Laserfiche WebLink
Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Stoneridge Mall Drive at £mbarcadero Court <br /> <br /> Existinq Development (2003) & Existincl Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AIq 4-Way A $ A 8 A 8 A $ A 7 <br /> PM Peak Hour 4-Way C 15 B 11 C 16 B 12 C 18 <br /> Mitiqation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> <br /> None currently approved AM 4-Way B ~.0 A 9 A 9 B 10 A 9 <br /> PM Peak Hour 4-Way ~ 42 C 18 ~ 55 C 18 ~ 51 <br /> <br />Identified Mitigation: Option APProved Develooment ¢2010} with Proeosed Mitiaations <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br />1: Construct roundabout, or AM Roundabout B 65% A 0% A 11% B 65% A 9% <br /> 88% <br /> PM Peak Hour Roundabout ::i~!~:~ 88% A 41% C 78% A 57% <br /> <br />Proposed Mitigation: Option Approved Development (20t0)with Proposed Mitioations <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br />2: Construct Master Plan Traffic Signal AM Signal A 4 A 7 A 6 A 3 A 5 <br /> PM Peak Hour Signal B 19 A 5 C 31 C 22 A 9 <br /> <br /> Approved Mitigated + 2025 Growth (LOS & seconds of delay) <br />Proposed Mitigation: i Control Intersection Eastbound Westbound Northbound Southbound <br />Same as Option 2 Proposed Above AM Peak Hour Signal A 6 A 10 A g A 5 B 13 <br /> PM Peak Hour Signal C 21 A 7 C 25 C 21 C 22 <br /> <br /> 41 <br /> <br /> <br />