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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 -LOS** <br />Limiting <br />Movement <br />*** <br />Max Approach Queue <br />Direction <br />Average <br />queue (#t) <br />Max <br />Queue (ft) <br />Design Year 2D40 Alternative 1A <br />TH 10.' 169 South Ramp & CSAH 83 (Amastrong Blvd) <br />Sigazl <br />AM <br />1' <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 />NBL <br />EBL <br />130 <br />211 <br />TH 10.'169 North Ramp & CSAH 83 (Amnstrong Blvd) <br />Signet <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 />Sisal <br />AM <br />6i <br />E <br />175 <br />F <br />NEC <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 />CSAR 83 (Armstrong Blvd &CSAR 1l6 (B unkerLakeBlvd) <br />Signal (Added EB thrcwh-rift A5 ai dSB letvrnlanesj <br />AM <br />66 <br />E <br />162 <br />F <br />WBL <br />NBT <br />793 <br />990 <br />PM <br />74 <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 />WBR <br />FBLT <br />36 <br />80 <br />PM <br />9 <br />A <br />54 <br />F <br />EEL <br />IBLPF <br />76 <br />171 <br />Alpine Drive NW &Puma Street NW <br />218'SC <br />AM <br />2 <br />A <br />7 <br />A <br />NEL <br />'+IDLY <br />36 <br />58 <br />PM <br />3 <br />A <br />8 <br />A <br />NBL <br />NBLR <br />47 <br />74 <br />Puma StreetNW &Bunker Lake Blvd <br />Option 1: AWSC <br />AM <br />4 <br />A <br />9 <br />A <br />SBT <br />SBLTR <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 in&rsection (with curve.) <br />AM <br />1 <br />A <br />11 <br />0 <br />EBL <br />NBT 1 <br />14 <br />49 <br />PM <br />1 <br />A <br />8 <br />A <br />EBL <br />EBL 7 <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 />SBL T R <br />18 <br />57 <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 />**Maximum delay and LOS on any approach and'ormovement <br />***Limiting Movement is thehighest delay movement. <br />****Max Queue refers to the 95 o 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 -LCIS** <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 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 />446 <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 />WBR <br />WBT.•R <br />1037 <br />2033 <br />CSAH 83 (AnnstrongBlvd & 14711 Avenue <br />Siata1 <br />AM <br />90 <br />F <br />156 <br />F <br />NBL <br />NBT <br />920 <br />1217 <br />PM <br />B6 <br />F <br />237 <br />F <br />NBL. <br />NBT <br />822 <br />1330 <br />CS_AH 83 (Armstrong Blvd &CS AH 116 (Bunker LakeBlvd) <br />Si?nal (Added EB throw's -right 1.55 and SB IcY turn lanes.) <br />AM <br />85 <br />F <br />322 <br />F <br />WBL <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 Bh•d) &Alpine Drive NW <br />7WSC <br />AM <br />4 <br />A <br />19 <br />C <br />EBT <br />EBLT <br />36 <br />80 <br />PM <br />7 <br />A <br />29 <br />D <br />WEL <br />EBL'T <br />52 <br />106 <br />Alpine Drive NW&PumaStreet raw <br />TWSC <br />AM <br />2 <br />A <br />8 <br />A <br />NBL <br />NBL.-T <br />38 <br />60 <br />PM <br />3 <br />A <br />9 <br />A <br />NEI <br />NBLT <br />49 <br />79 <br />Puma Street NW &BunkerLakeBlvd <br />Option 1: ATVSC <br />AM <br />4 <br />A <br />9 <br />A <br />SBT <br />SBIJT/R <br />54 <br />PM <br />4 <br />A <br />10 <br />A <br />SBT <br />SBLTR <br />59 <br />37 <br />Puma Street NW &Bunked al. Blvd <br />Option 2: 3 L egged intersection (with c.e vej <br />AM <br />1 <br />A <br />8 <br />A <br />EBL <br />NBL•R <br />13 <br />43 <br />PM <br />1 <br />A <br />8 <br />A <br />EBL <br />EMIR <br />24 <br />46 <br />Puma Street NW &Bunker Lake Blvd <br />Option 3: Roundabout <br />AM <br />3 <br />A <br />3 <br />A <br />SBL <br />SBL T.•R <br />18 <br />53 <br />PM <br />3 <br />A <br />5 <br />A <br />NET <br />SBL T./R <br />19 <br />58 <br />*Delay in seconds per vehicle <br />**Maumnm delay and LOS on anv approach andiormovement <br />***Limiting Movement is the highest delay movement.. <br />****Max Queue refers to the 95 Queue (Passenger car stored length= 256, Heavy vehicle stored length =45ft) <br />Prepared by: Bolton & Menk, Inc. — R16.109828 <br />Future Business Park <br />Build Conditions <br />Page 22 <br />