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Project   Impact?                                                                      Draft EIR



          5.10  Traffic, Access, and Circulation



                            PM Peak Hour   V/C   Vol           0.26   1,020    0.72   2,870    0.78   3,130    0.06    260            0.22    330    0.41    610    0.43    650    0.02    40            /  A   N  A   /  N  0.41   620   0.43   650   0.02   30           0.03    50    0.24    360    0.26    390    0.02    30    Centennial Project
















                            AM Peak Hour   V/C   Vol           0.25   1,000    0.52   2,060    0.52   2,090    0.00    30            0.18    270    0.41    620    0.47    710    0.06    90            A   /  N  A   0.15   230   0.19   280   0.04   50           0.03    40    0.22    330    0.26    390    0.04    60





                         SOUTHBOUND/WESTBOUND









                               Cap       4,000   4,000   4,000           1,500   1,500   1,500           /  N  A   /  1,500   1,500          1,500   1,500   1,500





                               Lanes       2   2   2           1   1   1           N  A   /  1   1          1   1   1







                               ADT       21,400    32,500    34,800    2,300        6,200    7,667    9,067    1,400        N  N/A   5,600   6,200   600       1,200    4,600    5,200    600












                 TABLE 5.10-27  RAMP PEAK HOUR VOLUMES AND V/C SUMMARY –CUMULATIVE (2035 AND 2040) CONDITIONS      LOCATION   SR-99 SB On Ramp   Existing  2040 No Project  2040 With Project  Project Traffic &   V/C  Laval/Wheeler  Ridge West SB On   Ramp   Existing  2040 No Project  2040 With Project  Project Traffic &   V/C  Grapevine SB On   Ramp Loop   Existing  2040 No Project  2040 With Project  Project Traffic &   V/C  Grapevine SB On   Ramp   Existing  2040 No Project  2040 Wi













                            PM Peak Hour   V/C   Vol           0.32   1,280    0.95   3,790    0.92   3,690    (0.03)  (100)           0.05    80    0.03    50    0.07    110    0.04    60            0.17    260    0.28    420    0.31    470    0.03    50            0.03    40    0.67   1,010    0.71   1,070    0.04    60

















                            AM Peak Hour   V/C   Vol           0.25    980    0.76   3,050    0.78   3,120    0.02    70            0.03    50    0.06    90    0.09    140    0.03    50            0.11    170    0.36    540    0.39    580    0.03    40            0.03    50    0.41    620    0.45    680    0.04    60






                         NORTHBOUND/EASTBOUND








                               Cap       4,000   4,000   4,000           1,500   1,500   1,500           1,500   1,500   1,500           1,500   1,500   1,500






                               Lanes       2   2   2           1   1   1           1   1   1           1   1   1








                               ADT       20,600    44,800    45,400    600    West       1,450    967    1,667    700    East       3,850    5,100    7,000    1,900    Off       1,750    11,467    11,667    200    R:\Projects\PAS\CEN\000306\Draft EIR\5.10 Traffic-051217.docx















                               LOCATION   I-5   Existing   Existing        Existing    Grapevine   Ramp   Existing



                                    SR-99 NB Off Ramp    2040 No Project  2040 With Project  Project Traffic & V/C   Laval/Wheeler  NB Off Ramp   2040 No Project  2040 With Project  Project Traffic & V/C   Laval/Wheeler  NB Off Ramp    2040 No Project  2040 With Project  Project Traffic & V/C   NB   2040 No Project  2040 With Project  Project Traffic & V/C
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