Laserfiche WebLink
Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Hopyard Road at 1-580 Eastbound Ramps <br /> <br /> Existinq Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intemection Ear,bound Westbound Northbound Southbound <br /> AM Signal C 24 51 A 3 A 7 <br /> PM Peak Hour Signal B 14 C 27 B 11 A 5 <br /> Mitioation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal 40 40 C 23 :~ :~:D' 48 <br /> None currently approved PM Peak Hour Signal 83 83 B 13 <br /> <br />Proposed Mitigation: Modify Approved Development ~2010)with Prooosed Mitioations <br />traffic signal to allow the northbound Peak Hour Control Intersection Westbound Northbound Southbound <br />through and eastbound right turn to overlap AM Signal iiii~ i~': 4:1 C 25 48 <br />for a period of time PM Peak Hour Signal C 34 i~D~! ~ 36 B 15 <br /> <br /> Approved Development (20t0) with Proposed Mitiuations + 2025 Reoional Traffic <br />SameProposed as Proposed Mitigation:Above AM Peak Hour ControIsignal Intersection 53 Eastbound 62 Westbound Northbound C 2:1 Southbound 56 <br /> <br /> PM Peak Hour Signal 59 57 72 C 29 <br /> <br /> 21 <br /> <br /> <br />