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Table 10: 2040 Traffic Operations Analysis (Alternative 2: Business Park) <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 2040 Alternative 2 <br />TH 10/169 South Ramp & CSAH 83 (Ammstrong Bhd) <br />Signal <br />AM <br />81 <br />F <br />147 <br />F <br />EBL <br />EBT <br />434 <br />1574 <br />PM <br />48 <br />D <br />95 <br />F <br />EBL <br />EBT <br />174 <br />815 <br />TH 10.+169 Noah Ramp & CSAH 83 (Armstrong Bl d) <br />Signal <br />AM <br />118 <br />F <br />312 <br />F <br />WBR <br />WBT:'R <br />1134 <br />2006 <br />PM <br />115 <br />F <br />347 <br />F <br />WBR <br />WBT R <br />1212 <br />2070 <br />CSAH 83 (Armstrong Blvd & 147th Avenue <br />Signal <br />AM <br />62. <br />E <br />189 <br />F <br />NBL <br />NBT <br />948 <br />1183 <br />PM <br />16 <br />F <br />140 <br />F <br />EBL <br />NBT <br />193 <br />1263 <br />CSAH 83 (Armstrong Blvd &CSAH 116 (Bunker Lake Blvd) <br />Sioecl (&&d EB rhror k-riEht, le and SB lett turn lanes) <br />AM <br />73 <br />E <br />228 <br />F <br />WBL <br />NBT <br />791 <br />896 <br />PM <br />100 <br />F <br />293 <br />F <br />WBL <br />NBT <br />841 <br />959 <br />CSAH 83 (Armstrong Blvd) &Alpine Drive NW <br />TWSC <br />AM <br />4 <br />A <br />19 <br />C <br />WBL <br />EBL. T <br />35 <br />82 <br />PM <br />6 <br />A <br />27 <br />D <br />EBT <br />NBL I <br />47 <br />123 <br />AlpineDriveNW&Puma Street NW <br />Tli'SC <br />AM <br />2 <br />A <br />7 <br />A <br />NBL <br />NBL R <br />33 <br />52 <br />PM <br />3 <br />A <br />9 <br />A <br />NBL <br />NBLT <br />51 <br />79 <br />Puma Street NW &Bunker Lake Blvd <br />Op1ioe 1: AUG <br />AM <br />4 <br />A <br />10 <br />A <br />SET <br />SBL•T/R <br />60 <br />91 <br />PM <br />5 <br />A <br />10 <br />A <br />WBL <br />SBL•T/R <br />59 <br />90 <br />Puma Street NW SiBunkerLake Blvd <br />Option 2: 3Leg°ed intersection (with c leve) <br />AM <br />1 <br />A <br />11 <br />B <br />EBL <br />NBL,T <br />14 <br />45 <br />PM <br />1 <br />A <br />8 <br />A <br />EBL <br />EBL R <br />23 <br />47 <br />Puma Street NW &BuuIlxr Lala Blvd <br />Option 3: Raundthout <br />AM <br />3 <br />A <br />4 <br />A <br />SBT <br />SBL. I R <br />20 <br />57 <br />PM <br />3 <br />A <br />4 <br />A <br />EBT <br />SBL.TR <br />20 <br />64 <br />*Delay in seconds per vehicle <br />**Maxim= delay and LOS on any approach andormovement <br />***Limiting Movement is the highest delay movement. <br />****Max Queue refers to the 95% Queue (Passenger car stored length= 258, Heavy vehicle stored length= 45 6) <br />Table 11: 2040 Build Operations Analysis (Alternative 3: LD Residential) <br />Traffic Control Scenario <br />Peak Hour <br />Intersection <br />Delay*- LOS <br />Maximum <br />Delay-LOS** <br />Limiting <br />Mov*e*ment <br />Max Approach Queue <br />Direction <br />Average <br />Queue (ft) <br />Max <br />Queue (ft) <br />**** <br />Design Year 2040 Alternative 3 <br />TH 10/169 South Ramp &CSAH 83 (Armstrong Blvd) <br />Signal <br />AM <br />13 <br />B <br />24 <br />C <br />NBL <br />EBL/R <br />101 <br />176 <br />PM <br />28 <br />C <br />52 <br />D <br />EBL <br />EBL/R <br />190 <br />417 <br />TH 10/169 North Ramp & CSAH 83 (Armstrong Blvd) <br />Signal <br />AM <br />85 <br />F <br />225 <br />F <br />WBR <br />WBT/R <br />694 <br />1628 <br />PM <br />109 <br />F <br />285 <br />F <br />WBR <br />WBT/R <br />1143 <br />2056 <br />CSAH 83 (Armstrong Blvd & 147th Avenue <br />Signal <br />AM <br />62 <br />E <br />272 <br />F <br />NBL <br />NBT <br />824 <br />1289 <br />PM <br />87 <br />F <br />163 <br />F <br />NBL <br />NBT <br />887 <br />1282 <br />CSAH 83 (Armstrong Blvd & CSAH 116 (Bunker Lake Blvd) <br />Signal (Added EB through-right, left, and SB left turn lanes) <br />AM <br />72 <br />E <br />189 <br />F <br />NBL <br />NBT <br />812 <br />1025 <br />PM <br />98 <br />F <br />307 <br />F <br />WBL <br />NBT <br />817 <br />1026 <br />CSAH 83 (Armstrong Blvd) & Alpine Drive NW <br />TWSC <br />AM <br />4 <br />A <br />18 <br />C <br />EBL <br />NBL/T <br />32 <br />86 <br />PM <br />7 <br />A <br />33 <br />D <br />EBL <br />EBL/T <br />59 <br />131 <br />Alpine Drive NW &Puma Street NW <br />TWSC <br />AM <br />2 <br />A <br />7 <br />A <br />NBL <br />NBL/R <br />32 <br />55 <br />PM <br />3 <br />A <br />8 <br />A <br />NBL <br />NBL/T <br />45 <br />72 <br />Puma Street NW & Bunker Lake Blvd <br />Option 1: AWSC <br />AM <br />4 <br />A <br />7 <br />A <br />WBL <br />SBL/T/R <br />52 <br />80 <br />PM <br />4 <br />A <br />9 <br />A <br />SBT <br />SBL/T/R <br />62 <br />95 <br />Puma Street NW & Bunker Lake Blvd <br />Option 2: 3 Legged intersection (with curve) <br />AM <br />1 <br />A <br />8 <br />A <br />EBL <br />NBL/T <br />12 <br />45 <br />PM <br />1 <br />A <br />8 <br />A <br />EBL <br />EBUR <br />23 <br />41 <br />Puma Street NW & Bunker Lake Blvd <br />Option 3: Roundabout <br />AM <br />_ <br />A <br />4 <br />A <br />EBT <br />SBL/T/R <br />16 <br />51 <br />PM <br />_ <br />A <br />4 <br />A <br />NBT <br />SBL/T/R <br />26 <br />71 <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 />Prepared by: Bolton & Menk, Inc. — R16.109828 <br />Future Business Park <br />Build Conditions <br />Page 23 <br />