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Ms. Lindy Chan Page 10 October 27, 2017 <br />Table 5 – Existing and Preferred Alternative Intersection Peak Hour Intersection Levels of Service <br />Study Intersection Existing Preferred Alternative <br />AM PM AM PM <br />1. El Camino Real/Whipple Avenue 39.7/D 47.5/D 38.8/D 47.1/D <br />2. El Camino Real/Brewster Avenue 13.5/B 11.3/B 11.3/B 11.4/B <br />3. El Camino Real/James Avenue 15.3/B 20.1/C 28.5/C 23.8/C <br />4. El Camino Real/Jefferson Avenue 44.8/D 43.1/D 44.4/D 46.9/D <br />5. El Camino Real/Maple Street 10.1/B 4.3/A 4.5/A 7.0/A <br />6. El Camino Real/Roosevelt Avenue 21.9/C 8.7/A 11.8/B 9.2/A <br />7. El Camino Real/Oak Avenue 9.3/A 9.3/A 7.2/A 9.9/A <br />8. El Camino Real/Redwood Avenue-Main Street 0.0/A 0.1/A 50.9/D 31.6/C <br /> Southwestbound (Main Street) Approach 12.7/B 16.9/C -- -- <br />9. El Camino Real/Hazel Avenue-Laurel Street 26.6/D 15.8/C 26.6/D 25.8/D <br /> Eastbound (Hazel Avenue) Approach **/F **/F **/F **/F <br /> Westbound (Laurel Street) Approach 51.8/F **/F 51.8/F **/F <br />10. El Camino Real/Oakwood Drive-Dumbarton Ave 32.9/C 18.2/B 33.9/C 18.1/B <br />Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service; Results are shown as Delay/Level of <br />Service <br /> <br />Travel time and delay along the El Camino Real corridor with the preferred alternative configuration at the study <br />intersections were analyzed. Under the preferred alternative configuration, travel time would increase during the <br />a.m. and p.m. peak hours in both directions. Delay would increase during both peak hours and in both directions. <br />The northbound and southbound travel time and corridor delay measured are summarized in Table 6. <br />Table 6 – Existing and Preferred Alternative El Camino Real Corridor Travel Time and Delay <br />Configuration <br />Performance Measure <br />AM Peak PM Peak <br />NB SB NB SB <br />Existing Configuration <br />Travel Time 344.4 365.8 402.3 352.5 <br />Delay 132.5 162.0 182.6 151.9 <br />Preferred Alternative <br />Travel Time 361.4 422.2 404.5 375.2 <br />Delay 149.5 214 188.8 174.0 <br />Difference <br />Travel Time +17.0 +56.4 +2.2 +22.7 <br />Delay +17.0 +52.0 +6.2 +22.1 <br />Notes: NB = Northbound; SB = Southbound; Travel time is measured in average seconds per vehicle; Delay is measured in <br />average seconds per vehicle <br />