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Table 6 <br /> Existin-. 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersection,~ <br /> <br /> Santa Rita Road at Stoneridge Drive <br /> <br /> Existin,cl Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> AM Peak Hour Control Intersection Eastbound Westbound ~: !~: ~i~ :N°rthb°und Southbound <br /> Signal 43 -~-- -~ 58 53 C 28 <br /> PM Peak Hour Signal C 24 ~:' iD~ 49 C 32 B 17 A 8 <br /> Mitiaation Measures <br /> <br /> Approved Development (2010) & Approved Roadway Net~vork <br /> AM Peak Hour Control Intersection I Eaatbound Westbound Northbound Southbound <br /> Signal 75 ~ 12~37 ?D:i:~ 45 ~ 123 C 34 <br /> None currently approved PM Peak Hour Signal 72~ ~v, ~ 28 C 26 C 27 <br />Proposed Mitigation 1: <br />Construct a semi-free eastbound right turn <br />lane. AaDroved Develooment ¢2010) with Proposed Mitiqations <br />This widening is probably not needed if Hour Control Intersection Eastbound Westbound Northbound Southbound <br />Stoneridge Drive is extended to El Charro AM Peak Signal 60 ~ '~ !D~ 47 ~ 87 40 <br />Road. PM Peak Hour Signal 36 46 C 26 C 32 C 34 <br /> <br />Proposed Mitigation 2: Al~Droved Develooment (2010) with Proposed Mitiqations <br />Construct a 300-foot long southbound right Hour Control Intersection I Eastbound Westbound Northbound Southbound <br />turn lane AH Peak Signal 42 I -~-- -~ 45 ~:i:'J~:~ 44 43 <br /> LOS also assumes Mitigation #1) PM Peak Hour Signal C 31~ 41 ~ 32 C 27 C 26 <br />Proposed Mitigation 3: <br />Convert the #1 northbound through lane into <br />a third left turn lane. <br />This change is probably not needed if AoDroved Development (2010) with Proposed Mitiqations <br />Stoneridge Drive is extended to El Charro Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br />Road. AM Signal :' ~::: 37 B 14 48 D 39 C 34 <br /> LOS also assumes Mitigations 1 & 2) PM Peak Hour Signal (~ 34 D::~ 41 C 32 41 c 23 <br /> <br />Proposed Mitigation: Approved Develoement (2010) with Proposed Mitiqations + 2025 Re.qional Traffic <br /> <br />Same aa Proposed Above Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Signal C 27 B 13 !D~ ~:~ 43 39 B 12 <br /> PM Peak Hour Signal 42I B 19 ~ 25 77 C 30 <br /> <br /> 35 <br /> <br /> <br />