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O-39-23 - C
HCM 61h TWSC Existing (2023) Traffic Volumes 400: Access A & Maley Road AM Peak Hour Intersection Int Delay, slveh Movement 1.2 E131 _EBR WBL WBT NBL NBR Lana Cunfigljratlowj 11 *' Y- Traffic Vol, vehlh 25 5 1 15 5 1 Future Vol, vehlh 25 5 1 15 5 1 Conflicting Reds, #!hr 0 0 0 0 0 0 Sign Control Free Free Free Fred Stop Stop RT Channelized None None ,• None Storage Length 0 Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 58 33 2 64 50 2 Mvmt Flow 26 5 1 16 5 1 Major/Minor Majorl Ma1or2 Minorl Conflicting Flow All 0 0 31 0 47 - 29 Stage 1 - - - - 29 Stage 2 - - 18 - Critical Hdwy - - 4.12 - 6.9 6.22 Critical Hdwy Stg 1 - - 5.9 - Critical Hdwy Stg 2 - - 5,9 - F011ow-up Hdwy 2.218 3,95 3,318 Pot Cap-1 Maneuver 1582 855 1046 Stage 1 - 883 Stage 2 - - 894 - Platoon blocked, % - Mov Cap-1 Maneuver - - 1582 854 1046 Mov Cap-2 Maneuver - - 854 - Stage 1 - - - 883 Stage 2 893 Approach EB WS NB HCM Control Delay, s i] 0.5 9.1 HCM LDS A Minor I orm/Mtlior Mvrnt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 881 - 1582 HCM Lane VIC Ratio 0.007 0,001 HCM Control Delay (s) 9.1 73 0 HCM Lane LDS A A A HCM 95th %tile C,t(veh) 0 0 - 0612712023 Synchro 11 Report Kimsey -I lorn Paye 3 HCM 6th TWSC Existing (2023) Traffic Volumes 600: Main Street & Access C: AM Peak Hour Intersection '�-„,_-, 'I Int Delay, shah 0 - Movement FBt_ FBT WBT WBR SBL SBR Lane Configurations 4 Ik Traffic Vol, vehlh 1 260 460 1 1 1 Future Vol, vehlh 1 260 450 1 1 1 Confllcting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channellzed - None None • None Storage Length - - 0 Veh in Median Storage, # - 0 0 0 Grade, % 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 19 10 2 2 2 Mvmt Flow 1 274 474 1 1 1 Ma or/Minor Majorl Major2 Minor2 Conflicting Flow All 475 0 0 751 475 Stage 1 - - - 475 - Stage 2 - 276 - Critical Hdwy 4.12 - 6,42 6.22 Critical Hdwy Stg 1 - 5,42 - Critical Hdwy Stg 2 - - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap-1 Maneuver 1087 - 378 590 Stage 1 - 626 - Stage 2 - 771 - Platoon blocked, % - Mov Cap•1 Maneuver 1087 378 590 Mov Cap-2 Maneuver 378 - Stage 1 - 625 Stage 2 - 771 Approach EE WB SB HCM Control Delay, s 0 0 12,8 IICM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR S131-0 Capacity tveh/h) 1087 461 .� HCM Lane VIC Ratio 0,001 0,006 HCM Control Delay (s) 8.3 0 12.8 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 0 06/27/2023 Synchro 11 Reporl Kimley-Horn Page 4 ICM 6th TWSC Existing (2023) Traffic Volumes 70& Access B & Maley Road AM Peak Hoar Intersection Int Delay, slveh 3.3 Movement EBT EBR WBL WBT NBL NBR Lane. Configurations '4 +T traffic Vol, vehlh 1 25 1 1 15 1 Future Vol, vehlh 1 25 1 1 15 1 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Free I-ree Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, A 0 - 0 0 - Grade, % 0 - - 0 0 Peak Flour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 26 1 1 16 1 Major/Minor Majorl Major2 Minorl Cunfli(Jing Flow All 2 0 27 0 17 '14 Stage 1 14 Stage 2 - 3 Critical Hdwy - 4.12 6.42 6,22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pat Cap-1 Maneuver - - 1587 - 1001 1066 Stage 1 - - - 1009 Stage 2 - - - - 1020 - Platoon blocked, % - - Mov Cap-1 Maneuver 1587 - 1000 1066 Mov Cap-2 Maneuver - 1000 - Stage 1 - 1009 - Stage 2 - 1019 Approach FB WO NB 1 HCM Control Delay, s 0 3.6 8.6 HCM LOS A Minor Lane/Wior Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 1004 1687 HCM Lane VIC Ratio 0 017 0.001 HCM Control Delay (s) 8,6 73 0 HCM Lane LOS A A A HCM 95th °/stile Q(veh) 0,1 0 - 06/27/2023 Synchro 11 Report Kimley-Horn Page 5 HCM 6th TWSC Existing (2023) Traffic Volumes 100. Maley Road PM Peak Hour Intcrsectlon hit Del,iy, slveii Movement 5,f EBL EBT EBR W51. WBT WBR NBL NBT NBR SBL SBT SBR t FIV C,W1[9LJQ*01)s f4+ Traffic Vol, vehlh 1 1 15 45 1 1 5 5 15 1 20 1 Future Vol. vehlh 1 1 15 45 1 1 5 5 15 1 20 1 Conflicting Peds, Or 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop I-ree Free Free Free Free Free RT Channelized - - None - - None - None - None St L th orage eng - - - Veh in Median Storage, # - 0 - - 0 - 0 0 Grade, % 0 - - 0 - 0 0 Peak flour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 19 2 50 100 75 56 50 17 2 Mvmt Flow 1 1 16 47 1 1 5 5 16 1 21 1 Ma or/Minor Minor2 Minorl Majorl Ma W Conflicting Flow All 48 55 22 55 47 13 2.2 0 0 21 0 0 Stage 1 24 24 - 23 23 - - - Stage 2 24 31 - 32 24 - - - Critical Hdwy 7,12 6.52 6.22 7.29 6.52 6,7 5.1 4.6 - - Critical Hdwy atg 1 6,12 5.52 - 6.29 5,52 - - - Critical Hdwy $tg 2 6,12 5,52 . 6.29 5.52 - - Follow-up Hdwy 3.518 4.018 3.318 3.671 4,018 315 3A 2.65 Pot Cap-1 Maneuver 953 836 1055 9Q2 845 943 1136 - - 1333 Stage 1 994 875 - 953 876 - - Stage 2 994 869 - 943 875 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 947 832 1055 884 841 943 1136 - - 1333 Mov Cap-2 Maneuver 947 832 - 884 841 - - Stagel 990 874 - 949 872 Stage 2 988 866 927 874 Approach _ EP WB NB SB HCM Control Delay, s 8 6 A.? 1.6 0.4 -_ 11CM LOS A A Minor LanclMa or Wni NBL NBT NBR EBLn1WBLnt SRI SRT SBR ; Capacity (vehlh) 1136 - 1032 884 1333 HCM Lane VIC Ratio 0.005 - 0.017 0.056 0.001 HCM Control delay (s) 8,2 0 - 8.6 9.3 7.7 0 HCM Lane LO5 A A - A A A A HCM 95th %tile Q(veh) 0 - 0.1 0.2 0 - 0612712023 Synchro 11 Report Kimley-Worn Page 1 HCM 6th TWSC Existing (2023) Traffic Volumes 200: Main Street & Maley Road PM Peak Hour Intersection or Iril Delay, r;/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T'+ r Traffic Val, vehlh 5 445 505 20 50 30 Future Vol, vehlh 5 445 505 20 50 30 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 0 Veh in Median Storage, 9 - 0 0 0 - Grade, % 0 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 50 4 6 79 17 6 Mvrnt Flow 5 468 532 21 53 32 Major/Minor Majorl Major2 Minor2 Conflicting Clow All 553 0 0 1021 543 Stage 1 - - - 543 - Stage 2 - 47B - Critical Hdwy 4,6 - 6.57 6.26 Critical Hdwy Stg 1 - - 5.57 Critical Hdwy 5tg 2 - - 5,57 - Follow-up Hdwy 2.65 3,653 3,354 Pot Cap-1 Maneuver 816 - - 246 532 Stage 1 - - 553 Stage 2 - - 594 - Platoon blocked, % - Mov Cap-1 Maneuver 816 - 244 532 Mov Cap-2 Maneuver - - 244 - Stage 1 549 Stage 2 594 EB WB SB HCM Conlroi Delq, s q. i i) 1�).5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR S81..ni SRI..N Capacity (vehlh) 816 244 532 HCM Lane VIC Ratio 0.006 0.216 0.059 HCM Control Delay (s) 9.4 0 23.8 12.2 HCM Lane LOS A A C 8 HCM 95th %tile Q(veh) 0 - 0.8 0.2 06/27/2023 5ynchro 11 Report Klmley-Horn Page 2 HCM 6th TWSC Existing (2023) Traffic Volumes 400: Access A & Maley Road PM Peak Hour Intersection 7 Inl D(�Iay, slv(dh 2 Movement LB7 CBR WBL WBT NBI. NRR Lane Cori figurations T+ 4 Traffic Vol, vehlh 5 5 1 30 10 1 Future Vol, vehlh 5 5 1 30 10 1 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - 0 Vein in Median Storage, # 0 - 0 0 - Orade, %4 0 - 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 67 50 2 17 25 2 Mvmt Flow 5 5 1 32 11 1 MajorlMlnor Majorl Major2 Minorl _ Conflicting Flow All 0 0 10 6 42 8 Stage 1 - - 8 - Stage 2 - - 34 - Crilical Hdwy - - 4.12 - 6,65 6.22 Critical Hdwy Sig 1 - - - 5,65 - Critical Hdwy Stg 2 - - 5.65 Follow-up Hdwy 2.218 - 3,725 3,318 Pot Cap-1 Maneuver - - 1610 914 1074 Stage 1 - 958 - Stage 2 - - 932 - Platoon blocked, % - - Mov C81p-1 Maneuver - - 1610 913 1074 Mov Cap-2 Maneuver - - 913 - Stage 1 958 Stage 2 931 Approach FB WR NEB =-- - HGM Control Delay. 5 0 {J.2 6,9 HCM LOS A Minor Laneftior MvmL NRI n1 FRT FRR WBL WET Capacity (vehlh) 926 1610 HCM Lane V/C Ratio 0-013 0,001 HCM Control delay (s) 8.9 72 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - - 0 06127/2023 Synchro 11 Report Kimley-Horn Page 3 HCM 6th TWC Existing (2023) Traffic Volumes 600: Main Street & Access C PM Peak Hour Intorsection Int Delay, slveh 0 Movement EBL EBT WBT WBR SBL SBfr Lane, Configurations +` 1� Traffic Vol, vehlh 1 495 525 1 1 1 Future Vol, vehlh 1 495 525 1 1 1 Conflicting Peds, #!hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # - 0 t7 0 Grade, % - 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Hoavy Vehicles, % 2 5 8 2 2 2 Mvmt Flow 1 521 553 1 1 1 Major/Minor M_ ajorl Major2 Minor2 Gonflicling Flow All 554 0 0 1077 554 Stage 1 - - - 554 - Stage 2 - 523 Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Sig 1 - 5.42 - Critical Hdwy Sig 2 - - 5,42 Follow-up Hdwy 2,218 3.518 3.318 Pot Cap-1 Maneuver 1016 242 532 Stage 1 - 575 - Stage 2 - 595 - Platoon blacked, % Mov Cap-1 Maneuver 1016 242 532 Mov Cap-2 Maneuver - 242 - Stage 1 - 574 Stage 2 - 595 EB WB SB HCM Control Delay, s 0 I ICM LOS C Minor LnnelMa or Mvml EBL Lt37 WBT WBR SF3�.n1 - Capacity (vehlh) 1016 333 HCM Lane VIC Ratio 0.001 0,006 HCM Control Delay (s) 8.5 0 - 15.9 HCM Lane LOS A A C HCM 95th °/stile Q(veh) 0 - - 0 06127/2023 Synchro 11 Report Kimley-Morn Pa11r, 4 HCM 0th TWSC Existing (2023) Traffic Volumes 700- Access B & Maley Road PM Peak Hour Intersection Int Delay, slveh I.1 Movement F,6T Ff3R WBL WBT NBL NBR Lone CoMigurations '4 Y Traffic Vol, vehlh 1 5 1 1 30 1 Future Vol, vehlh 1 5 1 1 30 1 Conflicting Pods, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 5 1 1 32 1 MajorlMinor Msalorl Major2 Minorl Conflicting Flow All 0 0 6 0 7 4 Stage 1 - - - 4 - Stage 2 - 3 Critical Hdwy 4,12 - 6.42 6,22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy SlIg 2 - - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver - 1615 1014 1080 Stage 1 - - 1019 - Stage 2 - - 1020 Platoon blocked, % Mov Cap-1 Maneuver 1615 1013 1080 ? Mov Cap-2 Maneuver - 1013 - Stage 1 - - 1019 Stage 2 - 1019 - FB WB NB HCM Control D("W' s U 3.6 8.7 HCM LOS A Minor Lane/Major Mvmt N81-n1 BST BBR WBL WBT Capacity (vehlh) 1015 1615 HCM Lane V/C Ratio 0,032 0.001 HCM Control Delay (s) 8.7 7.2 0 HCM Lane LOS A A A HCM 95th °/stile Q(veh) 0.1 0 - 06/27/2023 Synchro 11 Report Kimley-Horn rage 5 Kimley>>>Horn FUTURE (2029) NO -BUILD CAPACITY REPORTS .J6 11mil Lfimmit, IL June 2023 HCM 6th TWSC Future (2029) No -Build Traffic Projections 100: Maley Road AM Peak Hour lnierscclion `� Inn De.I;iy, slveh 3,6 Movement BBL BBT B13R VVUL W3l VVBR N131. NBT NBR SBL SBT SBR 7 Lanz, Configurations +- Traffic Vol, vehlh 1 1 10 20 1 16 20 45 1 10 1 Future Vol, vehlh 1 1 10 20 1 1 15 A 45 1 10 1 Conflicting Peds, #1hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Freo Free RT Channelized - - None None - - None - - None Storage Length - - - - - - Veh in Median Storage, # - 0 - - 0 u 0 - 0 Grade, % 0 - - 0 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 91 58 2 2 23 9 44 2 75 2 Mvmt Flow 1 1 11 21 1 1 16 21 47 1 11 1 Majoriminor Minor2 Minors Majorl _ Major2 Conflicting Flow All 92 114 12 97 91 45 12 0 0 68 0 0 Stage 1 14 14 - 77 77 - - - - - Stage 2 78 100 - 20 14 - - Critical Hdwy 7,12 8.52 7,11 7.68 6.52 6.22 4.33 4.12 - - Critical Hdwy Stg 1 6.12 5.52 6,68 5.52 - - - . Critical Hdwy Stg 2 6.12 5.52 - 6.68 5.52 - - - - - Follow-up Hdwy 3.518 4.018 4.119 4.022 4.D18 3.318 2,407 - 2,218 Pot Cap-1 Maneuver 892 776 859 768 799 1025 1480 - 1533 Stage 1 1006 884 - 810 831 - - Stage 2 931 812 872 884 - - - - Platoon blocked, % Mov Cap-1 Maneuver 882 767 859 751 789 1025 1480 1533 Mov Cap-2 Maneuver 882 767 751 789 - - - Stager 995 883 801 822 Stage 2 919 803 859 1383 - - Approach EB VVB NB SB HCM Control Delay. s 9,3— 1.4 0.6 HCM LOS A A Minor LanefMa3or Mvrnt — NBL NBT NBR EBLn1WBLni S R I SRT SRR Capacity (vehlh) 1480 852 762 1533 HCM Lane VIC Ratio 0.011 - 0.015 0.03 0.D01 HCM Control Delay (s) 7.5 0 - 9.3 9.9 7.3 0 - HCM Lane LQS A A A A A A - HCM 95th %tile Q(veh) 0 - 0 0.1 0 - - 06/2712023 Synchro 11 Report Kimley-Morn Page 1 HCM 6th TWSC Future (2029) No -Build Traffic Projections 200: Main Street & Maley Road AM Peak Hour Intersoction Int Delay, slveh 1,2 Movement EBI. EBT WBT WBR SSL SBR" Lallo Configurations *' T, r Traffic Vol. vehlh 30 255 440 50 25 15 Future Vol, vehlh 30 255 440 50 25 15 Conflicting Peds, 41hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - 0 0 Veh in Median Storage, # - a 0 0 - Grade, % 0 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 32 13 8 28 69 56 Mvmt Flow 32 268 463 53 26 16 Major/Minor Majorl_ Major2 Mlnor2 _ Conflicting Flow All 516 0 0 822 490 Stage 1 - - - 490 - Stage 2 - 332 Critical Hdwy 4.42 7,09 6.76 Critical Hdwy 5tg 1 - - 6.09 - Criticai Hdwy Stg 2 - - - - 6.09 - Follow-up Hdwy 2.488 4.121 3,804 Pot Cap-1 Maneuver 913 - 267 483 Stage 1 498 - Stage 2 - - - 599 - Platoon blocked, % Mov Cap-1 Maneuver 913 - - 256 483 Mov Cap-2 Maneuver - - 256 - Stage 1 - - - 478 Stage 2 - 599 Approach EB WS SB HCM Control DOay, s 1 0 17.7 1 ICM LOS C Minor Laneftjor Mvmt ESL EBT WBT WBR SBLn1 SDLn2 Capacity (vehlh) 913 - 266 483 HCM Lane V/C Ratio 0,035 - 0.103 0,033 HCM Control Delay (s) 9.1 0 20.7 12.7 HCM Lane LOS A A C 8 HCM 95th %tile Q(veh) 0.1 0.3 01 0012712023 Synchro 11 Report Kimley-Horn Page 2 HCM 6th TWSC Future (2029) No -Build Traffic Projections 400: Access A & Maley Road AM Peak Hour Intersection Int Dolay, slvch 1,1 Movement EST EBR WBL WEST NBL NBR Lane Configurations '* T Y Traffic Vol, vehlh 30 5 1 15 5 t Future Vol, veh/h 30 5 1 15 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Freo Free Free Free Stop Stop RT Channalized - None None - None Storage Length - - - 0 Voh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 58 33 2 64 50 2 Mvmt Flow 32 5 1 16 5 1 MajorlMinor Majorl Major2 Minorl Conflicting Flow All 0 0 37 0 53 35 Stage 1 - - 35 Stage 2 18 Critical Hdwy - 4,12 6.9 6.22 Critical Hdwy 6tg 1 - 5.9 - Critical Hdwy Stg 2 - - 5,9 Follow-up Hdwy - 2.218 3.95 3.318 Pot Cap-1 Maneuver - 1574 - 848 1038 Stage 1 - 877 - Stage 2 - - - 894 - Plataon blocked, % - Mov Cap-1 Maneuver - - 1574 - 847 1038 Mov Cap-2 Maneuver - - - 847 Stage 1 - - - - 877 Stage 2 - 893 Approach �13 Wb NR HCM Control Delay, s 0 ().5 c) 1 HCM LOS A Minor Lanelmaior Mvntl NBLn1 EBT EBR WRI WBT Capacity (vehlh) 874 1574 HCM Lane V/C Ratio 0.007 0.001 HCM Control Delay (s) 9.1 7.3 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 0 - 06/2712023 Synchro 11 Roport Kimley-Horn Pagc 3 HCM 6th TWSC Future (2029) No -Build Traffic Projections 600: Main Street & Access C AM peak Hour Intersection Int Delay, slveh 0 Movement EGL EST WBI W3t3 Sl3L SBR Lane Configurations 4 1► Y Traffic Vol, vehlh 1 280 490 1 1 1 Future Vol. vehlh 1 280 490 1 1 1 Conflicting Pads, #1hr 0 0 0 0 0 0 Sign Control Free Free Free Free stop Stop RT Channelized None None - None Storage Length - 0 Vela in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 19 10 2 2 2 Mvmt Flow 1 295 516 1 1 1 Major/Minor Majofl Ma#2 Minor2 Conflicting Flow All 51.E 0 0 814 517 stage 1 - - - 517 - Stage 2 - 297 - Critical Hdwy 4.12 - - 6.42 6.22 Critical Hdwy Sig 1 - - 5.42 - Critical Hdwy Sig 2 - 5.42 - Follow-up Hdwy 2.218 3,518 3.318 Pot Cap-1 Maneuver 1049 - - - 347 558 Stage 1 - 598 Stage 2 - - 754 - Platoon blocked, % - Mov Cap-1 Maneuver 1049 - 347 558 Mov Cap-2 Maneuver - 347 Stage 1 - 597 Stage 2 754 Approach E13 WB SB HCM Control Delay r; 0 0 13.5 HCM LOS B Minor Lano Major Mvmt FRL. FRT WRT WRR S1301 Capacity (vehlh) 1049 428 HCM Lane VIC Ratio 0.001 (10015 HCM Control belay (s) 8.4 0 13.5 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0 06127/2023 Synchro 11 Report Kimley-Horn page 4 HCM 6th TWSC Fuhtre (2029) No -Build Traffic Projections 700- Access B & Maley Road AM Peak Hour Intersection Int Delay, slveh 3 Movement EBT ESR WBL WBT NBL NBR Lane Configurations T+ 4 Traffic Vol, vehlh 1 30 1 1 15 1 Future Vol, vehlh 1 30 1 1 15 1 Conflicting Peds, #!hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - 0 Veh in Median Storage, # 0 - 0 0 Grade, % Q - 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 32 1 1 16 1 MajorlMinor Ma�orrl M8jnr7 Mirrorl Conflicting Flow All 0 0 33 0 20 17 Stage 1 - 17 Stage 2 - 3 Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 Critical Hdwy Stg 2 - - - - 6.42 - Follow-up Hdwy - 2.218 3.518 3,318 Pot Cap-1 Maneuver - 1579 997 1062 Stage 1 - 1006 Stage 2 - - 1020 - Platoon blocked, % Mov Cap-1 Maneuver 1579 - 996 1 Q62 Mov Cap-2 Maneuver 996 Stage 1 - 1006 Stage 2 - 1019 Appro,ach Eb WB NB HCM Control Delay, s [) 3.6 6,7 HCM LOS A Minor Lane/Maior Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 1000 1579 HCM Lane VIC Ratio 0.017 0.001 HCM Control Delay (s) 8.7 7.3 0 HCM Lane LOS A A A HCM 95th °/stile Q(veh) 0,1 0 - 0612712023 Synchro 11 Report Kimley-Horn Page 5 HCM 6th TWSC Future (2029) No -Build Traffic Projections 1 00: Maley Road PM Peak i-lour Intersection.- Int Delay, slveh 5.9 Movement EBL EBT ESR W6L WBT WBR NBL NBT NBR Sl3L SBT SBR Lane Configurations + 44 Traffic Vol, vehlh 1 1 15 50 1 1 5 5 15 1 20 1 Future Vol, vehlh 1 1 15 50 1 1 5 5 15 1 20 1 Conflicting Peds, #Mr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Slop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None None None Storage Length - Veh in Median Storage, # 0 - - 0 - - 0 - 0 Grade, %d 0 - - 0 0 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, %d 2 2 2 19 2 50 100 75 56 50 17 2 Mvmt Flow 1 1 16 53 1 1 5 5 16 1 21 1 Major/Minor Minor2 WOO Ma'or1 Major2 Conflicting Flow All 48 55 22 55 47 13 22 0 0 21 0 0 Stage 1 24 24 23 23 - - - - - Stage 2 24 31 32 24 - - - - Critical Hdwy 7.12 6.52 6,22 7.29 6,52 6,7 5,1 - 4.6 Critical Hdwy Stg 1 6.12 5.52 - 6.29 5,52 - - Critical Hdwy Sig 2 6.12 5.52 • 6.29 5,52 - - - - - Follow-up Hdwy 3,518 4,018 3,318 3,671 4,018 3.75 3.1 2.65 Pot Cap-1 Maneuver 953 836 1055 902 845 943 1136 - - 1333 - Stage 1 994 875 - 953 876 - - Stage 2 994 869 - 943 875 - - - - - Platoon blocked, %p - Mov Cap-1 Maneuver 947 832 1056 884 841 943 1136 - 1333 Mov Cap-2 Maneuver 947 832 - 884 841 - - - Stage 1 990 874 949 872 - Stage 2 988 866 927 874 Approach EB WB N8 SB HCM Control Delay, s 8,6 9.3 1.6 0.4 HCM LOS A A Minor Lane/Major Writ NK NBT NBR SBLn1W131-r11 S8L SBT SBR Capacity (vehlh) 1136 1032 884 1333 - HCM Lane VIC Ratio 0,005 0,017 0,062 0.001 - - HCM Control delay (s) 8,2 0 8,6 9,3 7.7 0 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0 - 0.1 0.2 0 - 06127/2023 Synchro 11 Report Kimley-Horn Page 1 HCM 6th TWSC Future (2029) No -Build Traffic Projections 200- Main Street & Manley Road PM Peak Hour Intersection Int ❑elay, slveh 1,l MQVement EBL EBT WBT WBR 5BL $13R Wrie Configurations *' r Traffic Vol, vehlh 5 480 550 20 55 30 Future Vol, vehlh 5 480 550 20 55 30 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Frou Stop Stop RT Channelized - None - None - None Storage Length - 0 0 Veh in Median Storage, # - 0 0 - 0 Grade, % - 0 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 50 4 6 79 17 6 Mvmt Flaw 5 505 579 21 58 32 Major/Minor Ma'or1 Ma'or2 Mlnor2 Conflicting Flow All 600 0 0 1105 590 Stage 1 - - - 690 - Stage 2 - 615 - Critical Hdwy 4.6 - 6,57 6.26 Critical Hdwy Stg 1 - 5,57 Critical Hdwy Stg 2 - - 5,57 - Follow-up Hdwy 2.65 - 3.663 3.354 Pot Cap-1 Maneuver 781 218 500 Stage 1 526 - Stage 2 - - 570 - Platoon blacked, % Mov Cap-1 Maneuver 781 - - 216 500 Mov Cap-2 Maneuver - 216 Stage 1 - - - - 521 - Stage 2 - - 570 Approach EB WB Ski HCM Control Delay, s 0.1 0 22.4 HCM LOS C Minor Lane/Mayor Mvmt EBL EBT WB'r VVBR SBLn1 SBLn2 Capaclty (vehlh) 781 216 500 HCM Lane VIC Ratio 0.007 0.268 0.063 HCM Control Delay (s) 9.6 0 27.7 12.7 HCM Lane LOS A A D B HCM 95th %tile Q(veh) 0 1 0.2 06/27/2023 Synchro 11 Report Kimley-Horn Page 2 HCM 6th TWSC Future (2029) No -Build Traffic Projections 400- Access A & Maley Roach PM Peak Hour Intersection Int Delay, slveh Movement 1.9 EBT EBR WBL WBT NBL N13R Lana Configurations T *T Traffic Vol. vehlh 5 5 1 35 10 1 Future Vol, vehlh 5 5 1 35 10 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - Nona • None Storage Length 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %4 67 50 2 17 25 2 Mvmt Flow 5 5 1 37 11 1 Ma or/Minoi Ma or1 Ma or2 WOO Conflicting Flow All 0 0 10 0 47 8 Stage 1 - - 8 - Stage 2 - 39 Critical Hdwy 4,12 - 6.65 6,22 Critical Hdwy Stg 1 - 5.65 - Critical Hdwy Stg 2 - - - 5.65 - Follow-up Hdwy - 2.218 3.725 3.318 Pot Cap-1 Maneuver - - 1610 908 1074 Stage 1 - 958 - Stage 2 - - - 928 - Platoon blocked, % Mov Cap-1 Maneuver - 1610 907 1074 Mov Cap-2 Maneuver - 907 - Stage 1 - - - - 958 - Stage 2 - - - 927 - Approach EB WB NB HCM Control Delay, s 0 0.2 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WFIT Capacity (vehlh) 920 - - 1610 - HCM Lane VIC Ratio 0.013 0.001 HCM Control Delay (s) 9 - - 7.2 0 HCM Lane LOS A A A HCM 95th %fltlle Q(veh) 0 0 - 06127/2023 Synchro 11 Report Kimley-Horn Page 3 HCM 6th TWSC Future (2029) No -Build Traffic Projections 600- Main Street & Access C PM Peak Hour Intersection Inl Delay, slveh Movement 0 EBL EBT WBT WBR SBL SBR lane Configur"Amis 4 T+ Y- Traffic Vol, vehlh 1 535 570 1 1 1 Future Vol, vehlh 1 535 570 1 1 1 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop PT Channelized - None - Nona • None Storage Length 0 Veh in Median Storage, # - 0 0 - 0 Grade, % - 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 5 8 2 2 2 Mvrnt Flow 1 563 600 1 1 1 Major/Minor Majorl Major? Minor2 -- - - --- - Conflicting Row All 601 0 0 1166 601 Stage 1 - - 601 - Stage 2 - 565 - Critical Hdwy 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy Stg 2 - - - 5,42 - Follow-up Hdwy 2.218 - 3,518 3.318 Pot Cap-1 Maneuver 976 - - - 214 500 Stage 1 - 547 - Stage 2 - - 569 - Platoon blocked, % Mov Cap-1 Maneuver 976 - - 214 500 Mov Cap-2 Maneuver - - 214 Stage 1 - 546 - Stage 2 - - - 569 Approach EB WB SB HCM Control Delay, s 0 0 17.1 HCM LOS C Minor Lane/Major Mvmt EBL E3T WBT VVBR SBLnl Capacity (vehlh) 976 300 HCM Lane VIC Ratio 0,001 - - 0.007 HCM Control Delay (s) 8,7 0 - - 17.1 HCM Lane LOS A A C HCM 95th %tile Q(veh) 0 - 0 0612712023 Synchro 11 Roport Kimley-Florn Page 4 HCM 6th TWC Future (2029) No -Build Traffic Projections 700: Access B & Maley Road PM Peak Hour Intersection Int Delay, elveh 7.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t Traffic Vol, vehlh 1 5 1 1 35 1 Fulure Vol. vehlh 1 5 1 1 35 1 Conflicting Peds, 41hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 - Grade, % 0 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 5 1 1 37 1 Major/Minor Majorl Major2 Minorl Conflicting F'low All 0 0 6 0 7 4 Stage 1 - - - - 4 - Stage 2 - 3 Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Sig 1 - - - • 5.42 - Critical Hdwy Stg 2 - - 5.42 Follow-up Hdwy 2,218 3.518 3.318 Pot Cap-1 Maneuver - 1615 - 1014 1080 Stage 1 - 1019 Stage 2 - - - - 1020 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1615 - 1013 1080 Mov Cap•2 Maneuver - 1013 - Stage 1 1019 - Stage 2 1019 FED Wf3 NB HCM Control Delay, s U 3.6 8,7 HCM LOS A Minor Laneftior Mvmt NBl.n1 EBT FBR WBL WBT Capacity (vehlh) 1015 1615 HCM Lane VIC Ratio 0.037 0,001 HCM Control delay (s) 8.7 T2 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - - 0 0612712023 Synchro 11 Report Kimley-Horn Page 5 Klmley>#Horn FUTURE (2029) BUILD CAPACITY REPORTS JB Hint— Lamont,1l June 2U23 HCM 6th TWSC Future (2029) Build Traffic Projections 100: Maley Road AM Peak Hour IntergPdDn Int Delay, slvuh 4.1 Movement EBL EBT EBR WBL, WBT WBR NSL NBT NBR SBL SBT SSR Lane Configurations c *. Traffic Vol, vehlh 1 1 10 65 1 1 15 20 110 1 10 1 Future Vol, vehlh 1 1 10 65 1 1 15 20 110 1 10 1 Conflicting Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Slop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - None None Storage Length . Veh in Median Storage, 0 0 - 0 - 0 - Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 91 79 2 2 23 9 25 2 38 2 Mvmt Flaw 1 1 11 68 1 1 16 21 116 1 11 1 Major/Minor Minor2 Minorl _ Majorl Major2..___.._ Conflicting Flaw All 126 183 12 131 125 79 12 0 0 137 0 0 Stage 1 14 14 111 111 - - - - Stage 2 112 169 - 20 14 - - - - - Critical Hdwy 7.12 6,52 7.11 7.89 6.52 6,22 4.33 - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6,89 5.52 - - - - Critical Hdwy 5tg 2 6.12 5.52 - 6.89 5.52 - - - - Follow-up Hdwy 3.518 4,018 4.119 4.211 4,018 3.318 2.407 2.218 - PotCap-1 Maneuver 848 711 859 692 765 981 1480 1447 - - Stagel 1006 884 737 804 - - Stage 2 893 759 - 832 884 - - - - Platoon blocked, % - Mov Cap-1 Maneuver 838 702 859 676 765 981 1480 - - 1447 - Mov Cap-2 Maneuver 838 7D2 - 676 755 - - - Stage 1 994 883 728 794 - - - Stage 2 880 750 820 883 - Approach _EB WB NU SB HCM Controi Relay, s 9.3 10.9 0.8 0.5 HCM LOS A B Minor LanelMaior Mvmt NBL NBT NBR E13LnlWBLn1 S8L SBT SBR Capacity (Vehlh) 1480 842 680 1447 - HCM Lane VIC Ratio 0.011 0,015 0.104 0,001 HCM Control Delay (s) 7,5 0 - 93 10.9 7.5 0 HCM Lane LOS A A - A B A A HCM 95th %tile Q(veh) 0 - 0 0.3 0 - - 0612212023 Synchro 11 Report Klmley-Horn Page 1 HCM 6th TWSC Future (2029) Build Traffic Projections 200: Main Street & Maley Road AM Peak Hour Intersection Int Delay, slveh 3 Movement EBL EBT WPT WSR SBL SBR Lane Configurations 4G+ Traffic Vol, vehlh 55 255 44C 90 65 20 Future Vol, vehlh 55 255 440 90 65 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free free Free Frco Stop Stop RT Channelized - None None None Storage Length - - - 0 0 Veh in Median Storage, # - 0 0 0 - Grade, % 0 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 17 12 7 25 88 28 Mvmt Flow 58 268 463 95 68 21 major/Minor Maiorl Ma Minor2 Conflicting Flaw All 558 0 0 895 511 Stage i - - - 511 Stage 2 - 384 - Critical Hdwy 4.27 - - 7.28 6.48 Critical Hdwy Stg 1 - - 6,28 - Crilical Hdwy Stg 2 - - - 6,28 - Follow-up Hdwy 2.353 - - 4,292 3.552 Pot Cap-1 Maneuver 942 223 514 Stage 1 - 469 - Stage 2 - - - 535 - Platoon blacked, % Mov Cap-1 Maneuver 942 - - 207 514 Mov Cap-2 Maneuver - - 207 Stage 1 - - - - 426 Stage 2 - 535 Approach EB WS SB HCM Control Delay, s 1.6 0 26.4 HCM LCS D Minor Line/Major Mvmt EBL EST WBT WSR SBLn1 SBLn2 - — Capacity (vehlh) 942 - 207 514 HCM Lane VIC Ratio 0.061 0.331 0,041 HCM Control Delay (s) 9.1 0 30.7 12.3 HCM Lane LQS A A D B HCM 95th %tile Q(veh) 0.2 - 1.4 0.1 06122/2023 Synchro 11 Report Kimley-Horn Page 2 HCM 6th TWSC Future (2029) Build Traffic Projections 300.- Access C & Maley Road AM Peak Hour Intersection Int Delay, slveh 0.1 Movement EBT EBR WBL WST N8L NBR J Lane Configurations '+ Y Traffic Vol, vehlh 100 10 1 65 1 1 Future Vol, vehlh 100 10 1 65 1 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Froo Freo Free Free 51op Stop RT Channelized - None - None None Storage Length - i} Veh in Median Storage, # 0 0 0 Grade, % 0 0 U Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 26 9 2 80 2 2 Mvmt Flow 105 11 1 68 1 1 Ma'or/Minor Major1 Major2 Minorl Conflicting Flow All 0 0 116 0 181 ill Stage 1 - - - - 111 Stage 2 - 70 - Critical Hdwy - 4,12 - 6.42 6.22 Critical Hdwy Stg 1 - 5,42 - Critical Hdwy Stg 2 - 5,42 - Follow-up Hdwy - 2.218 3,518 3.318 Pat Cap-1 Maneuver 1473 808 942 Stage 1 - 914 - $lage 2 - - 953 - Platoon blocked, % Mov Cap-1 Maneuver - - 1473 - 807 942 Mov Cap-2 Maneuver - 807 Stage 1 - - - 914 Stage 2 - 952 Approach LB WS N6 HCM Control Delay, s 0 0.1 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EST EBR WRI WST Capacity (vehlh) 869 1473 HCM Lane VIC Ratio 0.002 0.001 HCM Control Delay (s) 9.2 7.4 0 HCM Lane LOS A A A HCM 95th %stile Q(veh) 0 - - 0 - 06/22/2023 Synchro 11 Report Kimley-Horn Page 3 HCM 6th TWSC Future (2029) Build Traffic Projections 400, Access D & Maley Road AM Peak Hour Intorsjootion IN Delay, slveh Movement 3,2 EBT EBR WBI, WBT NBL NBR I_arM Configurations 11 #T Y Traffic Vol, vehlh 30 70 1 15 50 1 Future Vol, vehlh 30 70 1 15 50 1 Conflicting Pods, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage, # 0 0 0 - Grade, % 0 - 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 48 17 2 64 85 2 Mvmt Flow 32 74 1 16 53 1 Malor/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 106 0 87 69 Stage 1 - - - 69 - Stage 2 - 18 - Critical Hdwy 4.12 - 7.25 6,22 Critical Hdwy Stg 1 - 6.25 - Critical Hdwy Stg 2 - - - 6.25 - Pollow-up Hdwy 2,218 - 4.265 3.318 Pot Cap-1 Maneuver - - 1485 - 746 994 Stage 1 - 780 - Stage 2 - 827 - Platoon blocked, % Mov Cap-1 Maneuver - - 1485 - 745 994 Mov Cap-2 Maneuver - - 745 Stage 1 - - - - 780 - Stage 2 - 826 - Approach EB W3 _ NB — — HCM Control Delay, s 0 0.5 10.2 HCM LOS B Minor Lane/Major Mvmt , NBLn1 EBT EBR',' WBL VV6T Capacity (vehlh) 749 - - 1485 - HCM Lane VIC Ratio 0.072 - 0,001 HCM Control delay (s) 10.2 - 7.4 0 HCM Lane LOS 8 - A A HCM 95th %tile Q(veh) 0.2 0 - 0612212023 Syochro 11 Report Kimley-Horn Page 4 HCM 6th TVVSC Future (2029) Build Traffic Projections 500. Maley Road & Access B AM Peak Hour Intersection Int Delay, slvoh 0 1 Movement WBL WSR NBT NBR SBL SB I Lane Configuralions Traffic Vol, vehlh 1 1 145 1 1 85 Future Vol, vehlh 1 1 145 1 1 85 Conflicting Peds, ##!hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized • None - None None Storage Length 0 - - Veh in Median Storage, 9 0 - 0 0 Grade, % 0 - 0 - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 22 2 2 75 Mvrnt Flow 1 1 153 1 1 89 Major/Minor Minorl Majorl Major2 C,nnfk,ting Flow All 245 154 0 0 154 0 Stage 1 154 - - Stage 2 91 - - Critical Hdwy 6.42 6.22 4,12 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3,318 2.218 Pot Cap-1 Maneuver 743 892 1426 stage 1 874 - - Stage 2 933 - Platoon blocked, % Mov Cap-1 Maneuver 742 892 - - 1426 Mov Cap-2 Maneuver 742 - Stage 1 874 - - Stage 2 932 Approach WU NB Sb HCM Control Delay, s 9.5 () 0.1 HCM LOS A Minor LanelMabr Mvmt NC-T NBRVVULn1 SBL SBT Capacity (vehlh) - 810 1426 - HCM Lane VIC Ratio - 0,003 0,001 - HCM Control Delay (s) - - 9.5 7.5 0 HCM Lane LOS A A A HCM 95th %tile 0(veh) - 0 0 - 06/2212023 5ynchro 11 Report Kimley-Horn Page 5 HCM 6th TWSC Future (2029) Build Traffic Projections 600: Main Street & Access A AM Peak Hour Intersection Int Delay, slvch Movement 0 EBL EST WET WBR SBL SBR Lane Configurations *' T Traffic Vol, vehlh 1 320 530 1 1 1 Future Vol, vehlh 1 320 530 1 1 1 Conflicting Pads, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None -!None Storage Length - - - - 0 Veh in Median Storage, 9 - 0 0-' 0 Grade, % - 0 0 - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy vehicles, % 2 28 10 2 2 2 Mvint Flow 1 337 558 1 1 1 Ma orlMinor Ma'orl Ma or2 Minor2 Conflicting Flow All 559 0 0 898 559 Stage - - - 559 - Stage 2 - - 339 - Critical Hdwy 4.12 - - 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - - 5,42 - Follow•up Hdwy 2.218 3,518 3.318 Pot Cap-1 Maneuver 1012 - - - 310 529 Stage 1 - - 572 - Stage 2 - - - - 722 - Platoon blocked, % Mov Cap-1 Maneuver 1012 - 310 529 Mov Cap-2 Maneuver - - 310 - Stage l - - 571 Stage 2 722 Approach L13 WB SB HCM Control Delay, 5 0 0 14,3 HCM LD5 B Minor Lane/Major Mvmt EBL EBT WET WBR SBLn1 Capacity (vehlh) 1012 - 391 HCM Lane VIC Ratia 0,001 - 0.005 HCM Control Relay (s) 8.6 0 14.3 HCM Lane LDS A A B HCM 951h %tile Q(veh) 0 - - 0 06122/2023 Synchro 11 Report KimleyHorn Page 6 HCM 6th TWSC Future (2029) Build Traffic Projections /00: Access E & Maley Road AM Peak Hour Intersection iril Delay, slveh Movement 3 EBT EBR WBL WBT N6L NBR Lane Configuratioris '+ *T Traffic Vol, vehlh 1 30 1 1 15 1 Future Vol. vehlh 1 30 1 1 15 1 Conflicting Peds, 41hr 0 0 0 0 0 0 Sign Control Free Free free free Stop Stop RT Channelized None None • None Storage Length - 0 Veh in Median Storage, # 0 - - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flaw 1 32 1 1 16 1 MaiorlMinor Majorl Malor2 Mlnorl Conflicting Flow All 0 0 33 0 20 17 Stage 1 - - 17 - Stage 2 - " - 3 - Criticai Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5,42 - Critical Hdwy Stg 2 - - - 5.42 - Follow-up Hdwy 2,218 3,518 3318 Pot Cap-1 Maneuver - 1579 - 997 1062 Stage 1 " 1006 - Stage 2 - - 1020 - Platoon blocked, % Mov Cap•1 Maneuver - 1579 996 1062 Mov Cap•2 Maneuver 996 Stage 1 - 1006 - Stage 2 - - 1019 - Apyoach Eta WB NB HCM Control Delay, s 0 3 U 8.7 HCM LOS A Minor Lane/Maior Mvmt NBLn1 EBT EBR INK WBT Capacity (vehlh) 1000 - - 1579 - HCM Lane WC Ratio 0,017 - 0.001 " HCM Control Delay (8) U - - 7.3 0 HCM Lane LCS A - A A HCM 95th %tile 0(veh) 0.1 - 0 - 06/2212023 Synchro 11 Report Kimley-Horn Page 7 HCM 6th TWC Future (2029) Build Traffic Projections 100: Maley Road PM Peak Hour Intersection Int tDolay, slveh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR 881- SRT SBR Lane Configurations 114 4+ +T# 4+ Traffic Vol. vehlh 1 1 15 110 1 1 5 5 60 1 20 1 Future Vol. vehlh 1 1 15 110 1 1 5 5 60 1 20 1 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Central Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None Nano - None None Storage Length - - Veh in Median Storage, # 0 - - 0 - - 0 0 Grade, pip 0 0 - - 0 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 17 2 2 100 75 81 2 17 2 Mvmt Flow 1 1 16 116 1 1 5 5 63 1 21 1 Major/Minor Minor2 Minor1 Majorl Major2 Conflicting Flow All 72 102 22 79 71 37 22 a 0 68 0 0 Stage 1 24 24 - 47 47 - - - - Stage 2 48 78 32 24 - - - - Critical Hdwy 7.12 6.52 6.22 7.27 6.52 6.22 51 - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.27 5.52 - - - - Critical Hdwy Stg 2 6,12 5.52 - 6.27 6.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.653 4.018 3,318 3.1 2.218 Pot Cap-1 Maneuver 919 788 1055 874 819 1035 1136 - 1533 Stage 1 994 875 930 856 - - Stage 2 966 830 947 875 - - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 913 783 1055 857 814 1035 1136 - - 1533 - Mov Cap•2 Maneuver 913 783 - 857 814 - - - Stage 1 989 874 925 852 - - - Stage 2 958 826 931 874 Approach EB WB NB SIB HCM Control Delay 4 8.6 9.9 {f.6 0.3 HCM LOS A A Minor Lane/major Ntvrrit NBL NBT NBR EBLn1WBLn1 SOL SBT SBR Capacity (vehlh) 1136 - 1025 858 1533 HCM Lane VIC Ratio 0.005 0.017 0.137 0,001 HCM Control Delay (s) 8.2 0 - 8.6 9.9 7.3 0 - HCM Lane LOS A A A A A A NCM 95th %tile Q(veh) 0 0.1 0.5 0 - 0612712023 Synchro 11 Report Klmley-Horn Page 1 ICM 6th TWSC Future (2029) Build Traffic Projections 20& Mein Street & Maley Road PM Peak Hour Intersection Int Delay, slveh 3,6 Movement EBl_ EBT WBT WBR $Bt_ $SR Lane Configurations 4 1 r Traffic Vol, vehlh 10 480 550 60 95 50 Future Vol, vehlh 10 480 550 60 95 50 Conflicting Peds, #rhr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelizad - None - None - None Storage Length - - • 0 0 Veh in Median Storage, # - Q 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour tractor 95 95 95 95 95 95 Heavy Vehicles, % 25 4 6 93 19 4 Mvmt Flow 11 505 579 63 100 53 Major/Minor Maiorl Mutor? Minnr7 - - Confliu(int3 Flow All 642 0 0 1130 611 Stage 1 - - - 611 Stage 2 - 527 - Criticaf Hdwy 4.35 - - - 6.59 6.24 Critical Hdwy Stg 1 - 5.59 Critical Hdwy Hdwy Stg 2 - - 5.59 - Follow-up Hdwy 2.425 - - 3.671 3.336 Pot Cap-1 Maneuver 842 - 206 490 Stage 1 510 - Stage 2 - - - 559 - Platoon blocked, % Mov Cap-1 Maneuver 842 - 202 490 Mov Cap-2 Maneuver - - 202 - Stage 1 - - - 501 - Stage 2 559 Approach EB VVU S(3 HUM Control Delay, s 0-. ll :12 2 HCM LOS D Minor Lane/Major Mvmt EBL EST VVBT WBR SBLn1 SBLn2 Capacity (vehlh) 842 - 202 490 HCM Lane VIC Ratio 0,013 - 0.495 0.107 HCM Control Delay (s) 9.3 0 - 39.1 13.2 HCM Lane LOS A A E B HCM 95th Wile 0(veh) 0 - 2.5 0A 0612712023 Synchro 11 Report Kimley-Horn Page 2 HCM 6th TWSC Future (2029) Build Traffic Projections 400: Access A & Maley Road PM Peak Hour Intersection Int Dolay, slvoh 4,2 Movement DST ESR WBL WBT NBL NBR Lane Configurations T+ +' Y Traffic Vol, vehlh 5 50 1 35 70 1 Future Vol, veh/h 5 50 1 35 70 1 Conflicting Peds, #!hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 0 - Veh in Median Storage, # 0 - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 67 85 2 15 18 2 Mvmt Flow 5 53 1 37 74 1 Major/Minor Majorl _ Major?. Minorl Conflicting Flow All 0 0 513 0 71 32 Stage 1 - - 32 Stage 2 - - 39 - Critical Hdwy - - 4.12 - 6.58 6.22 Critical Hdwy Stg 1 - 5,58 Critical Hdwy Stg 2 - - - 5,58 - Follow-up Hdwy 2.218 3.062 3.318 Pot Cap-1 Maneuver 1546 - 895 1042 Stage 1 - 951 - Stage 2 - 944 - Platoon blocked, % Mov Cap-1 Maneuver 1546 - 894 1042 Mov Cap-2 Maneuver - - - 894 Stage 1 - - - 951 - Stage 2 - - 943 Approach EB WD NB HCM Control Delay, a 0 02 94 HCM LOS A Minor Lane/Maior Mvmt NPLn1 L-BT ESF� VVBL VVB'I Capacity (vehlh) 896 - 1546 HCM Lane VIC Ratio 0,083 - 0.001 - HCM Control Delay (s) 9.4 - 7.3 0 , HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.3 0 0612712023 Synchro 11 Report Kimley-Horn Page 3 HCM 6th TWSC Future (2029) Build Traffic Projections 600: Main Street & Access C PM Peak i four Intersection Int Delray, 0/oh Movement EBL EBT W137 WBR SBL SUR Lane Configurations *T t. Traffic Vol, vehlh 1 575 610 1 1 1 Future Vol, vehlh 1 575 610 1 1 1 Conflicting Pods, #Ihr 0 0 0 0 a 0 Sign Control Free Free Free Free Stop Stop RT Channellxed - None None - None Storage I-ength - 0 Veh in Median Storage, # - a 0 - 0 - Grade, % 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 6 10 2 2 2 Mvmt Flow 1 605 642 1 1 1 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 643 0 0 1250 643 Stage 1 - - - - 643 - Stage 2 - - • 607 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Crltical Hdwy Stg 2 - - - 5.42 - Follow-up Hdwy 2.218 - 3,518 3,318 Pot Cap-1 Maneuver 942 - - 191 473 Stage 1 - 523 Stage 2 - - - - 544 - Platoon blocked, % - Mov Cap-1 Maneuver 942 - - 191 473 Mov Cap-2 Maneuver - 191 - Stage 1 - 522 Stage 2 544 Approach Es WB SB HCM Control Delay, s 0 fi 18.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBI.r1 Capacity (veh)h) 942 272 HCM Lane VIC Ratio 0.001 0.008 HCM Control Delay (s) 8.8 0 18.3 HCM Lane LOS A A C HCM 95th °/stile Q(veh) 0 - - - 0 0612712023 Synohro 11 Report Kimley-Horn Page 4 HCM 6th TWSC Future (2029) Build Traffic Projections 700: Access B & Maley Road PM Peak Hour Intersection Int Dolay, uWi 7.3 Movement EBT EBR VVt3L W131 NDL NDR Lane Configurations +' Traffic Vol, vehlh 1 5 1 1 35 1 Future Vol, vehlh 1 5 1 1 35 1 Conflicting Pods, #Ihr 0 0 0 0 0 Cl, Sign Control Free Free Free Free Stop Stop RT Channe112ed None None None Storage Length - 0 - Veh in Median Storage, # 0 0 0 - Grade, % 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 5 1 1 37 1 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 6 0 7 4 Stage 1 - - - 4 Stage 2 - 3 Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Crlticai Hdwy Stg 2 5.42 - Follow-up Hdwy 2.218 3,518 3,318 Pot Cap-1 Maneuver 1615 - 1014 1080 Stage 1 - 1019 - Stage 2 - - - - 1020 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1615 - 1013 1080 Mov Cap-2 Maneuver - - - 1013 - Stage 1 - - 1019 Stage 2 1019 Approach E8 WB Nt3 - — — ----- — HCM Control Delay, s U 3.6 8,7 HCM LOS A Minor LanolMaior Mvrnt NBLn1 EBT FBR WBI. WBT Capacity (vehlh) 1015 1615 HCM Lane WC Ratio 0,037 0,001 HCM Control Delay (s) 8.7 - 7.2 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - - 0 - 06/27/2023 Synchro 11 Report Kimley-Horn Page 5 14.4 " 0.1 EXHIBIT [ Photometric Exhibit b[rOP Y aN411',11 _ L__ iw',ai�v �rv+�w ins ua� w Nhi I; . ..^-"..._.-_—.._ Il alfl/�3 n —_-- uAaH I ua!!I "°•' OlbilhOlOHd IN3Wd013a -- N .- 1NON3� lNnH 'S r u� T I r. J J J i[ � W- a rsr O CyMfl 1 U) 1 LU H J c� aw �U) vi C) I 00 CD z ❑ pv Z y (D W O Jur a) [) L O ff_ ❑ _j LL N L SQ flA J (D T— E o 1L } T�r..a `U i" ),Z w O _ FF C LL r� O X M 3 1i �} 2 LL 2� i 0 EXHIBIT H Conceptual Main Siteet Right Turn Lane n 0 V, �l I EXHIBIT 1 FINDINGS. Based upon the evidence and testimony presented during the public hearing, the Lemont Village: Board of Trustees finds the following: 1. The Lemont 2030 Comprehensive Plan's future: land use map designates the subject site Industrial (IND). 2, The proposal is in agreement with the future land use and achieves goals of the Lemont 2030 Comprehensive plain. 3. The J.B. Hunt PUD meets the standards for PUD objectives found in § 17.08.010 C.