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5.10 Traffic, Access, and Circulation
RAMP PEAK HOUR VOLUMES AND V/C SUMMARY –CUMULATIVE (2035 AND 2040) CONDITIONS
SOUTHBOUND/WESTBOUND
TABLE 5.10-27

PM Peak Hour PM Peak Hour AM Peak Hour Project Impact? V/C Vol V/C Vol Cap Lanes ADT LOCATION V/C Vol San Fernando Rd SB On-Ramp 0.60 900 0.56 840 1,500 1 11,500 Existing 0.53 800 0.41 620 0.58 870 1500 1 8,500 2035 No Project 0.86 1,290 0.41 610 0.58 870 1,500 1 8,200 2035 With Project 0.85 1,270 Project Traffic &

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