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5.10  Traffic, Access, and Circulation

                                                      TABLE 5.10-24
                 SR-138 CUMULATIVE (2035) CONDITIONS TWO-LANE HIGHWAY IMPACT ANALYSIS

                                                     AM Peak Hour                       PM Peak Hour
                      Location      ADT    EB    V/C   LOS   WB   V/C   LOS   EB    V/C   LOS   WB    V/C   LOS
              60  Btw Jct I-5 and Gorman Post Rd
                  Existing         4,500   73    0.04    A   122   0.07   A   154    0.09    A   87    0.05   A
                  2035 No Project   43,000   1,400   0.37    A   2,110   0.55    A   2,000    0.53    A   1,870   0.49    A
                  2035 With Project    74,000   2,610   0.69    C   3,950   1.04    F   3,970    1.04    F   2,870   0.75    C
                  Project Traffic & V/C  31,000   1,210   0.32        1,840   0.48        1,970    0.52        1,000   0.26
              61  Btw Gorman Post Rd and Old Ridge Route Rd
                  Existing         4,900   73    0.04    A   122   0.07   A   154    0.09    A   87    0.05   A
                  2035 No Project   45,000   1,480   0.78    D   2,190   1.29   F   2,080    1.22    F   1,940   1.14   F
                  2035 With Project    86,000   2,870   1.51    F   4,620   2.43    F   4,820    2.53    F   3,200   1.68    F
                  Project Traffic & V/C  41,000   1,390   0.73        2,430   1.28        2,740    1.44        1,260   0.66
              62  Btw Old Ridge Route Rd and 300th St West
                  Existing         4,700   73    0.04    A   122   0.07   A   154    0.09    A   87    0.05   A
                  2035 No Project   43,000   1,360   0.80    D   2,140   1.26   F   2,040    1.20    F   1,860   1.09   F
                  2035 With Project    89,000   2,920   1.53    F   4,720   2.48    F   4,910    2.58    F   3,240   1.70    F
                  Project Traffic & V/C  46,000   1,560   0.82        2,580   1.35        2,870    1.51        1,380   0.72
              63  Btw 300th St West and 245th St West
                  Existing         4,700   73    0.04    A   122   0.07   A   152    0.09    A   87    0.05   A
                  2035 No Project   38,000   1,260   0.74    C   1,930   1.14   F   1,760    1.04    F   1,670   0.98   E
                  2035 With Project    74,000   3,560   1.87    E   2,990   1.57    F   2,990    1.57    F   3,940   2.07    F
                  Project Traffic & V/C  38,000   2,300   1.21        1,060   0.56        1,230    0.65        2,270   1.19
              65  Btw 245th St West and 190th St West
                  Existing          4,700   89    0.05    A   113   0.07   A   147    0.09    A   87    0.05   A
                  2035 No Project   39,000   1,490   0.88    D   1,850   1.09   F   1,660    0.98    E   1,900   1.12   F
                  2035 With Project    64,000   2,660   1.40    F   2,540   1.33    F   2,430    1.28    F   3,160   1.66    F
                  Project Traffic & V/C   25,000   1,170   0.61        690    0.36        770    0.40        1,260   0.66
              66  Btw 190th St West and 110th St West
                  Existing          4,700   82    0.05    A   106   0.06   A   149    0.09    A   95    0.06   A
                  2035 No Project   39,000   1,480   0.87    D   1,850   1.09   F   1,660    0.98    E   1,880   1.11   F
                  2035 With Project    52,000   2,060   1.21    F   2,090   1.23   F   1,860    1.09    F   2,530   1.49   F
                  Project Traffic & V/C   13,000   580    0.34        240   0.14       200    0.12        650    0.38
              67  Btw 110th St West and 60th St West
                  Existing          4,700   139    0.08    A   113   0.07   A   180    0.11    A   105    0.06   A
                  2035 No Project   38,000   1,690   0.99    E   1590   0.94   E   1,460    0.86    D   1,980   1.16   F
                  2035 With Project    50,000   2,270   1.34    F   1860   1.09   F   1,720    1.01    F   2,570   1.51   F
                  Project Traffic & V/C   12,000   580    0.34        270   0.16       260    0.15        590    0.35














               R:\Projects\PAS\CEN\000306\Draft EIR\5.10 Traffic-051217.docx   5.10-89        Centennial Project
                                                                                                     Draft EIR
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