21 ATTACHMENT 4 - Laserfiche WebLink

Ell Intersection Control' Peak Existing Existing Plus Project Hour2 Delay3 LOS Delay3 LOS AM 14.2 B 20.8 C 26 Valley Avenue/Busch Road Signal PM 7.1 A 11.3 B Bernal Avenue/Valley AM 41.8 D 44.3 D 27 Avenue/Stanley Boulevard Signal PM 37.0 D 39.4 D 28 Stanley Boulevard/EI Charro Signal AM - - - - Road PM - - - - Sunol Boulevard/First AM 42.2 D 45.9 D 29 Street/Bernal Avenue Signal PM 36.5 D 40.6 D Sunol Boulevard/Valley AM 36.4 D 42.9 D 30 Avenue/Junipero Street Signal PM 23.2 C 26.6 C 31 Sunol Boulevard/I-680 NB SSSC AM 1.5(8.2) A(A) 1.6(8.7) A(A) Ramp PM 5.3 (12.3) A(B) 6.9(18.2) A(C) 32 Sunol Boulevard/I-680 SB SSSC AM 3.9(29.5) A(D) 4.3 (34.6) A(D) Ramp PM 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.