3_Exhibits A-G - Laserfiche WebLink

Mike Tassano December 6, 2022 Page 17 of 39 Intersection Control1 Peak Hour2 Existing Existing Plus Project Delay3 LOS Delay3 LOS 26 Valley Avenue/Busch Road Signal AM PM 14.2 B 20.8 C 7.1 A 11.3 B 27 Bernal Avenue/Valley Avenue/Stanley Boulevard Signal AM PM 41.8 D 44.3 D 37.0 D 39.4 D 28 Stanley Boulevard/El Charro Road Signal AM PM - - - - - - - - 29 Sunol Boulevard/First Street/Bernal Avenue Signal AM PM 42.2 D 45.9 D 36.5 D 40.6 D 30 Sunol Boulevard/Valley Avenue/Junipero Street Signal AM PM 36.4 D 42.9 D 23.2 C 26.6 C 31 Sunol Boulevard/I-680 NB Ramp SSSC AM PM 1.5 (8.2) A (A) 1.6 (8.7) A (A) 5.3 (12.3) A (B) 6.9 (18.2) A (C) 32 Sunol Boulevard/I-680 SB Ramp SSSC AM PM 3.9 (29.5) A (D) 4.3 (34.6) A (D) 5.7 (31.4) A (D) 20.3 (91.2) C (F) Notes: 1. Existing intersection traffic control type, (SSSC = Side-Street Stop-Controlled; Signal = Signalized) 2. AM= Weekday morning peak hour, PM = Weekday evening peak hour 3. Whole intersection average delay reported for signalized and all-way stop-controlled intersections. Side-Street stop-controlled delay presented as Whole Intersection Average Delay (Worst Movement Delay). Delay calculated per HCM 2000 methodologies. Bold indicates LOS below the City of Pleasanton standard. Bold and italics indicates exempt intersections with LOS below the City of Pleasanton standard. Source: Fehr & Peers, December 2022. Vehicle Queues The addition of Project traffic is expected to cause queues to exceed the existing length of a left turn pocket or make a through movement block access to a left turn pocket for the movements shown in Table 6. It should be noted that Table 6 only reports new queues exceeding the available storage with the addition of Project traffic. Appendix B provides a complete summary of intersection queuing, including those locations wherein the storage is already exceeded in existing conditions prior to the addition of project generated traffic.