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B. 2040 Build Operations <br />1. Operations Analysis <br />The traffic operations results for the 2040 Build is included in Tables 8-11. <br />Table 8: 2040 Build Operations Analysis (Alternative 1A: High School) <br />Traffic Control Scenario <br />Peak Hour <br />Intersection <br />Delay'- LOS <br />Maximum <br />Delay-LCIS°2 <br />Limiting <br />Movement <br />z°° <br />Max Approach Queue <br />Direction <br />Average <br />Queue (ft) <br />Max <br />Queue (ft) <br />°°_° <br />Design Year 2D40 Alternative 1A <br />TH 10/169 South Ramp & CSAH 83 (Armstrong Blvd) <br />Signal <br />AM <br />4? <br />D <br />36 <br />F <br />EBL <br />EBT <br />149 <br />734 <br />PM <br />18 <br />B <br />29 <br />C <br />NEL <br />EBL <br />130 <br />241 <br />TH 10/169 North Ramp & CSAR 83 (Armstrong Blvd) <br />Sigrat <br />AM <br />131 <br />F <br />326 <br />F <br />WBR <br />WB7 R <br />1106 <br />2034 <br />PM <br />112 <br />F <br />280 <br />F <br />WBR <br />WBT R <br />1104 <br />2051 <br />CSAH 83 (Armstrong Blvd & 147th Avenue <br />Sionai <br />AM <br />6i <br />E <br />175 <br />F <br />NBL <br />NBT <br />894 <br />1276 <br />PM <br />60 <br />E <br />114 <br />F <br />NBT <br />NBT <br />873 <br />1262 <br />CSAH 83 (-Armstrong Blvd &CSAH 1l6 (&ankerLakeBlvd) <br />Signal (Added EB rhrot h-riht le andSB letienlanesj <br />AM <br />66 <br />E <br />162 <br />F <br />RBL <br />NBT <br />793 <br />990 <br />PM <br />71 <br />E <br />182 <br />F <br />NBL <br />NBT <br />821 <br />1014 <br />CSAR 83 (Armstrong Blvd) &Alpine Drive NW <br />21iSC <br />AM <br />4 <br />A <br />25 <br />C <br />RBR <br />FBLT <br />36 <br />8) <br />PM <br />9 <br />A <br />54 <br />F <br />EBL <br />IBLT <br />76 <br />171 <br />Alpine Drive NW &Puma Street NW <br />71i'SC <br />AM <br />2 <br />A <br />7 <br />A <br />NBL <br />NBLT <br />36 <br />58 <br />PM <br />3 <br />A <br />8 <br />A <br />NBL <br />NBL•R <br />47 <br />74 <br />Purna Street NW &Buhler Lake Blvd <br />Option 1: AWSC <br />AM <br />4 <br />A <br />9 <br />A <br />SBT <br />SBLT/R <br />56 <br />84 <br />PM <br />4 <br />A <br />9 <br />A <br />WBL <br />SBLR•'E <br />59 <br />86 <br />Puma Street NW &BunkerLake Blvd <br />Option 2: 3Legged intrsection (with curve.) <br />AM <br />1 <br />A <br />11 <br />9 <br />EBL <br />NBT 1 <br />11 <br />V <br />PM <br />1 <br />A <br />8 <br />A <br />EEL <br />EBL 4 <br />23 <br />43 <br />Puma Street NW &Bunker Lake Blvd <br />Option 3: Roundabout <br />AM <br />3 <br />A <br />4 <br />A <br />SBT <br />SEL T R <br />18 <br />27 <br />PM <br />3 <br />A <br />4 <br />A <br />SBT <br />WBL T R <br />2.5 <br />64 <br />*Delay in seconds per vehicle <br />**Malarnun delay and LOS on any approach and!ormovement <br />*Lvruting Movement is the highest delay movement. <br />****Max Queue refers to the 75 r. Queue (Passenger car stored length= 25 8, Heavy vehicle stored length= 45 6) <br />Table 9: 2040 Build Operations Analysis (Alternative 1B: K-12 Schools) <br />Traffic Control Scenario <br />Peak Hour <br />Intersection <br />Delay°- LOS <br />Maximum <br />Delay-LOSi*. <br />Limiting <br />Movement <br />°°° <br />Max Approach Queue <br />Direction <br />Average <br />Queue (ft) <br />Max <br />(ft) <br />Queue (ft) <br />ttt <br />Design Year 2040 Alternative 1B <br />TH 10•'169 South Ramp & CSAH 83 (Armstrong Blvd) <br />Signal <br />AM <br />32 <br />C <br />56 <br />E <br />EBL <br />EBL <br />225 <br />476 <br />PM <br />20 <br />B <br />34 <br />C <br />EBL <br />EBL <br />140 <br />277 <br />TH 10'l69 North Ramp & CSAH 83 (Armstrong Blvd) <br />Signal <br />AM <br />137 <br />F <br />3-_ <br />F <br />WBR <br />RBT.R <br />1064 <br />1975 <br />PM <br />104 <br />F <br />243 <br />F <br />RBR <br />WBT.•R <br />1037 <br />2033 <br />CSAH 83 (Armstrong Blvd & 147th Avenue <br />Signal <br />AM <br />90 <br />F <br />155 <br />F <br />NBL <br />NBT <br />920 <br />1217 <br />PM <br />86 <br />F <br />237 <br />F <br />NBL. <br />NBT <br />822 <br />1330 <br />CSAH 83 (Armstrong Blvd &CSAH 1l6 (BunkerLakeBlvd) <br />Signal (Added EBthrough-right,lea and SBleturnlanes) <br />AM <br />85 <br />F <br />322 <br />F <br />RBL <br />NBT <br />802 <br />994 <br />PM <br />100 <br />F <br />295 <br />F <br />WBL <br />NBT <br />797 <br />1074 <br />CSAR 83 (Armstrong Blvd) &Alpine Drive NW <br />/WC <br />AM <br />4 <br />A <br />19 <br />C <br />EBT <br />FBL:T <br />36 <br />8) <br />PM <br />7 <br />A <br />29 <br />D <br />WEL <br />fBL'T <br />52 <br />106 <br />Alpine Drive NW &Puma Street NW <br />711'SC <br />AM <br />2 <br />A <br />8 <br />A <br />NBL <br />:YBL.T <br />38 <br />60 <br />PM <br />3 <br />A <br />9 <br />A <br />NEL <br />NBL•T <br />49 <br />79 <br />Puma Street NW &Bunker Lake Blvd <br />Option 1: AWSC <br />AM <br />4 <br />A <br />9 <br />A <br />SET <br />SBL•T•R <br />54 <br />PM <br />4 <br />A <br />10 <br />A <br />SBT <br />99911.•'R <br />59 <br />87 <br />Puma Street NW&BunkerLakeBlvd <br />Option 2: 32.eooed intersection (with clave) <br />AM <br />1 <br />A <br />8 <br />A <br />EBL <br />MLR <br />13 <br />43 <br />PM <br />1 <br />A <br />8 <br />A <br />EEL <br />MLR <br />24 <br />46 <br />Puma Street NW&:BunkerLakeBlvd <br />Option. 3: Roundabout <br />AM <br />3 <br />A <br />3 <br />A <br />SBL <br />SEL -TM <br />18 <br />53 <br />PM <br />3 <br />A <br />5 <br />A <br />NBT <br />SEL TR <br />19 <br />58 <br />*Delay in seconds per vehacle <br />**Maximum delay and LOS on any approach and!ormovement <br />k**Limiting Movement is the highest delay movement.. <br />****Max Queue refers to the 95% Queue (Passenger car stored length= 2511, Heavy velicle stored length = 45 ft) <br />Prepared by: Bolton & Menk, Inc. — R16.109828 <br />Future Business Park <br />Build Conditions <br />Page 22 <br />