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Project Impact? Draft EIR

5.10 Traffic, Access, and Circulation

PM Peak Hour V/C Vol 0.52 780 0.55 830 0.55 830 0.00 0 0.26 390 0.26 390 0.25 370 (0.01) (20) Centennial Project

AM Peak Hour V/C Vol 0.44 660 0.50 750 0.51 760 0.01 10 0.24 360 0.59 890 0.58 870 (0.01) (20)

SOUTHBOUND/WESTBOUND

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

Lanes 1 1 1 1 1 1

ADT 9,400 10,800 10,800 0 5,000 5,500 5,200 (300)

TABLE 5.10-27 RAMP PEAK HOUR VOLUMES AND V/C SUMMARY –CUMULATIVE (2035 AND 2040) CONDITIONS LOCATION (not applicable) Jct SR-138/ Palmdale Blvd SB Off-Ramp Existing 2035 No Project 2035 With Project Project Traffic & V/C (not applicable) Golden Valley Rd SB On-Ramp Existing 2035 No Project 2035 With Project Project Traffic & V/C 5.10-117

PM Peak Hour V/C Vol 0.19 290 0.25 370 0.28 420 0.03 50 0.13 200 0.15 220 0.20 300 0.05 80 0.41 620 0.50 750 0.50 750 0.00 0 0.29 430 0.28 420 0.26 390 (0.02) (30)

AM Peak Hour V/C Vol 0.16 240 0.25 370 0.25 380 0.00 10 0.11 170 0.14 210 0.15 220 0.01 10 0.35 520 0.36 540 0.36 540 0.00 0 0.27 400 0.26 390 0.27 410 0.01 20

NORTHBOUND/EASTBOUND

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

ADT 3,450 5,400 5,400 0 2,450 3,200 3,200 0 7,500 8,900 9,000 100 5,500 5,300 5,300 0 R:\Projects\PAS\CEN\000306\Draft EIR\5.10 Traffic-051217.docx

On- R- S Blvd SR- Blvd NB Rd

LOCATION Ramp Existing B E Existing WB Existing Golden Off-Ramp Existing

WB Ave L NB 2035 No Project 2035 With Project Project Traffic & V/C t c J 138/Palmdale NB On-Ramp 2035 No Project 2035 With Project Project Traffic & V/C Jct 138/Palmdale NB On-Ramp 2035 No Project 2035 With Project Project Traffic & V/C Valley 2035 No Project 2035 With Project Project Traffic & V/C