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Table 13: Operations Analysis with River Crossing <br />Traffic Control Scenario <br />Peak Hour <br />Intersection <br />Delay*- LOS <br />Maximum <br />Delay -LOS** <br />Limiting <br />Movement <br />Max Approach Queue <br />Direction <br />Average <br />Queue (ft) <br />Max <br />Queue (ft) <br />**** <br />2040 Build Alt 2 (With River Crossing) <br />T.H. 10 South Ramp <br />Signal <br />PM <br />151 <br />F <br />475 <br />F <br />EBL <br />EBT <br />1621 <br />2762 <br />T.H. 10 North Ramp <br />Signal <br />PM <br />98 <br />F <br />205 <br />F <br />SBT <br />WBT/R <br />667 <br />1550 <br />*Delay in seconds per vehicle <br />* *Maim delay and LOS on any approach and/or movement <br />***Limiting Movement is the highest delay movement. <br />* ** *MaxQueue refers to the 95% Queue (Passenger car stored length = 25 ft, Heavy vehicle stored length = 45 ft) <br />The delays at these intersections get worse with the river crossing because additional <br />vehicles are using these ramps to access the river crossing from T.H. 10. A more <br />thorough investigation should be conducted in the future to determine countermeasures if <br />a river crossing is to be constructed. <br />Prepared by: Bolton & Menk, Inc. — R16.109828 <br />Future Business Park <br />Build Conditions <br />Page 25 <br />