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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 SR-99 SB On Ramp 0.26 1,020 0.25 1,000 4,000 2 21,400 Existing 0.32 1,280 0.72 2,870 0.52 2,060 4,000 2 32,500 2040 No Project 0.95 3,790 0.78 3,130 0.52 2,090 4,000 2 34,800 2040 With Project 0.92 3,690 Project Traffic &

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