SR 05:135 - Laserfiche WebLink

Table 6 Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections Main Street at Del Valle/Stanley Existing Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) Control Intersection I Eastbound Westbound Northbound Southbound AM Peak Hour Signal B 15 '~ C 31 0 16 A 9 PM Peak Hour Signal B 18 49 C 27 C 20 A 7 AH Peak Hour Signal B 13 / B 13 B 15 A 8 B 16 PM Peak Hour Signal B 19 36 B 20 A 9 C 28 Mitioation Measures AoDroved Development (2010) & Approved Roadway Network AH Peak Hour ControIsignal Intersection B 15 Eastbound B 11 Westbound B 11 Northbound C 21 Southbound B 13 None currently approved PM Peak HourI Signal B 19 C 27 B 12 C 30 A 6 Tntersection is Exempt from LOS D At4 Peak Hour Signal B 16 C 21 A 8 B 17 Standard per Downtown Specific Plan PH Peak Hour Signal B 17 B 20 B 13 B 13 C 22 Proposed Mitigation: To help relieve congestion on Main Street at AoDroved Develooment (2010) with Proposed Mitiqations Ray/St John: Conver~ the #1 southbound through into a Hour Control Intersection Eastbound Westbound Northbound Southbound second left turn lane and widen eastbound AH Peak Signal B 14 B 12 B 16 B 18 B 12 Old Stanley to two lanes. PM Peak HourI Signal C 22 45 B 15 C 23 B 14 Restripe westbound Old Stanley to provide a AM Peak Hour Signal B 19 C 27 § 20 A S (2 26 left turn and shared through/right lane. PM Peak Hour Signal C 21 B 20 B 10 C 31 Aeeroved Develor)ment (2010) with Proeosed Mitioations + 2025 Reqional Traffic Proposed Mitigation: Hour Control Intersection Eastbound Westbound Northbound Southbound Same as Proposed Above AH Peak Hour Signal B 11 B ~.5 B 18 B 13 A 8 PM Peak Signal C 25 C 33 A 9 C 23 C 26 AM Peak Hour Signal B 16 B 12 B 10 C 21 PM Peak Hour Signal B 17 B 19 B 16 B 11 C 23 31