AgdaPkt 2017-12-04 Joint SA PFA - Laserfiche WebLink

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8.B. - Page 139 Ms. Lindy Chan Page 11 October 27, 2017 Delay at the cross -street approaches with EI Camino Real is reported for the study intersections. Under the preferred alternative configuration, cross -street approach delay would increase overall by 19 percent as compared to existing conditions. The cross -street approach delay is summarized in Table 7. Study Intersection 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. EI Camino Real/Whipple Avenue EI Camino Real/Brewster Avenue EI Camino Real/James Avenue EI Camino Real/Jefferson Avenue EI Camino Real/Maple Street EI Camino Real/Roosevelt Avenue EI Camino Real/Oak Avenue EI Camino Real/Redwood Avenue -Main Street EI Camino Real/Hazel Avenue -Laurel Street EI Camino Real/Oakwood Drive -Dumbarton Ave 54.0 Existing 50.1 -- Preferred Alternative AM Peak PM Peak AM Peak PM Peak EB WB EB WB EB WB EB WB 55.5 42.6 88.8 47.1 55.6 39.6 85.7 52 37.7 37.1 36.8 41.6 35.9 35.3 35.8 40.3 41.3 37.4 86.8 42.9 42.9 49.2 52.1 53.3 40.7 39.3 41.1 47.9 40.3 36.4 45.1 54.9 -- 30.5 -- 40.2 -- 35.8 -- 39.0 54.0 -- 51.6 -- 50.7 -- 50.1 -- 56.0 -- 49.1 -- 53.8 -- 48.1 -- -- 12.7 -- 16.9 108.3 14.5 57.7 16.3 311.6 51.8 125.6 138.4 311.6 51.8 327 138.4 26 31.8 40.7 43.5 24.3 29.3 39.8 42.4 Total Side -Street Delay 622.8 283.2 520.5 418.5 723.4 291.9 741.4 436.6 Change in Side -Street Delay -- -- -- -- 100.6 8.7 220.9 18.1 Percent Change in Side -Street Delay -- -- -- -- 16% 3% 42% 4% Overall Percent Change 19% Notes: WB = Westbound; EB = Eastbound; Results are shown as Delay; Delay is measured in average seconds per vehicle SAB/RC1006.M2 Attachments: Operational Analysis Output