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TABLE 8-3 (CONTINUED) <br />YEAR 2040 BUILDOUT PEAK HOUR INTERSECTION CAPACITY ANALYSIS <br />(3) <br />(5) <br />Year 2040 Buildout <br />a R <br />(1) <br />(2) <br />Year 2040 Buildout <br />Plus Project <br />A <br />Existing <br />Year 2040 Buildout <br />Plus Project <br />(4) <br />Plus Improvements <br />a <br />Traffic Conditions <br />Traffic Conditions <br />Traffic Conditions <br />Significant Impact <br />Traffic Conditions <br />� <br />Time <br />Key Intersection <br />U <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 />0.466 <br />A <br />0.478 <br />A <br />0.012 <br />No <br />-- <br />10. <br />E <br />41h Street <br />PM <br />0.405 <br />A <br />0.490 <br />A <br />0.503 <br />A <br />0.013 <br />No <br />-- <br />- <br />Park Center Drive at <br />AM <br />13.7 s/v <br />B <br />16.2 s/v <br />C <br />16.5 s/v <br />C <br />0.3 s/v <br />No <br />-- <br />- <br />11. <br />E <br />4111 Street <br />PM <br />16.2 s/v <br />C <br />22.7 s/v <br />C <br />24.3 s/v <br />C <br />1.6 s/v <br />No <br />-- <br />- <br />Tustin Avenue at <br />AM <br />0.667 <br />B <br />0.820 <br />D <br />0.826 <br />D <br />0.006 <br />No <br />-- <br />- <br />12. <br />E <br />4th Street <br />PM <br />0.738 <br />C <br />0.961 <br />E <br />0.961 <br />E <br />0.000 <br />No <br />-- <br />- <br />SR-55 SB Ramps at <br />AM <br />0.978 <br />E <br />1.111 <br />F <br />1.123 <br />F <br />0.012 <br />Yes <br />0.635 <br />B <br />13. <br />D <br />4th Street <br />PM <br />0.748 <br />C <br />0.934 <br />E <br />0.948 <br />E <br />0.014 <br />Yes <br />0.903 <br />E <br />SR-55 NB Ramps at <br />AM <br />0.670 <br />B <br />0.835 <br />D <br />0.849 <br />D <br />0.014 <br />No <br />-- <br />14. <br />D <br />4th Street <br />PM <br />0.689 <br />B <br />0.851 <br />D <br />0.890 <br />D <br />0.039 <br />No <br />-- <br />Yorba Street at <br />AM <br />0.561 <br />A <br />0.752 <br />C <br />0.754 <br />C <br />0.002 <br />No <br />-- <br />15. <br />D <br />4th Street <br />PM <br />0.605 <br />B <br />0.715 <br />C <br />0.719 <br />C <br />0.004 <br />No <br />-- <br />Cabrillo Park Drive at <br />AM <br />0.308 <br />A <br />0.362 <br />A <br />0.374 <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 />0.403 <br />A <br />0.409 <br />A <br />0.006 <br />No <br />-- <br />- <br />Cabrillo Park Drive at <br />AM <br />0.271 <br />A <br />0.366 <br />A <br />0.377 <br />A <br />0.011 <br />No <br />-- <br />17. <br />E <br />Xerox Centre Access Road <br />PM <br />0.308 <br />A <br />0.408 <br />A <br />0.417 <br />A <br />0.009 <br />No <br />-- <br />Cabrillo Park Drive at <br />AM <br />0.568 <br />A <br />0.652 <br />B <br />0.655 <br />B <br />0.003 <br />No <br />-- <br />18. <br />D <br />17th Street <br />PM <br />0.611 <br />B <br />0.730 <br />C <br />0.737 <br />C <br />0.007 <br />No <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 />