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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