Laserfiche WebLink
Table 3: Summary of Intersections With LOS E or F Conditions for the <br />Existing/Approved/Project Traffic Scenario <br /> <br /> <br />No. <br /> <br />Intersection <br /> <br />Time Approved <br />Conditions - <br />No Project Approved <br />Conditions - <br />Plus Project <br /> Delay LOS Delay ~ LOS <br />1 Bernal Avenue @ Angela Street AM 12.7 B 14.4 + 1.7 B <br /> PM 31.3 D 35.2 + 3.9 E <br />5 Bernal Avenue @Hearst Drive AM 4.0 A 5.8 + 1.8 A <br /> PM 27.4 D 55.7 + 28.3 F <br />6 Bernal Avenue @ I-680 Southbound On- AM >9999 F >9999 N/C F <br /> Ramp pM 5,158.3 F 5,170.2 + 11.9 F <br />9 Bernal Avenue @ Valley Avenue (Bernal AM 44.2 D 45.0 + 0.8 D <br /> Properties) PM 87.9 F 89.4 + 1.5 F <br />18 Santa Rita Road @Stonerid <br />e Drive <br />AM <br />58.1 <br />E <br />58.2 <br />+ 1.1 <br />E <br /> g PM 67.8 E 68.0 + 2.2 E <br />19 Santa Rita Road @ Valle <br />Avenue AM 39.4 D 39.4 n/c D <br /> y PM 58.6 E 59.0 + 0.4 E <br />20 Stanley Boulevard @ Valley Avenue/Bernal AM 106.8 F 107.1 + 0.3 F <br /> Avenue PM 68.6 E 69.7 + 1.1 E <br />21 Stoneridge Drive @ I-680 Northbound On- AM 11.4 B 11.4 n/c B <br /> and Off-Ramps pM 75.0 E 75.2 + 0.2 E <br />22 Sunol Boulevard @ I-680 Northbound On- AM 84.0 F 84.3 + 0.3 F <br /> and Off-Ramps PM 128.6 F 130.2 + 1.6 F <br />24 Valley Avenue @ Blackbird AM 22.4 C 22.4 n/c C <br /> PM 39.9 E 40.2 +0.3 E <br />Of these ten intersections that are projected to operate at an unsatisfactory LOS with the <br />project, eight intersections - 6, 9, 18 through 22, and 24 -would operate at the same <br />unsatisfactory LOS without the project. At only one intersection would the project change <br />the estimated future LOS: Bernal Avenue/Hearst Drive from LOS D to F for the p.m. peak <br />hour. As noted above, the DEIR traffic analysis only considers a 98-unit project. When <br />considering the preferred alternative 51-unit project, intersection 1, Bernal Avenue and <br />Angela Street, remains at LOS D. Intersection 5, Bernal Avenue and Hearst Drive <br />improves from LOS F to LOS E. <br />However, note that the project's impact on delay at the listed intersections is generally <br />negligible; only two arterial intersections close to the project where the project's impacts <br />on delay exceed two percent: <br />^ For the p.m. peak-hour movement at Bernal Avenue/Hearst Drive, the Oak Grove <br />project would increase the delay by 103.5 percent, from 27.4 to 55.7 seconds. <br />PUD-33 Page 23 of 59 June 13, 2007 <br />