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21 ATTACHMENT 4
City of Pleasanton
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122022
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21 ATTACHMENT 4
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12/16/2022 12:48:43 PM
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r. <br /> w; <br /> Table 6: Existing Plus Project Conditions 95th Percentile Turn Pocket Queue <br /> Summary at Signalized Intersections <br /> Storage Existing Existing Plus <br /> Intersection Movement Length Peak Hour Queue Length Project Queue <br /> (ft)' (ft) Length(ft) <br /> Foothill Rd&Dublin <br /> 3 NBT 225 AM 175 250 <br /> Canyon Rd/Canyon Wy <br /> Foothill Rd &Laurel WBL 150 PM 150 175 <br /> 4 Creek Dr/Stoneridge Dr <br /> 9 NBT 175 AM 175 225 <br /> 6 Foothill Rd&Bernal Ave SBL 300 PM 275 325 <br /> 10 1-680 NB&Stoneridge WBT 500 AM 250 725 <br /> Dr PM 275 725 <br /> 16 Hopyard Rd&Owens Dr NBL 175 AM 175 275 <br /> AM SO 150 <br /> Santa Rita Rd&Old EBL 150 <br /> 23 Santa Rita Rd/Pickens Ln PM 75 125 <br /> NBL 250 PM 100 525 <br /> 24 Santa Rita Rd&Valley SBL 300 AM 300 350 <br /> Ave <br /> 29 Sunol Blvd/First St& SBT 250 PM 225 300 <br /> Bernal Ave <br /> Sunol Blvd&Valley NBL 175 AM 175 350 <br /> 30 <br /> Ave/Junipero St <br /> P NBT 600 PM 575 675 <br /> Notes: <br /> 1. An additional 60 to 90 feet of storage is typically provided in the taper area outside of the through lane,which is <br /> not reflected in the storage length above. <br /> 2. Bold indicates queue potentially extends beyond available storage. <br /> Source:Fehr&Peers,December 2022. <br /> Existing Plus Project Intersection Improvement Measures <br /> Potential improvement measures were developed for intersections found to operate below the <br /> city's LOS standards under Existing plus Project conditions. Those potential improvement <br /> measures are as follows: <br /> • Intersection 13:Santa Rita Road&Stoneridge Drive—This intersection is projected to <br /> operate at a deficient LOS E during the AM peak hour under Existing Plus Project <br /> Conditions. Operations at this intersection can be improved to LOS D by optimizing the <br /> traffic signal timing to adjust for forecast changes in AM peak hour volumes. <br /> • Intersection 16:Hopyard Road&Owens Drive—This intersection is projected to operate at <br /> a deficient LOS E during the PM peak hour under Existing Plus Project Conditions. <br />
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