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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 WB Rosamond Blvd SB On-Ramp 0.23 340 0.17 250 1,500 1 3,622 Existing 0.43 640 0.21 320 0.20 300 1,500 1 3,700 2035 No Project 0.52 780 0.27 400 0.23 340 1,500 1 4,600 2035 With Project 0.59 880 Project Traffic &

AM Peak Hour V/C Vol 0.31 460 0.32 480 0.41 610 0.09 130 0.07 110 1.22 1,830 1.11 1,670 (0.11) (160) 0.01 20 0.05 70 0.05 80 0.00 10

NORTHBOUND/EASTBOUND

Cap 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500

Lanes 1 1 1 1 1 1 1 1 1

ADT 6,750 7,900 9,400 1,500 1,600 21,600 23,300 1,700 250 1,100 4,000 2,900 R:\Projects\PAS\CEN\000306\Draft EIR\5.10 Traffic-051217.docx

NB

Blvd Jct SR-138/ Ave D NB WB Jct SR-138/Ave D

LOCATION SR-14 Rosamond Off-Ramp Existing Off-Ramp Existing Existing

2035 No Project 2035 With Project Project Traffic & V/C (not applicable) 2035 No Project 2035 With Project Project Traffic & V/C NB On-Ramp 2035 No Project 2035 With Project Project Traffic & V/C