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I OKS Associates <br />4 <br />Tables <br />Table 3 -1 <br />Roadway Capacity Values .... ............................... <br />11 <br />Table 3 -2 <br />Existing Average Daily Traffic and Capacity Analysis ................ <br />12 <br />Table 3 -3 <br />Level of Service Interpretation ............................... <br />15 <br />Table 3-4 <br />Intersection Capacity Analysis Summary - Existing Traffic <br />and Intersection Lame Configurations ......................... <br />17 <br />Table 41 <br />Roadway Links Levels of Service - Year 2006 With and <br />Without Widening Project . ............................... <br />19 <br />Table 4 -2 <br />Year 2006 Intersection ICU and LDS Values Without Widening ........ <br />20 <br />Table 4 -3 <br />Year 2006 Intersection ICU and LDS Values With Widening .......... <br />21 <br />Table 5 -1 <br />Land Use Type by Zones . . .. ............................... <br />25 <br />Table 5 -2 <br />Trip Generation Rates - San Diego Traffic Generators I .............. <br />26 <br />Table 5 -3 <br />Total Trip Generation by Zones .............................. <br />27 <br />Table 5-4 <br />Summary of Midblock Capacity Analysis ......................... <br />29 <br />Table 5 -5 <br />Intersection Capacity Analysis Summary - <br />Proposed Redevelopment Impact (AM Peak) ................... <br />30 <br />Table 5-6 <br />Intersection Capacity Analysis Summary - <br />Proposed Redevelopment Impact (PM Peak) .......... . ......... <br />31 <br />Table 6-1 <br />Approach Peak Hour Volumes Future With Specific Plan ............ <br />33 <br />Table 8 -1 <br />Bristol Corridor Specific Plan - Proposed Farside Bus Turnouts ........ <br />42 <br />.- <br />or <br />