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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> Santa Rita Road at Black Avenue <br /> Santa Rita Road at Francisco <br /> Exiefinq Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay} <br /> <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal 7! ! 82 6Z 59 76 <br /> PM Peak Hour Signal 36! 68 C 29 C 32 C 28 <br /> AM Peak Hour 1-way Stop <br /> PM Peak Hour 1-way stop <br /> Approved Development (2010) & Approved Roadway Net~vork <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal i~i:~::i! 38 ::!!i~;ili 50 i~!;!~iDi~i:~ 36 ~i!~!!~iD~? 39 C 34 <br /> PM Peak Hour Signal B 18 C 26 B Z6 B 15 B 19 <br /> None currently approved AM Peak Hour i-way Stop <br /> PM Peak Hour 1-way stop <br /> <br /> APproved Development {20101 & Approved Network + 2025 Reqional Traffic, <br /> <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal ~136 ~ 86 ~ 140 82 ~ Z80 <br /> PM Peak Hour Signal i~:~:~ 47 53 C 24 37~ 60 <br /> AM Peak Hour 1-way Stop <br /> PM Peak Hour 1-way stop <br />=roposed Mitigation: <br />Eliminate westbound traffic movements Approved Development {20'10) with Additional Proposed Mitiqafions + 2025 Reclional Traffic, <br />opposite Black Avenue. Control Intersection Eastbound Westbound Northbound Southbound <br />Eliminate the north crosswalk at Black AM Peak Hour Signal 42 :~!~ !:i~ 50 !?[~:? 44 :~: 38 <br />Avenue. PM Peak Hour Signal B 20 C 24 B 16 C 21 <br />Construct a traffic signal at Francisco for AM Peak Hour S-rGNAL B 15 C 21 B 14 B 13 <br />relocated traffic and pedestrian safety. PM Peak Hour SZGNAL B 16 C 25 C 22 A 8 <br /> <br /> 33 <br /> <br /> <br />