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D. Additional Operations Analysis (50% Development Completion) <br />A 2030 analysis was also completed to determine when the study area would start <br />experiencing significant delays. This analysis assumes 50% of the Future Business Park <br />development is complete and 50% of the COR development is complete. <br />Table 14: 2030 (50% Development) Operations Analysis <br />Traffic Control Scenario <br />Peak Hour <br />Intersection <br />Delay*- LOS <br />Maximum <br />Delay -LOS** <br />Limiting <br />Movement <br />*** <br />Max Approach Queue <br />Direction <br />Average <br />Queue (ft) <br />Max <br />Queue (ft) <br />**** <br />Design Year 2030 Build Alternative Alternative 2 (50% Development) <br />TH 10/169 South Ramp &CSAH 83 (Aimstrong Blvd) <br />Signal <br />PM <br />9 <br />A <br />17 <br />B <br />NBL <br />BBL <br />64 <br />100 <br />TH 10/169 North Ramp &CSAH 83 (Aims trong Blvd) <br />Signal <br />PM <br />12 <br />B <br />22 <br />C <br />NBL <br />SBT <br />178 <br />330 <br />CSAH 83 (Armstrong Blvd & 147th Avenue <br />Signal((Added EB through, right, left, and SB left turn lanes) <br />PM <br />11 <br />B <br />37 <br />D <br />EBL <br />NBT <br />130 <br />203 <br />CSAH 83 (Armstrong Blvd & CSAH 116 (Bunker Lake Blvd) <br />Signal <br />PM <br />37 <br />D <br />72 <br />E <br />WBL <br />EBT <br />146 <br />561 <br />CSAH 83 (Aimstrong Blvd) & Alpine Drive NW <br />TWSC <br />PM <br />5 <br />A <br />22 <br />C <br />EBL <br />NBL/T <br />40 <br />126 <br />Alpine Drive NW & Puma Street NW <br />TWSC <br />PM <br />3 <br />A <br />6 <br />A <br />NBR <br />NBL/T <br />41 <br />66 <br />Assumes the east (COR) development and west development are 50% built out <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 />At 50% development, the intersections are anticipated to operate with adequate delays. <br />Therefore, it is projected that the intersections will start to experience excessive delays <br />anywhere from 50% to 100% completion of the development. <br />Prepared by: Bolton & Menk, Inc. — R16.109828 <br />Future Business Park <br />Build Conditions <br />Page 27 <br />