Laserfiche WebLink
8.B. - Page 130 <br />Ms. Lindy Chan Page 2 October 27, 2017 <br />Study Intersection <br />AM Peak <br />PM Peak <br />Approach <br />Delay <br />LOS <br />Delay <br />LOS <br />1. <br />EI Camino Real/Whipple Avenue <br />39.7 <br />D <br />47.5 <br />D <br />2. <br />EI Camino Real/Brewster Avenue <br />13.5 <br />B <br />11.3 <br />B <br />3. <br />EI Camino Real/James Avenue <br />15.3 <br />B <br />20.1 <br />C <br />4. <br />EI Camino Real/Jefferson Avenue <br />44.8 <br />D <br />43.1 <br />D <br />5. <br />EI Camino Real/Maple Street <br />10.1 <br />B <br />4.3 <br />A <br />6. <br />EI Camino Real/Roosevelt Avenue <br />21.9 <br />C <br />8.7 <br />A <br />7. <br />EI Camino Real/Oak Avenue <br />9.3 <br />A <br />9.3 <br />A <br />8. <br />EI Camino Real/Redwood Avenue -Main Street <br />0.0 <br />A <br />0.1 <br />A <br />Southwestbound (Main Street) Approach <br />12.7 <br />8 <br />16.9 <br />C <br />9. <br />EI Camino Real/Hazel Avenue -Laurel Street <br />26.6 <br />D <br />15.8 <br />C <br />Eastbound (Hazel Avenue) Approach <br />** <br />F <br />** <br />F <br />Westbound (Laurel Street) Approach <br />51.8 <br />F <br />** <br />F <br />10. <br />EI Camino Real/Oakwood Drive -Dumbarton Ave <br />32.9 <br />C <br />18.2 <br />B <br />Notes: Delay is measured in average seconds per vehicle; LOS = <br />Level of Service; <br />Results for minor approaches <br />to two-way <br />stop -controlled intersections are indicated in italics, ** = <br />delay greater than <br />120 seconds; Bold text <br />= deficient <br />operation <br />Travel time and corridor delay with the existing lane configuration along the segment of EI Camino Real were <br />evaluated. The northbound and southbound travel time and delay measured are summarized in Table 2. <br />Lane Configuration AM Peak PM Peak <br />Performance Measure 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 />Notes: NB = Northbound; SB = Southbound; Travel time is measured in average seconds per vehicle; Delay is measured in <br />average seconds per vehicle <br />The delay at the side street approaches of the study intersections was determined based on the reported delay <br />for those movements as determined in the intersection Level of Service analysis. Table 3 summarizes the side - <br />street approach delay at the study intersections. <br />