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78 <br /> The proposed southernmost unsignalized intersection of Highway 86 and Site Drive 2 was <br /> analyzed under build traffic conditions with the lane configurations and traffic control shown in <br /> Table 3.Refer to the attachments for the Synchro capacity analysis and SimTraffic queueing reports. <br /> Table 3: Analysis Summa of Highway 86 and Site Drive 2 <br /> A WEEKDAY AM WEEKDAY PM <br /> P PEAK HOUR PEAK HOUR <br /> P LEVEL OF SERVICE LEVEL OF SERVICE <br /> Analysis R LANE <br /> Scenario O CONFIGURATIONS <br /> A Approach Overall Approach Overall <br /> C (seconds) (seconds) <br /> H <br /> WB 1 LT-RT C2 Cz <br /> Build NB 1 TH-RT -- N/A -- N/A <br /> SB 1 LT-RT Al Al <br /> Improvements shown in bold. <br /> 1. Level of service for major-street left-turn movement. <br /> 2. Level of service for minor-street approach. <br /> Capacity analysis of build conditions indicates that the major-street left-turn movement and the <br /> minor-street approach at the proposed intersection of Highway 86 and Site Drive 2 are expected to <br /> operate at LOS C or better during the weekday AM and PM peak hours.SimTraffic reports indicate <br /> the maximum queues for the westbound approach are not expected to exceed 33 feet during either <br /> peak hour. <br /> II <br /> 4 <br /> Bolton&Menk is an equal opportunity employer. <br />