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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Main Street at Ray Street <br /> Main Street at St lohn Street <br /> <br /> Exiatinq Development (20031 & Exiefin,q Roadway Network {LOS & Seconds of DelayI <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AMPeak Hour Signal B 15 A C 23 A 2 B 16 <br /> PM Peak Hourt Signal ~ 245 C 35 ~ 96 ~ 498 <br /> AM Peak Hour Signal B 11 35 B 14 A 4 <br /> PM Peak Hour Signal ~ 119 295 ~ 108 A 6 <br /> Mitieation Measures <br /> ADnroved Develoement [2010) & Approved Roadway Network <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> None currently approved AM Peak Hour Signal ~D 44 67 A 4 '~: :: 48 <br /> [ntersection is Exempt from LOS D PM Peak Hour Signal ~ 44:]. B 15 __~ 482 542 <br /> AM Peak Hour Signal C 30 100 C 26 13 20 <br /> ~tandard per Downtown Specific Plan <br /> PM Peak Hour ;ignal 703 699 A 6 <br />Proposed Mitigation: Modify <br /> <br /> Aonroved Development {2010)with Proposed Mitiqations <br /> <br /> e northbound delay. <br /> ~ increase left turn collisions. Control Intersection I Eastboun_~d Westbound Northbound Southbound <br /> <br /> Hour <br />A double southbound left at Old Stanley may AM Peak Signal 67 A 4 48 <br />reduce left turn traffic onto Ray. PM Peak HourI Signal 180 ~ 462 ~ 147 <br />The Stoneridge Extension should reduce AM Peak Hour Signal C 30 ~ 100 C 26 B 20 <br />congestion at this intersection. PM Peak Hour Signal ~ 429 ~ 710 ~ 684 A 4 <br /> <br /> Approved Development [2010) with Proposed Mitinations + 2025 Reqional Traffic. <br /> <br />Proposed Mitigation: Control Intersection ~ East._~boun_~d Westbound Northbound Southbound <br />Same as Proposed Above AM Peak HourH°Ur Signal B 18l C 33 A 3 B 18 <br /> PM Peak Signal ! 178 ~ 106 ~ 274 ~ 94 <br /> AM Peak Hour Signal B 17 47 B 17 B 10 <br /> PM Peak Hour Signal ~ 333 705 ~ 401 A 3 <br /> <br /> 30 <br /> <br /> <br />