Laserfiche WebLink
grill <br /> Cumulative Conditions Cumulative Plus Project <br /> Intersection Control1 Peak Conditions <br /> Hour2 <br /> Delay3 LOS Delay3 LOS <br /> Santa Rita Road/Rosewood PM <br /> 18.2 B 19.5 B <br /> Drive <br /> 23 Santa Rita Road/Old Santa Si nal AM 14.1 B 22.0 C <br /> Rita Road/Pickens Lane g PM 21.1 C 38.7 D <br /> 24 Santa Rita Road/Valley Si nal AM 37.0 D 41.1 D <br /> Avenue g PM 57.1 E 64.9 E <br /> Old Santa Rita AM 2.8(9.3) A(A) 2.9(9.7) A(A) <br /> 25 SSSC <br /> Road/Rosewood Drive PM 2.2(11.0) A(B) 2.4(12.3) A(B) <br /> AM 49.2 D 56.9 E <br /> 26 Valley Avenue/Busch Road Signal PM <br /> 17.8 B 19.9 B <br /> Bernal Avenue/Valley AM 50.8 D 52.3 D <br /> 27 Avenue/Stanley Boulevard Signal PM 61.7 E 64.7 E <br /> 28 Stanley Boulevard/EI Charro Si nal AM 46.1 D 56.9 E <br /> Road g PM 37.5 D 45.6 D <br /> Sunol Boulevard/First AM 38.6 D 44.1 D <br /> 29 Street/Bernal Avenue Signal PM 41.8 D 49.6 D <br /> Sunol Boulevard/Valley AM 38.7 D 49.5 D <br /> 30 Avenue/Junipero Street Signal PM 29.5 C 33.3 C <br /> 31 Sunol Boulevard/I-680 NB Si nal AM 7.6 A 8.4 A <br /> Ramp g PM 14.3 B 13.3 B <br /> 32 Sunol Boulevard/I-680 SB Si nal AM 44.6 D 46.0 D <br /> Ramp g PM 23.9 C 29.7 C <br /> Notes: <br /> 1. Existing intersection traffic control type,(SSSC=Side-Street Stop-Controlled;Signal = Signalized) <br /> 2. AM=Weekday morning peak hour,PM =Weekday evening peak hour <br /> 3. Whole intersection average delay reported for signalized and all-way stop-controlled intersections.Side-Street <br /> stop-controlled delay presented as Whole Intersection Average Delay(Worst Movement Delay).Delay <br /> calculated per HCM 2000 methodologies. <br /> Bold indicates LOS below the City of Pleasanton standard. <br /> Bold and italics indicates exempt intersections with LOS below the City of Pleasanton standard. <br /> 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 <br />