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the south Stockton area will experience severe congestion, especially near the <br /> interchanges. <br /> The following table shows the capacity analysis summary for the cumulative plus <br /> project scenario. <br /> TABLED( <br /> LEVEL OF SERVICE SUMMARY <br /> FOR CUMULATIVE + PROJECT TRAFFIC <br /> (MITIGATED) <br /> NORTH/SO TU HST EAST/WE$T ST YAQ LQ5 <br /> Airport Way Arch Airport Road 1.00 E <br /> East Frontage Road Arch Road 0.90 E <br /> Hwy 99 NB Off Arch Road 0.84 D <br /> Hwy 99 SB Off Arch Road 1.29 F <br /> West Frontage Road Arch Road 1.00 E <br /> West Frontage Road Project Access 0.51 A <br /> Source: TJKM <br /> February 1988 <br /> The following mitigation recommendations outline lsouth Stocktonhe street network <br /> vicinity due to the <br /> improvements that will need to take place in <br /> cumulative development that is planned. These mitigation measures will not eliminate <br /> congestion along Sperry Road and Arch Road, however. They will just help to <br /> reduce it by adding the maximum capacity feasible to the intersections, where <br /> mitigation will be needed the most. <br /> Airport Way and Arch Airport Road <br /> This intersection presently has one lane for the eastbound approach, four lanes for <br /> the southbound approach (broken down <br /> as <br /> apa right turn pocket, two through roach (broken downasa <br /> and a left turn pocket), two lanes for thePP <br /> right turn pocket, and athrough/left lane), <br /> and four lanes for the northbound <br /> approach (comprising of a right turn pocket,isintersectionplias followsh lanes, : a left turn <br /> pocket). The recommended mitigation for <br /> Widen the intersection to allow a ten-lane cross section for each of the <br /> legs of the intersection. Each approach would need a dual left-turn <br /> lane, three through lanes, and an exclusive free flowing right-turn lane. <br /> This lane configuration yields a V/C ratio of 1.00, or LOS E for the <br /> 16 <br />