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Ms. Lindy Chan Page 11 October 27, 2017 <br />Delay at the cross-street approaches with El Camino Real is reported for the study intersections. Under the <br />preferred alternative configuration, cross-street approach delay would increase overall by 19 percent as compared <br />to existing conditions. The cross-street approach delay is summarized in Table 7. <br />Table 7 – Existing and Preferred Alternative Intersection Side-Street Approach Delay <br />Study Intersection Existing Preferred Alternative <br />AM Peak PM Peak AM Peak PM Peak <br />EB WB EB WB EB WB EB WB <br />1. El Camino Real/Whipple Avenue 55.5 42.6 88.8 47.1 55.6 39.6 85.7 52 <br />2. El Camino Real/Brewster Avenue 37.7 37.1 36.8 41.6 35.9 35.3 35.8 40.3 <br />3. El Camino Real/James Avenue 41.3 37.4 86.8 42.9 42.9 49.2 52.1 53.3 <br />4. El Camino Real/Jefferson Avenue 40.7 39.3 41.1 47.9 40.3 36.4 45.1 54.9 <br />5. El Camino Real/Maple Street -- 30.5 -- 40.2 -- 35.8 -- 39.0 <br />6. El Camino Real/Roosevelt Avenue 54.0 -- 51.6 -- 50.7 -- 50.1 -- <br />7. El Camino Real/Oak Avenue 56.0 -- 49.1 -- 53.8 -- 48.1 -- <br />8. El Camino Real/Redwood Avenue-Main Street -- 12.7 -- 16.9 108.3 14.5 57.7 16.3 <br />9. El Camino Real/Hazel Avenue-Laurel Street 311.6 51.8 125.6 138.4 311.6 51.8 327 138.4 <br />10. El Camino Real/Oakwood Drive-Dumbarton Ave 26 31.8 40.7 43.5 24.3 29.3 39.8 42.4 <br />Total Side-Street Delay 622.8 283.2 520.5 418.5 723.4 291.9 741.4 436.6 <br />Change in Side-Street Delay -- -- -- -- 100.6 8.7 220.9 18.1 <br />Percent Change in Side-Street Delay -- -- -- -- 16% 3% 42% 4% <br />Overall Percent Change 19% <br />Notes: WB = Westbound; EB = Eastbound; Results are shown as Delay; Delay is measured in average seconds per vehicle <br /> <br />SAB/RCI006.M2 <br />Attachments: Operational Analysis Output