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Mike Tassano December 6, 2022 <br />Page 42 of 39 <br />Intersection Control1 Peak Hour2 <br />Cumulative Conditions Cumulative Plus Project Conditions <br />Delay3 LOS Delay3 LOS <br />Santa Rita Road/Rosewood Drive PM 18.2 B 19.5 B <br />23 Santa Rita Road/Old Santa Rita Road/Pickens Lane Signal AM PM <br />14.1 B 22.0 C <br />21.1 C 38.7 D <br />24 Santa Rita Road/Valley Avenue Signal AM PM <br />37.0 D 41.1 D <br />57.1 E 64.9 E <br />25 Old Santa Rita Road/Rosewood Drive SSSC AM PM <br />2.8 (9.3) A (A) 2.9 (9.7) A (A) <br />2.2 (11.0) A (B) 2.4 (12.3) A (B) <br />26 Valley Avenue/Busch Road Signal AM PM <br />49.2 D 56.9 E <br />17.8 B 19.9 B <br />27 Bernal Avenue/Valley Avenue/Stanley Boulevard Signal AM PM <br />50.8 D 52.3 D <br />61.7 E 64.7 E <br />28 Stanley Boulevard/El Charro Road Signal AM PM <br />46.1 D 56.9 E <br />37.5 D 45.6 D <br />29 Sunol Boulevard/First Street/Bernal Avenue Signal AM PM <br />38.6 D 44.1 D <br />41.8 D 49.6 D <br />30 Sunol Boulevard/Valley Avenue/Junipero Street Signal AM PM <br />38.7 D 49.5 D <br />29.5 C 33.3 C <br />31 Sunol Boulevard/I-680 NB Ramp Signal AM PM <br />7.6 A 8.4 A <br />14.3 B 13.3 B <br />32 Sunol Boulevard/I-680 SB <br />Ramp Signal AM <br />PM <br />44.6 D 46.0 D <br />23.9 C 29.7 C <br />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. <br />Vehicle Queues <br />The addition of Project traffic to Cumulative conditions is expected to cause queues to exceed the <br />existing length of a left turn pocket or make a through movement block access to a left turn <br />pocket for the movements shown in Table 10. It should be noted that Table 10 only reports new