SR 05:135 - Laserfiche WebLink

Table 6 Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections Bernal Avenue at Nevada Street Existinq Development (200SI & Ex at n.q Roadway Network (LOS & Se¢onda of Delay) Control Intersection Eastbound Westbound Northbound Southbound AM Peak Hour A 1 B 15 A 0 A 0 PM Peak Hour A 2 C 24 A 0 A 0 Mitioation Measures Approved Development (20t0) & Approved Roadway Network Control Intersection Eastbound Westbound Northbound Southbound AM Peak Hour[~A¥::~:~ A ! ! 20 A 0 A 0 None currently approved PM Peak Hour ri: !2;.~ 27 5:].7 A o A 0 Proposed Mitigation: Approved Development (2010) with Proposed Mitioations Construct the Master Plan Traffic Signal Control Intersection Eastbound Westbound Northbound Southbound. AM Peak Hour Signal A 3IA 7 A 3 A 3 PM Peak Hour Signal A 10I A 7 A 4 B 14 Approved Development (2010) with Proposed Mitiqations + 2025 Reoional Traffic Proposed Mitigation: Control Intersection Eastbound Westbound Northbound Southbound Same as Proposed Above AM Peak Hour SZGNAL A 4 A 7 A 7 A 4 A 4 PM Peak Hour SXGNAL A 7 B 13 B 17 A 3 A 10 Bernal Avenue at Puerto Vallarta i' i n Approved Development (2010) & Approved Network + 2025 Reaional Traffic Control Intersection Eastbound Westbound Northbound Southbound AM Peak Hour :[-way Stop ~ 453 A 0 A 0 ~ 10,000 None currently approved PM Peak Hour :[-way Stop B :[4 A 0 A 0 578 Proposed Mitigation: Restrict Aooroved Develooment (2010) with Additional Proposed Mitiaations + 2025 Regional Traffic Puerto Vallarta traffic to right turns only during the peak commute periods to avoid Control Intersection Eastbound Westbound Northbound Southbound need for traffic signal AM Peak Hour 1-way Stop A :[ A 0 A 0 B 14 PM Peak Hour :[-way Stop A :[ A 0 A 0 41