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Ms. Lindy Chan Page 2 October 27, 2017 Table 1 – Existing Peak Hour Intersection Levels of Service Study Intersection Approach AM Peak PM Peak Delay LOS Delay LOS 1. El Camino Real/Whipple Avenue 39.7 D 47.5 D 2. El Camino Real/Brewster Avenue 13.5 B 11.3 B 3. El Camino Real/James Avenue 15.3 B 20.1 C 4. El Camino Real/Jefferson Avenue 44.8 D 43.1 D 5. El Camino Real/Maple Street 10.1 B 4.3 A 6. El Camino Real/Roosevelt Avenue 21.9 C 8.7 A 7. El Camino Real/Oak Avenue 9.3 A 9.3 A 8. El Camino Real/Redwood Avenue-Main Street 0.0 A 0.1 A Southwestbound (Main Street) Approach 12.7 B 16.9 C 9. El Camino Real/Hazel Avenue-Laurel Street 26.6 D 15.8 C Eastbound (Hazel Avenue) Approach ** F ** F Westbound (Laurel Street) Approach 51.8 F ** F 10. El Camino Real/Oakwood Drive-Dumbarton Ave 32.9 C 18.2 B Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service; Results for minor approaches to two-way stop-controlled intersections are indicated in italics; ** = delay greater than 120 seconds; Bold text = deficient operation Travel time and corridor delay with the existing lane configuration along the segment of El Camino Real were evaluated. The northbound and southbound travel time and delay measured are summarized in Table 2. Table 2 – Existing Travel Time and Delay Lane Configuration Performance Measure AM Peak PM Peak NB SB NB SB Existing Configuration Travel Time 344.4 365.8 402.3 352.5 Delay 132.5 162.0 182.6 151.9 Notes: NB = Northbound; SB = Southbound; Travel time is measured in average seconds per vehicle; Delay is measured in average seconds per vehicle The delay at the side street approaches of the study intersections was determined based on the reported delay for those movements as determined in the intersection Level of Service analysis. Table 3 summarizes the side- street approach delay at the study intersections.