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P. 1388

Project   Impact?                                                                      Draft EIR



          5.10  Traffic, Access, and Circulation



                            PM Peak Hour   V/C   Vol           0.60    900    0.41    620    0.41    610    0.00   (10)   Centennial Project
















                            AM Peak Hour   V/C   Vol           0.56    840    0.58    870    0.58    870    0.00    0





                         SOUTHBOUND/WESTBOUND









                               Cap       1,500   1500   1,500





                               Lanes       1   1   1







                               ADT       11,500    8,500    8,200    (300)












                 TABLE 5.10-27  RAMP PEAK HOUR VOLUMES AND V/C SUMMARY –CUMULATIVE (2035 AND 2040) CONDITIONS      LOCATION  San Fernando Rd  SB On-Ramp   Existing  2035 No Project  2035 With Project  Project Traffic &   V/C  V/C: volume-to-capacity ratio; ADT: average daily trips; Cap: capacity; Vol: volume; I: Interstate; SR: State Route; NB: northbound; SB: southbound; WB: westbound; EB: eastbound;   5.10-118













                            PM Peak Hour   V/C   Vol           0.53    800     0.86  1,290    0.85   1,270    (0.01)    (20)

















                            AM Peak Hour   V/C   Vol           0.49    740    0.50    750    0.50    750    0.00    0






                         NORTHBOUND/EASTBOUND








                               Cap       1,500   1500   1,500






                               Lanes       1   1   1      * Connector ramps with no auxiliary lane at freeway mainline   See Table 5.10-11 for ramp performance criteria (Table 1-5 of Traffic Study).   Boldface type denotes an intersection that exceeds performance threshold.








                               ADT       10,200    9,100    8,900    (200)                                       R:\Projects\PAS\CEN\000306\Draft EIR\5.10 Traffic-051217.docx






                                  NB

                                  Rd                          Source: Stantec 2017 (Table 4-7).




                               LOCATION   San   Off-Ramp   Existing



                                  Fernando   2035 No Project  2035 With Project  Project Traffic & V/C   Jct: junction
   1383   1384   1385   1386   1387   1388   1389   1390   1391   1392   1393