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08-09-21-R
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08-09-21-R
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8/9/2021 8:38:27 AM
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Traffic Study <br />Lexington Avenue Reconstruction <br /> <br /> <br />Alliant No. 118-0186.0 37 <br />April 18, 2019 <br />Key delay and queuing observations include the following: <br />Lexington Avenue & Red Fox Road <br />Results of the preferred alternative traffic operations analysis indicate that the <br />Lexington Avenue / Red Fox Road intersection is expected to operate at overall LOS C or better <br />under the forecast year 2040 peak hour traffic volumes. In addition, southbound queuing is <br />expected to be significantly improved with the addition of dual southbound left-turn lanes. <br />Furthermore, westbound queuing is expected to be improved with the addition of a westbound <br />right-turn overlap with the southbound left-turn signal phase. <br />Lexington Avenue & Target South <br />Results of the preferred alternative traffic operations analysis indicate that the <br />Lexington Avenue / Target South intersection is expected to operate at overall LOS B or better <br />under the forecast year 2040 peak hour traffic volumes. However, eastbound queuing should be <br />considered if/when Lexington Station and Enterprise/Big O Tires/Arby’s driveways are <br />consolidated at the Target South intersection. <br />Lexington Avenue & Grey Fox Road <br />Results of the preferred alternative traffic operations analysis indicate that the <br />Lexington Avenue / Grey Fox Road intersection is expected to operate at overall LOS C or better <br />under the forecast year 2040 peak hour traffic volumes. It should be noted that side-street <br />operations are somewhat dependent on the driveway configuration at Shannon Square, with RIRO <br />or full closure resulting in slight increases in side-street delay at Grey Fox Road. <br />Lexington Avenue & County Road E <br />Results of the preferred alternative traffic operations analysis indicate that the <br />Lexington Avenue / CR E intersection is expected to operate at overall LOS D or better under the <br />forecast year 2040 peak hour traffic volumes. With the reconfiguration of the westbound approach <br />to allow concurrent EB/WB left-turn movements and removal of split signal phasing, overall delay <br />and queuing are expected to be improved. <br />
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