOS <br />Golden Circle Drive at <br />AM <br />0.398 <br />A <br />0.447 <br />A <br />0.459 <br />A <br />0.012 <br />No <br />-- <br />-- <br />10. <br />E <br />4th Street <br />PM <br />0.405 <br />A <br />0.469 <br />A <br />0.483 <br />A <br />0.014 <br />No <br />-- <br />-- <br />Park Center Drive at <br />AM <br />13.7 s/v <br />B <br />15.6 s/v <br />C <br />15.8 s/v <br />C <br />0.2 s/v <br />No <br />-- <br />-- <br />11. <br />E <br />4o Street <br />PM <br />16.2 s/v <br />C <br />20.9 s/v <br />C <br />22.2 s/v <br />C <br />1.3 s/v <br />No <br />-- <br />-- <br />Tustin Avenue at <br />AM <br />0.667 <br />B <br />0.779 <br />C <br />0.785 <br />C <br />0.006 <br />No <br />-- <br />- <br />12. <br />E <br />4th Street <br />PM <br />0.738 <br />C <br />0.843 <br />D <br />0.856 <br />D <br />0.013 <br />No <br />-- <br />- <br />SR-55 SB Ramps at <br />AM <br />0.978 <br />E <br />1.063 <br />F <br />1.074 <br />F <br />0.011 <br />Yes <br />0.610 <br />B <br />13. <br />D <br />4th Street <br />PM <br />0.748 <br />C <br />0.834 <br />D <br />0.847 <br />D <br />0.013 <br />No <br />0.810 <br />D <br />SR-55 NB Ramps at <br />AM <br />0.670 <br />B <br />0.771 <br />C <br />0.785 <br />C <br />0.014 <br />No <br />-- <br />- <br />14. <br />D <br />4th Street <br />PM <br />0.689 <br />B <br />0.802 <br />D <br />0.818 <br />D <br />0.016 <br />No <br />-- <br />- <br />Yorba Street at <br />AM <br />0.561 <br />A <br />0.614 <br />B <br />0.616 <br />B <br />0.002 <br />No <br />- <br />- <br />15. <br />D <br />4th Street <br />PM <br />0.605 <br />B <br />0.664 <br />B <br />0.668 <br />B <br />0.004 <br />No <br />- <br />-- <br />Cabrillo Park Drive at <br />AM <br />0.308 <br />A <br />0.347 <br />A <br />0.359 <br />A <br />0.012 <br />No <br />- <br />- <br />16. <br />E <br />State Fund Access Road <br />PM <br />0.340 <br />A <br />0.386 <br />A <br />0.393 <br />A <br />0.007 <br />No <br />- <br />- <br />Cabrillo Park Drive at <br />AM <br />0.271 <br />A <br />0.350 <br />A <br />0.362 <br />A <br />0.012 <br />No <br />-- <br />- <br />17. <br />E <br />Xerox Centre Access Road <br />PM <br />0.308 <br />A <br />0.398 <br />A <br />0.400 <br />A <br />0.002 <br />No <br />-- <br />- <br />Cabrillo Park Drive at <br />AM <br />0.568 <br />A <br />0.624 <br />B <br />0.628 <br />B <br />0.004 <br />No <br />-- <br />-- <br />18. <br />D <br />17' Street <br />PM <br />0.611 <br />B <br />0.697 <br />B <br />0.705 <br />C <br />0.008 <br />No <br />-- <br />-- <br />Note: <br />• Bold ICU/LOS or HCM/LOS values indicate adverse service levels based on the Cities LOS standards. <br />• s/v = seconds per vehicle (delay) <br />