Laserfiche WebLink
Name: Future Business Park Traffic Memorandum <br />Date: January 27, 2017 <br />Page: 4 <br />Table 1: Design Year (2040) with Existing Lanes <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 (Amtstrong Blvd) <br />Signal <br />AM <br />13 <br />B <br />24 <br />C <br />EBL <br />EBL <br />105 <br />174 <br />PM <br />12 <br />B <br />22 <br />C <br />EBL <br />EBL <br />98 <br />148 <br />TH 10/169 North Ramp & CSAH 83 (Amtstrong Blvd) <br />Signal <br />AM <br />63 <br />E <br />143 <br />le—T <br />WBR <br />WBT/R <br />468 <br />1152 <br />PM <br />71 <br />E <br />124 <br />F <br />WBR <br />WBT/R <br />595 <br />1560 <br />CSAH 83 (Armstrong Blvd & 147th Avenue <br />Signal <br />AM <br />55 <br />D <br />131 <br />F <br />NBL <br />NBT <br />759 <br />1327 <br />PM <br />52 <br />D <br />87 <br />F <br />NBL <br />NBT <br />660 <br />1252 <br />CSAH 83 (Armstrong Blvd) & CSAH 116 (Bunker Lake Blvd) <br />Signal (assumed double SBL & double WBL were stripped) <br />AM <br />69 <br />E <br />184 <br />F <br />NBL <br />NBT <br />784 <br />1086 <br />PM <br />100 <br />F <br />227 <br />F <br />NBL <br />NBT <br />733 <br />1109 <br />CSAH 83 (Armstrong Blvd) & Alpine Drive NW <br />TWSC <br />AM <br />5 <br />A <br />20 <br />C <br />EBT <br />EBUT <br />45 <br />114 <br />PM <br />9 <br />A <br />46 <br />E <br />EBL <br />NBIJT <br />68 <br />167 <br />Alpine Drive NW & Puma Street NW <br />TWSC <br />AM <br />2 <br />A <br />7 <br />A <br />NBL <br />NBUR <br />31 <br />54 <br />PM <br />3 <br />A <br />9 <br />A <br />NBL <br />NBIJT <br />51 <br />86 <br />Puma Street NW & Bunker Lake Blvd <br />Option 1: AWSC <br />AM <br />3 <br />A <br />9 <br />A <br />NBT <br />SBUT/R <br />50 <br />75 <br />PM <br />4 <br />A <br />7 <br />A <br />WBR <br />WBT/R <br />56 <br />86 <br />Puma Street NW & Bunker Lake Blvd <br />Option 2: 3 Legged intersection (with curve) <br />AM <br />0 <br />A <br />3 <br />A <br />EBR <br />EB UR <br />4 <br />18 <br />PM <br />0 <br />A <br />2 <br />A <br />EBL <br />EBIJR <br />7 <br />24 <br />Puma Street NW & Bunker Lake Blvd <br />Option 3: Roundabout <br />AM <br />2 <br />A <br />5 <br />A <br />NBT <br />SBUT/R <br />16 <br />51 <br />PM <br />2 <br />A <br />4 <br />A <br />SBT <br />SBUT/R <br />4 <br />23 <br />*Delay in seconds per vehicle <br />**Maximumdelay 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 />Analysis indicates that it there are anticipated to be capacity concerns along Armstrong <br />Blvd from Highway 10 to Bunker Lake Blvd. Mitigation is necessary at the intersection <br />of Armstrong Blvd at Bunker Lake Blvd. <br />2. 2040 Full Build with Mitigation <br />Table 2: Design Year (2040) with Mitigation <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 (Armstrong Blvd) <br />Signal <br />AM <br />11 <br />B <br />22 <br />C <br />EBL <br />EBL <br />95 <br />147 <br />PM <br />12 <br />B <br />23 <br />C <br />EBL <br />SBR <br />47 <br />171 <br />TH 1CV169 North Ramp &CSAH 83 (Armstrong Blvd) <br />Signal <br />AM <br />21 <br />C <br />53 <br />D <br />SBT <br />SBT <br />382 <br />727 <br />PM <br />49 <br />D <br />141 <br />F <br />SBT <br />SBT <br />809 <br />1272 <br />CSAH 83 (Armstrong Blvd & 147th Avenue <br />Signal <br />AM <br />12 <br />B <br />33 <br />C <br />SBL <br />NBT <br />199 <br />376 <br />PM <br />56 <br />E <br />Ill <br />F <br />SBT <br />SBT <br />664 <br />1232 <br />CSAH 83 (Armstrong Blvd) & CSAH 116 (Bunker Lake Blvd) <br />Signal (Added double EB thru, free right) <br />AM <br />38 <br />D <br />84 <br />F <br />NBL <br />NBT <br />353 <br />868 <br />PM <br />50 <br />D <br />139 <br />F <br />WBL <br />WBT <br />401 <br />915 <br />CSAH 83 (Armstrong Blvd) & Alpine Drive NW <br />TWSC (Added EB/WB RT lane) <br />AM <br />5 <br />A <br />26 <br />D <br />WBL <br />EBR <br />61 <br />110 <br />PM <br />10 <br />B <br />88 <br />F <br />EBT <br />NBIJT <br />77 <br />171 <br />Alpine Drive NW & Puma Street NW <br />TWSC <br />AM <br />2 <br />A <br />6 <br />A <br />WBL <br />NBUR <br />33 <br />56 <br />PM <br />3 <br />A <br />9 <br />A <br />NBL <br />NBIJT <br />48 <br />80 <br />Puma Street NW & Bunker Lake Blvd <br />Option 1: AWSC <br />AM <br />3 <br />A <br />9 <br />A <br />WBL <br />SBUT/R <br />50 <br />78 <br />PM <br />4 <br />A <br />8 <br />A <br />WBL <br />WBUT/R <br />57 <br />83 <br />Puma Street NW & Bunker Lake Blvd <br />Option 2: 3 Legged intersection (with curve) <br />AM <br />0 <br />A <br />3 <br />A <br />EBL <br />EBUR <br />4 <br />18 <br />PM <br />0 <br />A <br />5 <br />A <br />EBL <br />EBUR <br />6 <br />24 <br />Puma Street NW & Bunker Lake Blvd <br />Option 3: Roundabout <br />AM <br />2 <br />A <br />5 <br />A <br />NBT <br />SBUT/R <br />11 <br />37 <br />PM <br />2 <br />A <br />4 <br />A <br />EBT <br />SBUT/R <br />3 <br />21 <br />*Delay in seconds per vehicle <br />**Maxinwmdelay 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 />Analysis indicates <br />8oilan & Menk is an equal opporlunily employer, <br />