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5.10  Traffic, Access, and Circulation
                        Project Impact?                                                                             Centennial Project   Draft EIR










                                                                   Yes


                       LOS   Threshold   LOS D   LOS D   LOS D   LOS D   LOS D   LOS D   LOS D   LOS D   LOS D




                        PM V/C       0.23    0.75    0.82    0.07        0.22    0.68    0.75    0.07        0.30    1.03    1.12    0.09        0.36    0.45    0.57    0.12          0.28    0.42    0.49    0.07        0.29    0.42    0.50    0.08          0.40    0.60    0.67    0.07          0.27    0.41    0.46    0.05          0.26    0.30    0.32    0.02






                        PM Vol  AM V/C           1,884    0.18    6,170    0.55    6,690    0.59    520    0.04            1,780    0.17    5,560    0.56    6,140    0.60    580    0.04            1,238    0.21    4,250    0.80    4,650    0.85    400    0.05            744    0.25    930    0.46    1,160    0.52    230    0.06            2,304    0.17    3,380    0.38    4,010    0.42    630    0.04            2,336    0.17    3,420    0.38    4,050    0.42    630    0.04          2







                    SOUTHBOUND/WESTBOUND   Total   AM Vol   Cap           1,461   8,200    4,540   8,200    4,810    8,200    270                1,422   8,200    4,580    8,200    4,880   8,200    300                880    4,140   3,310    4,140   3,520    4,140   210                518    2,050   950    2,050   1,060    2,050   110                1,346    8,143    3,080   8,143    3,400   8,143    320                1,365   8,143    3,100   8,143    3,420    8,143    320


















                       Cap/   Lane       2,050    2,050    2,050            2,050    2,050    2,050            2,070   2,070   2,070           1,025   1,025   1,025           2,036    2,036    2,036            2,036    2,036    2,036            1,401    1,401    1,401            2,042    2,042    2,042            2,042    2,042    2,042







                        Lanes   4M                   4M                   2M                   2T                   4M                   4M                   4M                   4M                   4M






                        PM V/C       0.26   0.80   0.82   0.02   0.25   0.76   0.79   0.03   0.31   1.20   1.25   0.05   0.33   0.48   0.51   0.03       0.33    0.60    0.63    0.03        0.33    0.60    0.63    0.03        0.29    0.54    0.54    0.00        0.32    0.59    0.65    0.06       0.31    0.41    0.46    0.05

             TABLE 5.10-25  FREEWAY VOLUME AND CAPACITY SUMMARY – CUMULATIVE (2035 AND 2040) CONDITIONS WITH AND WITHOUT THE PROJECT      PM Vol  AM V/C           2,158   0.19   6,570   0.62   6,730   0.66   160   0.04         2,051   0.19   6,250   0.62   6,450   0.66   200   0.04         1,362   0.23   5,310   0.74   5,500   0.79   190   0.05         673   0.26   990   0.44   1,050   0.50   60   0.06           2,426    0.19    4,390    0.38    4,640    0.43    250    0.05














                    NORTHBOUND/EASTBOUND   Total   AM Vol   Cap          1,561   8,200   5,120   8,200   5,420   8,200   300         1,570   8,200   5,090   8,200   5,420   8,200   330         1,013   4,412   3,260   4,412   3,500   4,412   240         528   2,050   900   2,050   1,020   2,050   120           1,390    7,355    2,780   7,355    3,140   7,355    360                1,409   7,355    2,800   7,355    3,160    7,355    360                1,351   8,143    2,840    8,143


















                       Cap/   Lane       2,050   2,050   2,050               2,050   2,050   2,050               2,206   2,206   2,206               1,025   1,025   1,025             1,839   1,839   1,839           1,839   1,839   1,839           2,036   2,036   2,036           1,849   1,849   1,849           1,849   1,849   1,849







                        Lanes   4M   4M       2M                2T                   4M                   4M                   4M                   4M                   4M










                       ADT   Volume   75,000   110,250    118,250   8,000   74,000   105,450    114,450   9,000   50,000    63,400    70,800    7,400    24,000    33,900    36,500    2,600    72,000    116,000    126,000    10,000    73,000    117,000    127,000    10,000    70,000    117,000    121,000    4,000    70,000    117,000    124,000    7,000    67,000    90,000    93,000    3,000




                                                      +
                                                      (MF

                                                      Rd   Tejon


                            Btw SR-99 and Laval/Wheeler   2015 Count  2040 Without Project  2040 With Project   Project Traffic & V/C   2015 Count  2040 Without Project  2040 With Project   Project Traffic & V/C   2015 Count  2040 Without Project  2040 With Project   Project Traffic & V/C   Grapevine   Truck lane)   2015 Count  2040 Without Project  2040 With Project   Project Traffic & V/C  Btw Fort Tejon Rd and Lebec Rd    2014 Count  2035 Without Project  2035 With Project   Proje


                        Location     Btw Laval/Wheeler and Grapevine   Btw Grapevine and Fort Tejon Rd (MF)   Fort   and   Btw Lebec Rd and Frazier Mtn Park    Btw Frazier Mtn Park and Gorman Rd    Btw N Jct SR-138 and Quail Lake Rd














                          I-5   1                   2                   3                   Btw   3a                   4                   5                   6                   7                   8
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