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8.B. - Page 138 <br />Ms. Lindy Chan Page 10 October 27, 2017 <br />Travel time and delay along the EI 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 />Configuration AM Peak PM Peak <br />Performance Measure NB SB NB SB <br />Existing Configuration <br />Travel Time <br />344.4 <br />.. <br />402.3 <br />352.5 <br />Delay <br />Study <br />Intersection <br />Existing <br />Preferred Alternative <br />Preferred Alternative <br />AM <br />PM <br />AM <br />PM <br />1. <br />EI Camino Real/Whipple Avenue <br />39.7/D <br />47.5/D <br />38.8/D <br />47.1 /D <br />2. <br />EI Camino Real/Brewster Avenue <br />13.5/B <br />11.3/B <br />11.3/B <br />11.4/B <br />3. <br />EI Camino Real/James Avenue <br />15.3/B <br />20.1 /C <br />28.5/C <br />23.8/C <br />4. <br />EI Camino Real/Jefferson Avenue <br />44.8/D <br />43.1/D <br />44.4/D <br />46.9/D <br />5. <br />EI Camino Real/Maple Street <br />10.1/B <br />4.3/A <br />4.5/A <br />7.0/A <br />6. <br />EI Camino Real/Roosevelt Avenue <br />21.9/C <br />8.7/A <br />11.8/B <br />9.2/A <br />7. <br />EI Camino Real/Oak Avenue <br />9.3/A <br />9.3/A <br />7.2/A <br />9.9/A <br />8. <br />EI Camino Real/Redwood Avenue -Main Street <br />0.0/A <br />0.1/A <br />50.9/D <br />31.6/C <br />Southwestbound (Main Street) Approach <br />12.7/8 <br />16.9/C <br />-- <br />-- <br />9. <br />EI Camino Real/Hazel Avenue -Laurel Street <br />26.6/D <br />15.8/C <br />26.6/D <br />25.8/D <br />Eastbound (Hazel Avenue) Approach <br />**/F <br />**/F <br />**/F <br />**/F <br />Westbound (Laurel Street) Approach <br />51.8/F <br />**/F <br />51.8/F <br />**/F <br />10. <br />EI Camino Real/Oakwood Drive -Dumbarton Ave <br />32.9/C <br />18.2/B <br />33.9/C <br />18.1/B <br />Notes: <br />Delay is measured in average seconds per vehicle; LOS = <br />Level of Service; Results are shown as Delay/Level of <br />Service <br />Travel time and delay along the EI 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 />Configuration AM Peak PM Peak <br />Performance Measure NB SB NB SB <br />Existing Configuration <br />Travel Time <br />344.4 <br />365.8 <br />402.3 <br />352.5 <br />Delay <br />132.5 <br />162.0 <br />182.6 <br />151.9 <br />Preferred Alternative <br />Travel Time <br />361.4 <br />422.2 <br />404.5 <br />375.2 <br />Delay <br />149.5 <br />214 <br />188.8 <br />174.0 <br />Difference <br />Travel Time <br />+17.0 <br />+56.4 <br />+2.2 <br />+22.7 <br />Delay <br />+17.0 <br />+52.0 <br />+6.2 <br />+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 />