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Name: Future Business Park Traffic Memorandum <br /> Date: January 27,2017 <br /> Page: 5 <br /> Mitigation includes the lanes and traffic control indicated in the recommendations but <br /> also includes a third southbound lane along Armstrong Blvd from Bunker Lake Blvd to <br /> the Highway 10 North Ramp terminal.Additional review of the bridge design indicates <br /> that a third lane would not be feasible without substantial revisions to the bridge <br /> structure over the railroad.Based on this,two eastbound through lanes are <br /> recommended at the intersection of Armstrong Blvd and Bunker Lake Blvd to provide <br /> an alternative route if needed. The analysis below also considers an eastbound free <br /> right into the third lane.This is recommended to be a dual right turn when or if needed <br /> based on traffic redistribution in the area. <br /> The resulting queues are shown below for each movement at the intersection of <br /> Armstrong Blvd and Bunker Lake Blvd.Dual eastbound right turn lanes would be <br /> anticipated to have similar average queues and shorter max queues. The max queues <br /> are anticipated to be less if there is traffic redistribution based on congestion. <br /> Table 3: Design Year(2040) Armstrong Blvd &Bunker Lake with Proposed Lanes <br /> Max Approach Queue <br /> Traffic Control Scenario Peak Hour Delay-LOS** Average Max <br /> Q <br /> Queue(ftueue(ft) <br /> ) **** <br /> CSAH 83(Armstrong Blvd) &CSAH 116(Bunker Lake Blvd) <br /> AM 41 D 64 122 <br /> EBL <br /> PM 37 D 106 191 <br /> AM 3 A <br /> EBR <br /> PM 47 D 390 916 <br /> WBL AM 45 D 134 215 <br /> PM 131 F 401 915 <br /> NBL AM 84 F 305 412 <br /> PM 52 D 207 307 <br /> SBL AM 31 C 95 145 <br /> PM 46 D 81 128 <br /> *Delay in seconds per vehicle <br /> **Maximum delay and LOS on any approach and/or movement <br /> ***Limiting Movement is the highest delay movement. <br /> ****Max Queue refers to the 95%Queue(Passenger car stored length=25 ft,Heavy vehicle stored length=45 ft) <br /> C. Special Considerations <br /> 1. The trips from specific developments to Puma and Bunker Lake Blvd have not been <br /> analyzed. Trips to and from specific developments should be assigned to appropriate <br /> roadways based on the development roadway design. This is especially important for trip <br /> assignment at the intersection of Bunker Lake Blvd and Puma St. <br /> 2. Mitigation for intersections outside of the area due to development in the area have <br /> not been completed. <br /> Batton$Menk is an equal opportunity emptayer. <br />