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Mike Tassano December 6, 2022 <br />Page 18 of 39 <br />Table 6: Existing Plus Project Conditions 95th Percentile Turn Pocket Queue Summary at Signalized Intersections <br />Intersection Movement <br />Storage <br />Length <br />(ft)1 <br />Peak Hour <br />Existing <br />Queue Length (ft) <br />Existing Plus <br />Project Queue <br />Length (ft) <br />3 Foothill Rd & Dublin Canyon Rd/Canyon Wy NBT 225 AM 175 250 <br />4 Foothill Rd & Laurel Creek Dr/Stoneridge Dr <br />WBL 150 PM 150 175 <br />NBT 175 AM 175 225 <br />6 Foothill Rd & Bernal Ave SBL 300 PM 275 325 <br />10 I-680 NB & Stoneridge Dr WBT 500 AM 250 725 <br />PM 275 725 <br />16 Hopyard Rd & Owens Dr NBL 175 AM 175 275 <br />23 Santa Rita Rd & Old Santa Rita Rd/Pickens Ln <br />EBL 150 AM 50 150 <br />PM 75 125 <br />NBL 250 PM 100 525 <br />24 Santa Rita Rd & Valley Ave SBL 300 AM 300 350 <br />29 Sunol Blvd/First St & Bernal Ave SBT 250 PM 225 300 <br />30 Sunol Blvd & Valley <br />Ave/Junipero St <br />NBL 175 AM 175 350 <br />NBT 600 PM 575 675 <br />Notes: 1. An additional 60 to 90 feet of storage is typically provided in the taper area outside of the through lane, which is not reflected in the storage length above. 2. Bold indicates queue potentially extends beyond available storage. 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.