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Josh Pack <br /> P P <br /> November 10, 2009 <br /> Page 6of8 FLFII: & I' <br /> ,RAV„h.,A„o, CIMSOL,Ad„ <br /> TABLE 3 <br /> INTERSECTION LEVEL OF SERVICE RESULTS <br /> Near -Term Near -Term Near -Term <br /> Peak Without Project With Full Project With Proposed <br /> Intersection Hour With Mitigation Project Phase <br /> Delay LOS Delay LOS Delay LOS <br /> (sec.) (sec.) (sec.) <br /> 1. Bernal Avenue /I -680 AM 14 A 17 B 27 C <br /> SB Ramp PM 11 A 18 B 27 C <br /> 2. Bernal Avenue /I -680 AM 18 B 14 B 15 B <br /> NB Ramp PM 31 C 21 C 33 C <br /> 3. Bernal Avenue /Koll AM 9 A 20 B 12 B <br /> Center Parkway PM 12 B 30 C 17 B <br /> 4. Bernal Avenue/ AM 35 C 46 D 34 C <br /> Valley Avenue PM 29 C 51 D 36 D <br /> Notes: <br /> 1. Includes traffic from the office and retail portions of the project, plus mitigation measures outlined in the <br /> June 2009 study; which includes the second northbound receiving lane on the 1 -680 northbound on -ramp. <br /> 2. Includes traffic from the Proposed retail center only, plus the mitigation measures outlined in the June <br /> 2009 study; except for the second northbound receiving lane on the I -680 northbound on -ramp. <br /> Source: Fehr & Peers, 2009. <br /> TABLE 4 <br /> QUEUING SUMMARY <br /> Intersection Movement Vehicle Average Queue 95th Percentile Queue <br /> Storage AM PM AM PM <br /> Bernal Avenue /I- Westbound Left 250' 400' 250' 625' 550' <br /> 680 SB Ramps Westbound Through 575' 250' 125' 550' 425' <br /> — <br /> Westbound Through 560' 200' 375' 525' 625' <br /> Bernal Avenue /I- Westbound Right 560' 225' 450' 525' 625' <br /> 680 NB Ramps Eastbound Left 200' 125' 125' 225' 225' <br /> Eastbound Through 475' 200' 250' 525' 525' <br /> Westbound Left 200' 25' 75' 200' 200' <br /> Bernal Avenue/ Westbound Through 525' 250' 275' 500' 500' <br /> Koll Center Drive Eastbound Left 300' 175' 75' 275' 325' <br /> Eastbound Through 575' 75' 250' 225' 625' <br /> Westbound Left 175' 125' 150' 175' 175' <br /> Bernal Avenue/ Westbound Through 600' 300' 200' 550' 400' <br /> Valley Avenue Eastbound Left 400' 100' 275' 150' 425' <br /> Eastbound Through 500' 50' 275' 125' 500' <br /> Notes: 95th percentile queue in feet as calculated by Synchro/SimTraffic 7.0. A Bold Italic value indicates a 95 <br /> percentile queue length that is greater than the available storage length. <br /> 1. Vehicle storage is equal to the distance to the upstream intersection. <br /> 2. Represents the average queue length. Half of all vehicle queues are shorter; half are longer. <br /> 3. Represents the 95th percentile queue length, which is likely to occur 1 -3 signal cycles during a peak hour. <br /> Source: Fehr & Peers, 2009. <br />