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Item 14 - TIA - Vol 2Volume 2 – Appendix Village at Carillon Parc Southlake, Texas April 6, 2018 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064514101 Registered Firm F-928 5% 5% 5% (5%)(5%) 10%5%(5%)(5%)(5%) 5% (5%)5% 10% (5%) 10%(5%) (5%)30% (5%) (10%) (35%) (25%)35% (15%) (45%)(65%)15% 30%35% (35%) 10% 20% LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic(Y%) = Percentage of Outbound Site-Generated Traffic EXHIBIT A1 Trip Distribution and Traffic Assignment: 10 Acre Site Not To Scale North SH 114 EBFR Drive 3 Kirkwood Boulevard Drive 2 Drive4SH 114 WBFR Dove Road St.TropezDriveDrive1RivieraLaneSouthmontDriveWhiteChapelBoulevard 0 6 0 (0)(1)(0) 0 (0) 0 (0)6 (1) 0 (0)0 (0) 6 (1) 0 1 1(0)(6)(6) 13 6 0 0 0 0 (0) (2)(1)1 (6)(0)(0)(0)1 (6)1 (6) 0 (0)0 (0)0 (0) 0 (0)6 (1) 1 0 6 (1)0 0 0 0 (0)0 0(6)(0)0 (0)(0)(0)(0)(0)(0) 13 (2)0 (0) 1 0 (6)(0) 0 13 (0)(2)1 (6)0 (0) 1 38 (6)(7) 1 (6) 2 (12) 0 0 7 (43)5 3(0)(0)(31)45 (8)(18)0 (0) 9 (55)14 (80)19 (4) 0 38 45 (8) (0)(7) 7 0(43)(0) 13 (2) 0 (0)26 0 0 (0)(5)(0) LEGEND: X (Y) X = Weekday AM Peak Hour Turning MovementsY = Weekday PM Peak Hour Turning MovementsVolumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. EXHIBIT A2 Site-Generated Traffic Volumes: 10 Acre Site Not To Scale North SH 114 EBFR Drive 3 Kirkwood Boulevard Drive 2 Drive4SH 114 WBFR Dove Road St.TropezDriveDrive1RivieraLaneSouthmontDriveWhiteChapelBoulevard 2% 3% (2%)(3%) 5% (5%) 5% (5%) 5% (5%) (45%)5% 45%5% 5%40% 50% (5%)(45%) LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic(Y%) = Percentage of Outbound Site-Generated Traffic EXHIBIT A3 Trip Distribution and Traffic Assignment: Southlake Office Plaza Not To Scale North SH 114 EBFR Drive 3 Kirkwood Boulevard Drive 2 Drive4SH 114 WBFR Dove Road St.TropezDriveDrive1RivieraLaneSouthmontDriveWhiteChapelBoulevard 0 3 0 (0)(1)(0) 0 (0) 0 (0)4 (2) 0 (0)0 (0) 0 (0) 0 1 1(0)(4)(5) 6 0 0 0 0 0 (0) (3)(0)0 (0)(0)(0)(0)0 (0)0 (0) 0 (0)0 (0)0 (0) 0 (0)0 (0) 2 0 0 (0)0 0 0 0 (0)0 0(9)(0)0 (0)(0)(0)(0)(0)(0) 6 (3)0 (0) 2 0 (9)(0) 6 0 (3)(0)0 (0)0 (0) 2 0 (9)(0) 0 (0) 0 (0) 0 6 16 (79)0 0(0)(3)(0)0 (0)(0)0 (0) 0 (0)58 (31)6 (3) 0 6 52 (27) (0)(3) 65 0(34)(0) 0 (0) 0 (0)2 16 0 (0)(9)(79) LEGEND: X (Y) X = Weekday AM Peak Hour Turning MovementsY = Weekday PM Peak Hour Turning MovementsVolumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. EXHIBIT A4 Site-Generated Traffic Volumes: Southlake Office Plaza Not To Scale North SH 114 EBFR Drive 3 Kirkwood Boulevard Drive 2 Drive4SH 114 WBFR Dove Road St.TropezDriveDrive1RivieraLaneSouthmontDriveWhiteChapelBoulevard 6 ()(10)() () () () () () () 5()(12)() 6 () (10)() ()()()() () () () () () () () 5 () ()(12)() ()()()()()() 6 (10) () 5 (12)() 6 (10)() () () 5 (12)() () () 6 122 (129)()(10)() ()() () ()122 (129) () 25 58 122 (129) (5)(12) 39 92(42)(97) () 32 (34)30 71 14 (14)(70)(90) LEGEND: X (Y) X = Weekday AM Peak Hour Turning MovementsY = Weekday PM Peak Hour Turning MovementsVolumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. EXHIBIT A5 Site-Generated Traffic Volumes: White Chapel Village Not To Scale North SH 114 EBFR Drive 3 Kirkwood Boulevard Drive 2 Drive4SH 114 WBFR Dove Road St.TropezDriveDrive1RivieraLaneSouthmontDriveWhiteChapelBoulevard kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Traffic Counts and Historical Data SH 114 westbound frontage road Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2018 Southmont Drive WB off ramp east of White Chapel Boulevard KHA 2,730 - SH 114 westbound off-ramp east of White Chapel Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2009 SH 114 main lanes White Chapel Boulevard KHA 4,118 - 2 2010 SH 114 main lanes White Chapel Boulevard KHA 4,735 15.0% 3 2011 SH 114 main lanes White Chapel Boulevard KHA 5,207 10.0% 4 2012 SH 114 main lanes White Chapel Boulevard KHA 5,638 8.3% 5 2013 SH 114 main lanes White Chapel Boulevard KHA 5,298 -6.0% 6 2018 SH 114 main lanes White Chapel Boulevard KHA 7,095 6.0% Average Growth 2009 - 2018:6.2% Kirkwood Boulevard Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2018 St. Tropez Drive White Chapel Boulevard KHA 1,581 - White Chapel Boulevard Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 1999 SH 114 WBFR Dove Road TxDOT 2,058 - 2 2004 SH 114 WBFR Dove Road TxDOT 2,988 7.7% 3 2009 SH 114 WBFR Dove Road TxDOT 3,149 1.1% 4 2014 SH 114 WBFR Dove Road TxDOT 4,415 7.0% 5 2018 SH 114 WBFR Dove Road KHA 6,728 11.1% Average Growth 1999 - 2018:6.4% Southmont Drive Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2018 Carillon Court SH 114 WBFR KHA 1,318 - TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 0 0 1 1 2 3/8/2018 1:00 0 0 0 0 0 2:00 1 0 0 0 1 3:00 0 0 0 0 0 4:00 0 0 0 0 0 5:00 0 0 0 0 0 6:00 3 1 3 4 11 7:00 3 4 4 3 14 8:00 5 7 6 6 24 9:00 3 3 5 3 14 10:00 5 7 6 5 23 11:00 7 10 4 10 31 12:00 10 8 6 6 30 13:00 14 13 12 7 46 14:00 8 13 7 12 40 15:00 17 6 12 18 53 16:00 17 16 7 14 54 17:00 17 15 19 15 66 18:00 12 18 26 28 84 19:00 9 9 16 9 43 20:00 7 8 6 9 30 21:00 6 9 7 3 25 22:00 5 1 4 4 14 23:00 0 1 1 1 3 TOTAL:608 The A.M. peak hour from 8:00 to 9:00 is 24 The P.M. peak hour from 18:00 to 19:00 is 84 NB Southmont Drive North of SH 114 0 10 20 30 40 50 60 70 80 90 VOLUMETIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 0 0 0 0 0 3/8/2018 1:00 0 0 0 0 0 2:00 0 1 0 0 1 3:00 0 0 0 0 0 4:00 0 0 1 2 3 5:00 1 2 0 5 8 6:00 5 6 4 13 28 7:00 19 13 20 24 76 8:00 24 18 19 17 78 9:00 17 8 14 6 45 10:00 11 12 3 8 34 11:00 4 11 6 15 36 12:00 13 11 13 8 45 13:00 10 7 14 13 44 14:00 10 6 13 11 40 15:00 11 14 10 7 42 16:00 13 19 19 13 64 17:00 11 10 13 11 45 18:00 8 7 9 12 36 19:00 9 8 5 5 27 20:00 5 8 1 9 23 21:00 11 4 4 7 26 22:00 3 1 2 2 8 23:00 0 1 0 0 1 TOTAL:710 The A.M. peak hour from 7:30 to 8:30 is 86 The P.M. peak hour from 16:00 to 17:00 is 64 SB Southmont Drive North of SH 114 0 10 20 30 40 50 60 70 80 90 VOLUMETIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 3 2 0 4 9 3/8/2018 1:00 0 2 1 1 4 2:00 0 0 0 0 0 3:00 1 0 0 0 1 4:00 0 1 1 5 7 5:00 2 1 4 4 11 6:00 4 9 18 19 50 7:00 33 50 79 80 242 8:00 70 45 50 40 205 9:00 43 37 45 41 166 10:00 28 36 34 38 136 11:00 38 41 49 45 173 12:00 34 58 43 45 180 13:00 46 72 48 59 225 14:00 73 71 82 67 293 15:00 58 48 62 87 255 16:00 60 59 88 105 312 17:00 104 97 93 75 369 18:00 67 92 70 67 296 19:00 66 56 45 52 219 20:00 53 47 28 28 156 21:00 24 19 23 17 83 22:00 26 15 13 11 65 23:00 11 3 11 2 27 TOTAL:3484 The A.M. peak hour from 7:15 to 8:15 is 279 The P.M. peak hour from 16:45 to 17:45 is 399 NB White Chapel Boulevard North of SH 114 0 50 100 150 200 250 300 350 400 VOLUMETIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 5 2 1 2 10 3/8/2018 1:00 0 0 1 2 3 2:00 1 0 2 0 3 3:00 1 0 2 0 3 4:00 0 2 2 4 8 5:00 1 8 12 9 30 6:00 14 24 24 20 82 7:00 43 73 133 112 361 8:00 76 56 43 71 246 9:00 51 47 45 43 186 10:00 36 28 45 54 163 11:00 46 37 46 39 168 12:00 45 47 63 47 202 13:00 40 36 46 39 161 14:00 48 42 48 48 186 15:00 99 64 67 46 276 16:00 44 52 60 51 207 17:00 38 80 102 112 332 18:00 131 72 47 39 289 19:00 55 43 45 31 174 20:00 24 18 17 16 75 21:00 14 14 11 5 44 22:00 16 4 5 3 28 23:00 1 1 3 2 7 TOTAL:3244 The A.M. peak hour from 7:15 to 8:15 is 394 The P.M. peak hour from 17:15 to 18:15 is 425 SB White Chapel Boulevard North of SH 114 0 50 100 150 200 250 300 350 400 VOLUMETIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 0 1 0 1 2 3/8/2018 1:00 0 0 0 0 0 2:00 0 0 0 0 0 3:00 0 0 0 0 0 4:00 0 1 1 1 3 5:00 0 0 1 1 2 6:00 1 1 5 3 10 7:00 9 1 10 16 36 8:00 21 22 22 11 76 9:00 4 13 10 20 47 10:00 6 14 13 9 42 11:00 10 10 17 13 50 12:00 14 15 14 10 53 13:00 14 29 9 14 66 14:00 20 10 11 15 56 15:00 16 14 23 23 76 16:00 14 10 22 10 56 17:00 14 17 13 13 57 18:00 13 24 20 19 76 19:00 18 13 16 7 54 20:00 7 8 8 6 29 21:00 9 4 6 10 29 22:00 8 2 2 4 16 23:00 1 1 1 3 6 TOTAL:842 The A.M. peak hour from 7:45 to 8:45 is 81 The P.M. peak hour from 18:15 to 19:15 is 81 EB Kirkwood Boulevard East of White Chapel Boulevard 0 10 20 30 40 50 60 70 80 VOLUMETIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 2 0 0 0 2 3/8/2018 1:00 0 0 0 0 0 2:00 0 0 0 0 0 3:00 0 0 0 0 0 4:00 0 0 0 1 1 5:00 0 5 3 3 11 6:00 2 11 5 7 25 7:00 8 19 36 26 89 8:00 18 17 9 21 65 9:00 12 11 14 14 51 10:00 16 10 10 11 47 11:00 7 4 11 15 37 12:00 9 10 13 11 43 13:00 10 13 13 14 50 14:00 11 16 8 10 45 15:00 16 20 20 14 70 16:00 9 10 13 12 44 17:00 11 19 8 6 44 18:00 13 11 4 12 40 19:00 10 11 6 6 33 20:00 7 7 4 5 23 21:00 4 5 1 4 14 22:00 2 2 1 0 5 23:00 0 0 0 0 0 TOTAL:739 The A.M. peak hour from 7:15 to 8:15 is 99 The P.M. peak hour from 15:00 to 16:00 is 70 WB Kirkwood Boulevard East of White Chapel Boulevard 0 10 20 30 40 50 60 70 80 90 100 VOLUMETIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 15 7 6 9 37 3/8/2018 1:00 2 4 1 3 10 2:00 1 2 2 3 8 3:00 3 3 1 2 9 4:00 0 2 6 6 14 5:00 7 9 14 26 56 6:00 34 50 74 88 246 7:00 60 76 102 88 326 8:00 102 98 98 120 418 9:00 114 78 97 99 388 10:00 76 70 67 90 303 11:00 80 71 92 89 332 12:00 92 99 98 104 393 13:00 101 106 120 120 447 14:00 114 112 149 134 509 15:00 114 128 98 146 486 16:00 148 149 159 172 628 17:00 162 146 147 146 601 18:00 170 182 144 132 628 19:00 128 116 93 102 439 20:00 94 87 79 78 338 21:00 59 63 55 70 247 22:00 47 43 26 34 150 23:00 30 23 16 13 82 TOTAL:7095 The A.M. peak hour from 8:15 to 9:15 is 430 The P.M. peak hour from 17:30 to 18:30 is 645 WB SH 114 Off Ramp East of White Chapel Road 0 100 200 300 400 500 600 700 VOLUMETIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 0 1 0 4 5 3/8/2018 1:00 0 2 1 0 3 2:00 0 1 0 0 1 3:00 0 0 0 0 0 4:00 0 0 1 3 4 5:00 3 5 6 6 20 6:00 8 13 9 20 50 7:00 33 39 52 75 199 8:00 66 60 58 31 215 9:00 45 30 36 32 143 10:00 25 31 28 26 110 11:00 23 27 39 35 124 12:00 35 36 38 42 151 13:00 42 41 41 46 170 14:00 38 48 45 47 178 15:00 63 59 46 82 250 16:00 57 60 73 80 270 17:00 94 100 84 90 368 18:00 72 68 55 31 226 19:00 31 20 29 19 99 20:00 17 16 18 17 68 21:00 19 10 10 8 47 22:00 8 7 5 3 23 23:00 1 2 2 1 6 TOTAL:2730 The A.M. peak hour from 7:45 to 8:45 is 259 The P.M. peak hour from 17:00 to 18:00 is 368 SH 114 WBFR East of Off Ramp and White Chapel Road 0 50 100 150 200 250 300 350 400 VOLUMETIME 1. White Chapel Boulevard at SH 114 Eastbound Frontage Road - T MC Thu Mar 8, 2018 Full Leng th (7AM-9AM, 4:30PM-6:30PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499897, Location: 32.96042, -97.151045 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g SH 114 EBFR SH 114 EBFR White Chapel Road White Chape l Road Dire ction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Pe d*Int 2018-03-08 7:00AM 2 108 27 0 137 0 0 0 0 22 22 0 0 27 100 0 127 0 21 69 0 0 90 0 376 7:15AM 2 167 31 0 200 0 0 0 0 20 20 0 0 53 101 0 154 0 26 96 0 0 122 0 4 96 7:30AM 3 225 37 0 265 0 0 0 0 24 24 0 0 83 89 0 172 0 60 166 0 0 226 0 687 7:45AM 0 224 29 0 253 0 0 0 0 27 27 0 0 81 105 0 186 0 64 171 0 0 235 0 701 Hourly Total 7 724 124 0 855 0 0 0 0 93 93 0 0 244 395 0 639 0 171 502 0 0 673 0 2260 8:00AM 2 191 25 0 218 0 0 0 0 36 36 0 0 87 125 0 212 0 52 112 0 0 164 0 630 8:15AM 1 161 30 0 192 0 0 0 0 21 21 0 0 49 135 0 184 0 32 142 0 0 174 0 571 8:30AM 4 56 36 0 96 0 0 0 0 27 27 0 0 47 94 0 14 1 0 30 106 0 0 136 0 4 00 8:45AM 0 11 48 0 59 0 0 0 0 23 23 0 0 37 71 0 108 0 31 116 0 0 14 7 0 337 Hourly Total 7 419 139 0 565 0 0 0 0 107 107 0 0 220 425 0 645 0 145 476 0 0 621 0 1938 4:30PM 2 6 37 0 45 0 0 0 0 18 18 0 0 77 70 0 147 0 28 174 0 0 202 0 412 4:45PM 3 16 24 0 43 0 0 0 0 17 17 0 0 81 66 0 147 0 27 177 0 0 204 0 4 11 Hourly Total 5 22 61 0 88 0 0 0 0 35 35 0 0 158 136 0 294 0 55 351 0 0 406 0 823 5:00PM 1 10 35 0 46 0 0 0 0 24 24 0 0 89 77 0 166 0 18 138 0 0 156 0 392 5:15PM 1 12 30 0 43 0 0 0 0 20 20 0 0 81 57 0 138 0 41 180 0 0 221 0 4 22 5:30PM 0 9 35 0 4 4 0 0 0 0 23 23 0 0 87 57 0 144 0 48 179 0 0 227 0 4 38 5:45PM 1 0 39 0 40 0 0 0 0 13 13 0 0 58 48 1 107 0 54 195 0 0 24 9 0 4 09 Hourly Total 3 31 139 0 173 0 0 0 0 80 80 0 0 315 239 1 555 0 161 692 0 0 853 0 1661 6:00PM 0 4 23 0 27 0 0 0 0 16 16 0 0 54 72 0 126 0 75 204 0 0 279 0 4 48 6:15PM 5 4 19 0 28 0 0 0 0 19 19 0 0 79 68 0 147 0 56 167 0 0 223 0 417 Hourly Total 5 8 42 0 55 0 0 0 0 35 35 0 0 133 140 0 273 0 131 371 0 0 502 0 865 T otal 27 1204 505 0 1736 0 0 0 0 350 350 0 0 1070 1335 1 24 06 0 663 2392 0 0 3055 0 7547 % Approach 1.6%69.4%29.1%0%--0%0%0%100%--0%44.5%55.5%0%--21.7%78.3%0%0%--- % T otal 0.4%16.0%6.7%0%23.0%-0%0%0%4.6%4 .6%-0%14.2%17.7%0%31.9%-8.8%31.7%0%0%40.5%-- Lights 27 1202 502 0 1731 -0 0 0 341 341 -0 1061 1328 1 2390 -659 2368 0 0 3027 -7489 % Lights 100%99.8%99.4%0%99.7%-0%0%0%97.4%97.4 %-0%99.2%99.5%100%99.3%-99.4%99.0%0%0%99.1%-99.2% Articulate d Truc ks 0 0 0 0 0 -0 0 0 4 4 -0 1 1 0 2 -1 1 0 0 2 -8 % Articulate d Truc ks 0%0%0%0%0%-0%0%0%1.1%1.1%-0%0.1%0.1%0%0.1%-0.2%0%0%0%0.1%-0.1% Buses and Single-Unit Truc ks 0 2 3 0 5 -0 0 0 5 5 -0 8 6 0 14 -3 23 0 0 26 -50 % Buses and Single-Unit Truc ks 0%0.2%0.6%0%0.3%-0%0%0%1.4%1.4 %-0%0.7%0.4%0%0.6%-0.5%1.0%0%0%0.9%-0.7% Pede strians -----0 -----0 -----0 -----0 % Pede strians ------------------------- Bicycle s on Crosswalk -----0 -----0 -----0 -----0 % Bicycle s on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 1. White Chapel Boulevard at SH 114 Eastbound Frontage Road - T MC Thu Mar 8, 2018 AM Peak (7:30AM - 8:30AM) - Overall Peak Hour All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499897, Location: 32.96042, -97.151045 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g SH 114 EBFR SH 114 EBFR White Chapel Road White Chapel Road Dire ction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Pe d*Int 2018-03-08 7:30AM 3 225 37 0 265 0 0 0 0 24 24 0 0 83 89 0 172 0 60 166 0 0 226 0 687 7:45AM 0 224 29 0 253 0 0 0 0 27 27 0 0 81 105 0 186 0 64 171 0 0 235 0 701 8:00AM 2 191 25 0 218 0 0 0 0 36 36 0 0 87 125 0 212 0 52 112 0 0 164 0 630 8:15AM 1 161 30 0 192 0 0 0 0 21 21 0 0 49 135 0 184 0 32 142 0 0 174 0 571 Total 6 801 121 0 928 0 0 0 0 108 108 0 0 300 454 0 754 0 208 591 0 0 799 0 2589 % Approach 0.6%86.3%13.0%0%--0%0%0%100%--0%39.8%60.2%0%--26.0%74.0%0%0%--- % Total 0.2%30.9%4.7%0%35.8%-0%0%0%4.2%4 .2%-0%11.6%17.5%0%29.1%-8.0%22.8%0%0%30.9%-- PHF 0.500 0.890 0.818 -0.875 ----0.750 0.750 --0.862 0.841 -0.889 -0.813 0.864 --0.850 -0.923 Lights 6 799 121 0 926 -0 0 0 105 105 -0 298 452 0 750 -207 579 0 0 786 -2567 % Lights 100%99.8%100%0%99.8%-0%0%0%97.2%97.2%-0%99.3%99.6%0%99.5%-99.5%98.0%0%0%98.4 %-99.2% Artic ulated Trucks 0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 1 0 0 1 -1 % Artic ulated Trucks 0%0%0%0%0%-0%0%0%0%0%-0%0%0%0%0%-0%0.2%0%0%0.1%-0% Buse s and Single-Unit Trucks 0 2 0 0 2 -0 0 0 3 3 -0 2 2 0 4 -1 11 0 0 12 -21 % Buse s and Single-Unit Trucks 0%0.2%0%0%0.2%-0%0%0%2.8%2.8%-0%0.7%0.4%0%0.5%-0.5%1.9%0%0%1.5%-0.8% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 1. White Chapel Boulevard at SH 114 Eastbound Frontage Road - T MC Thu Mar 8, 2018 PM Peak (5:15PM - 6:15PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499897, Location: 32.96042, -97.151045 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g SH 114 EBFR SH 114 EBFR White Chapel Road White Chapel Road Dire ction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Pe d*L T R U App Pe d*Int 2018-03-08 5:15PM 1 12 30 0 43 0 0 0 0 20 20 0 0 81 57 0 138 0 41 180 0 0 221 0 4 22 5:30PM 0 9 35 0 4 4 0 0 0 0 23 23 0 0 87 57 0 144 0 48 179 0 0 227 0 4 38 5:45PM 1 0 39 0 40 0 0 0 0 13 13 0 0 58 48 1 107 0 54 195 0 0 24 9 0 4 09 6:00PM 0 4 23 0 27 0 0 0 0 16 16 0 0 54 72 0 126 0 75 204 0 0 279 0 4 48 T otal 2 25 127 0 154 0 0 0 0 72 72 0 0 280 234 1 515 0 218 758 0 0 976 0 1717 % Approach 1.3%16.2%82.5%0%--0%0%0%100%--0%54.4%45.4%0.2%--22.3%77.7%0%0%--- % T otal 0.1%1.5%7.4%0%9.0%-0%0%0%4.2%4 .2%-0%16.3%13.6%0.1%30.0%-12.7%44.1%0%0%56.8%-- PHF 0.500 0.521 0.814 -0.875 ----0.783 0.783 --0.805 0.813 0.250 0.894 -0.727 0.929 --0.875 -0.958 Lights 2 25 126 0 153 -0 0 0 71 71 -0 277 234 1 512 -217 757 0 0 974 -1710 % Lights 100%100%99.2%0%99.4%-0%0%0%98.6%98.6%-0%98.9%100%100%99.4 %-99.5%99.9%0%0%99.8%-99.6% Articulate d Truc ks 0 0 0 0 0 -0 0 0 1 1 -0 1 0 0 1 -0 0 0 0 0 -2 % Articulate d Truc ks 0%0%0%0%0%-0%0%0%1.4%1.4 %-0%0.4%0%0%0.2%-0%0%0%0%0%-0.1% Buses and Single-Unit Truc ks 0 0 1 0 1 -0 0 0 0 0 -0 2 0 0 2 -1 1 0 0 2 -5 % Buses and Single-Unit Truc ks 0%0%0.8%0%0.6%-0%0%0%0%0%-0%0.7%0%0%0.4 %-0.5%0.1%0%0%0.2%-0.3% Pede strians -----0 -----0 -----0 -----0 % Pede strians ------------------------- Bicycle s on Crosswalk -----0 -----0 -----0 -----0 % Bicycle s on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 2 . White Chapel Boulevard at SH 114 Westbound Frontage Road - T MC Thu Mar 8, 2018 Full Leng th (7AM-9AM, 4:30PM-6:30PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499898, Location: 32.961823, -97.151032 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Sh 114 WBFR SH 114 WBFR White Chape l Road White Chape l Road Dire ction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-03-08 7:00AM 0 0 0 0 0 0 54 8 12 0 74 0 8 23 0 0 31 0 0 34 1 0 35 0 140 7:15AM 0 0 0 2 2 0 58 5 18 0 81 0 24 34 0 0 58 0 0 69 1 0 70 0 211 7:30AM 0 0 0 3 3 0 84 10 20 0 114 0 25 63 0 0 88 0 0 129 2 0 131 0 336 7:45AM 0 0 0 2 2 0 122 6 22 0 150 0 21 60 0 0 81 0 0 116 2 0 118 0 351 Hourly Total 0 0 0 7 7 0 318 29 72 0 419 0 78 180 0 0 258 0 0 348 6 0 354 0 1038 8:00AM 0 0 0 1 1 0 85 11 17 0 113 0 50 51 0 0 101 0 0 73 0 0 73 0 288 8:15AM 0 0 0 2 2 0 115 11 23 0 149 0 26 23 0 0 49 0 0 59 2 0 61 0 261 8:30AM 0 0 0 0 0 0 93 16 20 0 129 0 21 32 0 0 53 0 0 40 2 0 42 0 224 8:45AM 0 0 0 0 0 0 87 10 23 0 120 0 22 17 0 0 39 0 0 61 4 0 65 0 224 Hourly Total 0 0 0 3 3 0 380 48 83 0 511 0 119 123 0 0 242 0 0 233 8 0 241 0 997 4:30PM 0 0 0 1 1 0 137 24 41 0 202 0 35 45 0 0 80 0 0 63 1 0 64 0 347 4:45PM 0 0 0 1 1 0 156 29 50 0 235 0 35 49 0 0 84 0 0 54 2 0 56 0 376 Hourly Total 0 0 0 2 2 0 293 53 91 0 4 37 0 70 94 0 0 164 0 0 117 3 0 120 0 723 5:00PM 0 0 0 2 2 0 120 45 58 0 223 0 45 52 0 0 97 0 0 35 1 0 36 0 358 5:15PM 0 0 0 2 2 0 135 53 38 0 226 0 26 55 0 0 81 0 0 82 4 0 86 0 395 5:30PM 0 0 0 1 1 0 129 32 43 0 204 0 41 51 0 0 92 0 0 103 2 0 105 0 4 02 5:45PM 0 0 0 2 2 0 136 43 46 0 225 0 30 32 0 0 62 0 0 113 3 0 116 0 4 05 Hourly Total 0 0 0 7 7 0 520 173 185 0 878 0 142 190 0 0 332 0 0 333 10 0 343 0 1560 6:00PM 0 0 0 1 1 0 148 25 39 0 212 0 27 27 0 0 54 0 0 126 3 0 129 0 396 6:15PM 0 0 0 1 1 0 145 60 45 0 250 0 38 44 0 0 82 0 0 83 1 0 84 0 417 Hourly Total 0 0 0 2 2 0 293 85 84 0 4 62 0 65 71 0 0 136 0 0 209 4 0 213 0 813 Total 0 0 0 21 21 0 1804 388 515 0 2707 0 474 658 0 0 1132 0 0 1240 31 0 1271 0 5131 % Approach 0%0%0%100%--66.6%14.3%19.0%0%--41.9%58.1%0%0%--0%97.6%2.4%0%--- % Total 0%0%0%0.4%0.4%-35.2%7.6%10.0%0%52.8%-9.2%12.8%0%0%22.1%-0%24.2%0.6%0%24.8%-- Lights 0 0 0 21 21 -1789 385 510 0 2684 -469 654 0 0 1123 -0 1230 31 0 1261 -5089 % Lights 0%0%0%100%100%-99.2%99.2%99.0%0%99.2%-98.9%99.4%0%0%99.2%-0%99.2%100%0%99.2%-99.2% Articulate d Trucks 0 0 0 0 0 -1 1 1 0 3 -1 0 0 0 1 -0 1 0 0 1 -5 % Articulate d Trucks 0%0%0%0%0%-0.1%0.3%0.2%0%0.1%-0.2%0%0%0%0.1%-0%0.1%0%0%0.1%-0.1% Buses and Single-Unit Trucks 0 0 0 0 0 -14 2 4 0 20 -4 4 0 0 8 -0 9 0 0 9 -37 % Buses and Single-Unit Trucks 0%0%0%0%0%-0.8%0.5%0.8%0%0.7%-0.8%0.6%0%0%0.7%-0%0.7%0%0%0.7%-0.7% Pede strians -----0 -----0 -----0 -----0 % Pede strians ------------------------- Bicycle s on Crosswalk -----0 -----0 -----0 -----0 % Bicycle s on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 2 . White Chapel Boulevard at SH 114 Westbound Frontage Road - T MC Thu Mar 8, 2018 AM Peak (7:30AM - 8:30AM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499898, Location: 32.961823, -97.151032 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Sh 114 WBFR SH 114 WBFR White Chapel Road White Chape l Road Dire ction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-03-08 7:30AM 0 0 0 3 3 0 84 10 20 0 114 0 25 63 0 0 88 0 0 129 2 0 131 0 336 7:45AM 0 0 0 2 2 0 122 6 22 0 150 0 21 60 0 0 81 0 0 116 2 0 118 0 351 8:00AM 0 0 0 1 1 0 85 11 17 0 113 0 50 51 0 0 101 0 0 73 0 0 73 0 288 8:15AM 0 0 0 2 2 0 115 11 23 0 149 0 26 23 0 0 49 0 0 59 2 0 61 0 261 Total 0 0 0 8 8 0 406 38 82 0 526 0 122 197 0 0 319 0 0 377 6 0 383 0 1236 % Approach 0%0%0%100%--77.2%7.2%15.6%0%--38.2%61.8%0%0%--0%98.4%1.6%0%--- % Total 0%0%0%0.6%0.6%-32.8%3.1%6.6%0%42.6%-9.9%15.9%0%0%25.8%-0%30.5%0.5%0%31.0%-- PHF ---0.667 0.667 -0.832 0.864 0.891 -0.877 -0.610 0.782 --0.790 --0.731 0.750 -0.731 -0.880 Lights 0 0 0 8 8 -399 36 80 0 515 -120 197 0 0 317 -0 371 6 0 377 -1217 % Lights 0%0%0%100%100%-98.3%94.7%97.6%0%97.9%-98.4%100%0%0%99.4%-0%98.4%100%0%98.4%-98.5% Articulate d Trucks 0 0 0 0 0 -1 1 0 0 2 -0 0 0 0 0 -0 0 0 0 0 -2 % Articulate d Trucks 0%0%0%0%0%-0.2%2.6%0%0%0.4 %-0%0%0%0%0%-0%0%0%0%0%-0.2% Buses and Single-Unit Trucks 0 0 0 0 0 -6 1 2 0 9 -2 0 0 0 2 -0 6 0 0 6 -17 % Buses and Single-Unit Trucks 0%0%0%0%0%-1.5%2.6%2.4%0%1.7%-1.6%0%0%0%0.6%-0%1.6%0%0%1.6%-1.4% Pede strians -----0 -----0 -----0 -----0 % Pede strians ------------------------- Bicycle s on Crosswalk -----0 -----0 -----0 -----0 % Bicycle s on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 2 . White Chapel Boulevard at SH 114 Westbound Frontage Road - T MC Thu Mar 8, 2018 PM Peak (5:30PM - 6:30PM) - Overall Peak Hour All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499898, Location: 32.961823, -97.151032 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Sh 114 WBFR SH 114 WBFR White Chapel Road White Chapel Road Dire ction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Pe d*L T R U App Ped*Int 2018-03-08 5:30PM 0 0 0 1 1 0 129 32 43 0 204 0 41 51 0 0 92 0 0 103 2 0 105 0 4 02 5:45PM 0 0 0 2 2 0 136 43 46 0 225 0 30 32 0 0 62 0 0 113 3 0 116 0 4 05 6:00PM 0 0 0 1 1 0 148 25 39 0 212 0 27 27 0 0 54 0 0 126 3 0 129 0 396 6:15PM 0 0 0 1 1 0 145 60 45 0 250 0 38 44 0 0 82 0 0 83 1 0 84 0 417 Total 0 0 0 5 5 0 558 160 173 0 891 0 136 154 0 0 290 0 0 425 9 0 4 34 0 1620 % Approach 0%0%0%100%--62.6%18.0%19.4%0%--46.9%53.1%0%0%--0%97.9%2.1%0%--- % Total 0%0%0%0.3%0.3%-34.4%9.9%10.7%0%55.0%-8.4%9.5%0%0%17.9%-0%26.2%0.6%0%26.8%-- PHF ---0.625 0.625 -0.943 0.667 0.940 -0.891 -0.829 0.755 --0.788 --0.843 0.750 -0.841 -0.971 Lights 0 0 0 5 5 -557 160 172 0 889 -134 153 0 0 287 -0 424 9 0 4 33 -1614 % Lights 0%0%0%100%100%-99.8%100%99.4%0%99.8%-98.5%99.4%0%0%99.0%-0%99.8%100%0%99.8%-99.6% Articulate d Trucks 0 0 0 0 0 -0 0 1 0 1 -1 0 0 0 1 -0 1 0 0 1 -3 % Articulate d Trucks 0%0%0%0%0%-0%0%0.6%0%0.1%-0.7%0%0%0%0.3%-0%0.2%0%0%0.2%-0.2% Buses and Single-Unit Trucks 0 0 0 0 0 -1 0 0 0 1 -1 1 0 0 2 -0 0 0 0 0 -3 % Buses and Single-Unit Trucks 0%0%0%0%0%-0.2%0%0%0%0.1%-0.7%0.6%0%0%0.7%-0%0%0%0%0%-0.2% Pede strians -----0 -----0 -----0 -----0 % Pede strians ------------------------- Bicycle s on Crosswalk -----0 -----0 -----0 -----0 % Bicycle s on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 3. White Chapel Boulevard at Kirkwood Boulevard - T MC Thu Mar 8, 2018 Full Leng th (7AM-9AM, 4:30PM-6:30PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499899, Location: 32.965666, -97.151019 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Drive White Chapel Road White Chapel Road Dire ction We stbound Northbound Southbound Time L R U App Pe d*T R U App Pe d*L T U App Ped*Int 2018-03-08 7:00AM 8 0 0 8 0 29 7 0 36 0 1 31 0 32 0 76 7:15AM 18 4 0 22 0 49 1 0 50 0 1 56 0 57 0 129 7:30AM 27 7 0 34 0 64 8 0 72 0 1 104 0 105 0 211 7:45AM 20 6 0 26 0 77 12 0 89 0 4 94 0 98 0 213 Hourly Total 73 17 0 90 0 219 28 0 247 0 7 285 0 292 0 629 8:00AM 15 4 0 19 0 54 15 0 69 0 6 61 0 67 0 155 8:15AM 14 1 0 15 0 33 14 0 47 0 4 44 0 4 8 0 110 8:30AM 7 2 0 9 0 34 17 0 51 0 5 35 0 4 0 0 100 8:45AM 20 2 0 22 0 31 8 0 39 0 1 50 0 51 0 112 Hourly Total 56 9 0 65 0 152 54 0 206 0 16 190 0 206 0 4 77 4:30PM 8 4 0 12 0 66 18 0 84 0 3 53 0 56 0 152 4:45PM 5 4 0 9 0 92 10 0 102 0 1 47 0 4 8 0 159 Hourly Total 13 8 0 21 0 158 28 0 186 0 4 100 0 104 0 311 5:00PM 7 4 0 11 0 100 11 0 111 0 3 27 0 30 0 152 5:15PM 16 3 0 19 0 77 14 0 91 0 3 72 0 75 0 185 5:30PM 7 0 0 7 0 82 12 0 94 0 1 95 0 96 0 197 5:45PM 4 2 0 6 0 70 11 0 81 0 2 111 0 113 0 200 Hourly Total 34 9 0 43 0 329 48 0 377 0 9 305 0 314 0 734 6:00PM 12 1 0 13 0 58 9 0 67 0 4 117 0 121 0 201 6:15PM 11 0 0 11 0 68 22 0 90 0 3 71 0 74 0 175 Hourly Total 23 1 0 24 0 126 31 0 157 0 7 188 0 195 0 376 Total 199 44 0 243 0 984 189 0 1173 0 43 1068 0 1111 0 2527 % Approach 81.9%18.1%0%--83.9%16.1%0%--3.9%96.1%0%--- % Total 7.9%1.7%0%9.6%-38.9%7.5%0%4 6.4%-1.7%42.3%0%4 4 .0%-- Lights 199 44 0 243 -975 189 0 1164 -43 1056 0 1099 -2506 % Lights 100%100%0%100%-99.1%100%0%99.2%-100%98.9%0%98.9%-99.2% Articulated Trucks 0 0 0 0 -1 0 0 1 -0 1 0 1 -2 % Articulated Trucks 0%0%0%0%-0.1%0%0%0.1%-0%0.1%0%0.1%-0.1% Buses and S ingle-Unit Trucks 0 0 0 0 -8 0 0 8 -0 11 0 11 -19 % Buses and S ingle-Unit Trucks 0%0%0%0%-0.8%0%0%0.7%-0%1.0%0%1.0%-0.8% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 3. White Chapel Boulevard at Kirkwood Boulevard - T MC Thu Mar 8, 2018 AM Peak (7:15AM - 8:15AM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499899, Location: 32.965666, -97.151019 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Drive White Chapel Road White Chapel Road Dire ction Westbound Northbound Southbound Time L R U App Ped*T R U App Pe d*L T U App Ped*Int 2018-03-08 7:15AM 18 4 0 22 0 49 1 0 50 0 1 56 0 57 0 129 7:30AM 27 7 0 34 0 64 8 0 72 0 1 104 0 105 0 211 7:45AM 20 6 0 26 0 77 12 0 89 0 4 94 0 98 0 213 8:00AM 15 4 0 19 0 54 15 0 69 0 6 61 0 67 0 155 Total 80 21 0 101 0 244 36 0 280 0 12 315 0 327 0 708 % Approach 79.2%20.8%0%--87.1%12.9%0%--3.7%96.3%0%--- % Total 11.3%3.0%0%14.3%-34.5%5.1%0%39.5%-1.7%44.5%0%4 6.2%-- PHF 0.741 0.750 -0.743 -0.792 0.600 -0.787 -0.500 0.757 -0.779 -0.831 Lights 80 21 0 101 -239 36 0 275 -12 309 0 321 -697 % Lights 100%100%0%100%-98.0%100%0%98.2%-100%98.1%0%98.2%-98.4% Articulated Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Articulated Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Buses and Single-Unit Trucks 0 0 0 0 -5 0 0 5 -0 6 0 6 -11 % Buses and Single-Unit Trucks 0%0%0%0%-2.0%0%0%1.8%-0%1.9%0%1.8%-1.6% Pe de strians ----0 ----0 ----0 % Pe de strians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 3. White Chapel Boulevard at Kirkwood Boulevard - T MC Thu Mar 8, 2018 PM Peak (5:15PM - 6:15PM) - Overall Peak Hour All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499899, Location: 32.965666, -97.151019 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Drive White Chapel Road White Chapel Road Dire ction We stbound Northbound Southbound Time L R U App Ped*T R U App Ped*L T U App Ped*Int 2018-03-08 5:15PM 16 3 0 19 0 77 14 0 91 0 3 72 0 75 0 185 5:30PM 7 0 0 7 0 82 12 0 94 0 1 95 0 96 0 197 5:45PM 4 2 0 6 0 70 11 0 81 0 2 111 0 113 0 200 6:00PM 12 1 0 13 0 58 9 0 67 0 4 117 0 121 0 201 Total 39 6 0 45 0 287 46 0 333 0 10 395 0 405 0 783 % Approach 86.7%13.3%0%--86.2%13.8%0%--2.5%97.5%0%--- % Total 5.0%0.8%0%5.7%-36.7%5.9%0%42.5%-1.3%50.4%0%51.7%-- PHF 0.609 0.500 -0.592 -0.875 0.821 -0.886 -0.625 0.844 -0.837 -0.974 Lights 39 6 0 45 -285 46 0 331 -10 394 0 4 04 -780 % Lights 100%100%0%100%-99.3%100%0%99.4 %-100%99.7%0%99.8%-99.6% Articulated Trucks 0 0 0 0 -1 0 0 1 -0 0 0 0 -1 % Articulated Trucks 0%0%0%0%-0.3%0%0%0.3%-0%0%0%0%-0.1% Buses and S ingle-Unit Trucks 0 0 0 0 -1 0 0 1 -0 1 0 1 -2 % Buses and S ingle-Unit Trucks 0%0%0%0%-0.3%0%0%0.3%-0%0.3%0%0.2%-0.3% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 4 . White Chapel Boulevard at Dove Road (roundabout) - TMC Thu Mar 8, 2018 Full Leng th (7AM-9AM, 4:30PM-6:30PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499902, Location: 32.970637, -97.150864 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Dove Road Dove Road White Chapel Road White Chapel Road Dire ction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Pe d*L T R U App Pe d*L T R U App Pe d*Int 2018-03-08 7:00AM 22 10 3 0 35 0 13 24 6 0 43 0 4 23 4 0 31 0 8 17 8 0 33 0 142 7:15AM 27 32 4 0 63 0 29 49 9 1 88 0 11 31 11 0 53 0 2 23 5 0 30 0 234 7:30AM 89 37 5 0 131 0 46 69 25 0 140 0 13 54 13 0 80 0 18 59 48 0 125 0 4 76 7:45AM 40 57 3 0 100 0 23 82 14 0 119 0 12 49 24 0 85 0 29 67 75 0 171 0 4 75 Hourly Total 178 136 15 0 329 0 111 224 54 1 390 0 40 157 52 0 249 0 57 166 136 0 359 0 1327 8:00AM 11 80 1 0 92 0 14 38 12 0 64 0 6 27 25 0 58 0 12 46 8 0 66 0 280 8:15AM 3 41 4 0 48 0 20 59 3 0 82 0 13 15 6 0 34 0 5 19 5 0 29 0 193 8:30AM 13 38 8 0 59 0 11 23 2 0 36 0 10 10 14 0 34 0 7 20 5 0 32 0 161 8:45AM 3 16 6 0 25 0 23 20 6 0 49 0 4 20 9 0 33 0 5 25 5 0 35 1 142 Hourly Total 30 175 19 0 224 0 68 140 23 0 231 0 33 72 54 0 159 0 29 110 23 0 162 1 776 9:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 19 30 11 0 60 0 19 46 11 0 76 0 12 30 24 0 66 0 6 27 2 0 35 0 237 4:45PM 61 44 10 0 115 0 15 44 16 0 75 0 11 64 22 0 97 0 9 20 7 0 36 1 323 Hourly Total 80 74 21 0 175 0 34 90 27 0 151 0 23 94 46 0 163 0 15 47 9 0 71 1 560 5:00PM 40 43 13 0 96 0 9 37 14 0 60 0 13 68 24 0 105 0 7 14 10 0 31 1 292 5:15PM 47 35 14 0 96 0 12 47 25 0 84 0 10 60 14 0 84 0 10 43 23 0 76 4 340 5:30PM 34 42 8 0 84 0 20 39 24 0 83 0 8 55 15 0 78 0 17 72 47 0 136 1 381 5:45PM 12 37 8 0 57 0 28 42 15 0 85 0 11 43 16 0 70 0 20 78 56 0 154 6 366 Hourly Total 133 157 43 0 333 0 69 165 78 0 312 0 42 226 69 0 337 0 54 207 136 0 397 12 1379 6:00PM 5 20 7 0 32 0 16 42 11 0 69 0 8 32 14 0 54 0 17 99 36 0 152 0 307 6:15PM 12 31 4 0 47 0 11 35 21 0 67 0 12 39 18 0 69 0 8 52 24 0 84 1 267 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 17 51 11 0 79 0 27 77 32 0 136 0 20 71 32 0 123 0 25 151 60 0 236 1 574 Total 438 593 109 0 1140 0 309 696 214 1 1220 0 158 620 253 0 1031 0 180 681 364 0 1225 15 4 616 % Approac h 38.4%52.0%9.6%0%--25.3%57.0%17.5%0.1%--15.3%60.1%24.5%0%--14.7%55.6%29.7%0%--- % Total 9.5%12.8%2.4%0%24.7%-6.7%15.1%4.6%0%26.4%-3.4%13.4%5.5%0%22.3%-3.9%14.8%7.9%0%26.5%-- Lights 431 583 109 0 1123 -305 687 212 0 1204 -158 613 252 0 1023 -178 672 359 0 1209 -4559 % Lights 98.4%98.3%100%0%98.5%-98.7%98.7%99.1%0%98.7%-100%98.9%99.6%0%99.2%-98.9%98.7%98.6%0%98.7%-98.8% Articulated Trucks 0 0 0 0 0 -0 0 0 0 0 -0 1 0 0 1 -0 1 0 0 1 -2 % Articulated Trucks 0%0%0%0%0%-0%0%0%0%0%-0%0.2%0%0%0.1%-0%0.1%0%0%0.1%-0% Buses and S ingle-Unit Trucks 7 10 0 0 17 -4 9 2 1 16 -0 6 1 0 7 -2 8 5 0 15 -55 % Buses and S ingle-Unit Trucks 1.6%1.7%0%0%1.5%-1.3%1.3%0.9%100%1.3%-0%1.0%0.4%0%0.7%-1.1%1.2%1.4%0%1.2%-1.2% Pedestrians -----0 -----0 -----0 -----13 % Pedestrians -----------------------86.7%- Bicycles on Crosswalk -----0 -----0 -----0 -----2 % Bicycles on Crosswalk -----------------------13.3%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 7 4 . White Chapel Boulevard at Dove Road (roundabout) - TMC Thu Mar 8, 2018 AM Peak (7:15AM - 8:15AM) - Overall Peak Hour All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499902, Location: 32.970637, -97.150864 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Dove Road Dove Road White Chapel Road White Chapel Road Dire ction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Pe d*L T R U App Ped*L T R U App Ped*Int 2018-03-08 7:15AM 27 32 4 0 63 0 29 49 9 1 88 0 11 31 11 0 53 0 2 23 5 0 30 0 234 7:30AM 89 37 5 0 131 0 46 69 25 0 140 0 13 54 13 0 80 0 18 59 48 0 125 0 4 76 7:45AM 40 57 3 0 100 0 23 82 14 0 119 0 12 49 24 0 85 0 29 67 75 0 171 0 4 75 8:00AM 11 80 1 0 92 0 14 38 12 0 64 0 6 27 25 0 58 0 12 46 8 0 66 0 280 Total 167 206 13 0 386 0 112 238 60 1 411 0 42 161 73 0 276 0 61 195 136 0 392 0 14 65 % Approach 43.3%53.4%3.4%0%--27.3%57.9%14.6%0.2%--15.2%58.3%26.4%0%--15.6%49.7%34.7%0%--- % Total 11.4%14.1%0.9%0%26.3%-7.6%16.2%4.1%0.1%28.1%-2.9%11.0%5.0%0%18.8%-4.2%13.3%9.3%0%26.8%-- PHF 0.469 0.644 0.650 -0.737 -0.609 0.726 0.600 0.250 0.734 -0.808 0.745 0.730 -0.812 -0.526 0.728 0.453 -0.573 -0.769 Lights 160 200 13 0 373 -111 235 59 0 4 05 -42 157 73 0 272 -60 189 131 0 380 -1430 % Lights 95.8%97.1%100%0%96.6%-99.1%98.7%98.3%0%98.5%-100%97.5%100%0%98.6%-98.4%96.9%96.3%0%96.9%-97.6% Artic ulated Trucks 0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 % Artic ulated Trucks 0%0%0%0%0%-0%0%0%0%0%-0%0%0%0%0%-0%0%0%0%0%-0% Buse s and Single-Unit Trucks 7 6 0 0 13 -1 3 1 1 6 -0 4 0 0 4 -1 6 5 0 12 -35 % Buse s and Single-Unit Trucks 4.2%2.9%0%0%3.4 %-0.9%1.3%1.7%100%1.5%-0%2.5%0%0%1.4%-1.6%3.1%3.7%0%3.1%-2.4% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 7 4 . White Chapel Boulevard at Dove Road (roundabout) - TMC Thu Mar 8, 2018 PM Peak (5:15PM - 6:15PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499902, Location: 32.970637, -97.150864 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Dove Road Dove Road White Chapel Road White Chapel Road Dire ction Eastbound We stbound Northbound Southbound Time L T R U App Pe d*L T R U App Ped*L T R U App Pe d*L T R U App Ped*Int 2018-03-08 5:15PM 47 35 14 0 96 0 12 47 25 0 84 0 10 60 14 0 84 0 10 43 23 0 76 4 340 5:30PM 34 42 8 0 84 0 20 39 24 0 83 0 8 55 15 0 78 0 17 72 47 0 136 1 381 5:45PM 12 37 8 0 57 0 28 42 15 0 85 0 11 43 16 0 70 0 20 78 56 0 154 6 366 6:00PM 5 20 7 0 32 0 16 42 11 0 69 0 8 32 14 0 54 0 17 99 36 0 152 0 307 Total 98 134 37 0 269 0 76 170 75 0 321 0 37 190 59 0 286 0 64 292 162 0 518 11 1394 % Approach 36.4%49.8%13.8%0%--23.7%53.0%23.4%0%--12.9%66.4%20.6%0%--12.4%56.4%31.3%0%--- % Total 7.0%9.6%2.7%0%19.3%-5.5%12.2%5.4%0%23.0%-2.7%13.6%4.2%0%20.5%-4.6%20.9%11.6%0%37.2%-- PHF 0.521 0.798 0.661 -0.701 -0.679 0.904 0.750 -0.944 -0.841 0.792 0.922 -0.851 -0.800 0.737 0.723 -0.84 1 -0.915 Lights 98 134 37 0 269 -75 167 74 0 316 -37 189 58 0 284 -64 292 162 0 518 -1387 % Lights 100%100%100%0%100%-98.7%98.2%98.7%0%98.4 %-100%99.5%98.3%0%99.3%-100%100%100%0%100%-99.5% Articulated Trucks 0 0 0 0 0 -0 0 0 0 0 -0 1 0 0 1 -0 0 0 0 0 -1 % Articulated Trucks 0%0%0%0%0%-0%0%0%0%0%-0%0.5%0%0%0.3%-0%0%0%0%0%-0.1% Buses and Single -Unit Trucks 0 0 0 0 0 -1 3 1 0 5 -0 0 1 0 1 -0 0 0 0 0 -6 % Buses and Single -Unit Trucks 0%0%0%0%0%-1.3%1.8%1.3%0%1.6%-0%0%1.7%0%0.3%-0%0%0%0%0%-0.4% Pe destrians -----0 -----0 -----0 -----9 % Pe destrians -----------------------81.8%- Bicycles on Crosswalk -----0 -----0 -----0 -----2 % Bicycles on Crosswalk -----------------------18.2%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 7 5. Kirkwood Boulevard at St. Tropez Drive - TMC Thu Mar 8, 2018 Full Leng th (7AM-9AM, 4:30PM-6:30PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499900, Location: 32.965772, -97.148811 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Boulevard Kirkwood Boulevard St Tropez Drive Dire ction Eastbound Westbound Southbound Time L T U App Ped*T R U App Ped*L R U App Ped*Int 2018-03-08 7:00AM 3 6 0 9 0 3 1 0 4 0 0 5 0 5 0 18 7:15AM 0 0 1 1 0 9 1 0 10 0 0 13 0 13 0 24 7:30AM 4 5 0 9 0 19 0 0 19 0 0 14 0 14 0 42 7:45AM 5 12 0 17 0 13 1 0 14 0 2 14 0 16 0 47 Hourly Total 12 23 1 36 0 44 3 0 47 0 2 46 0 48 0 131 8:00AM 7 13 0 20 0 6 0 1 7 0 0 12 0 12 0 39 8:15AM 7 12 0 19 0 8 0 1 9 0 0 7 0 7 4 35 8:30AM 5 17 0 22 0 6 1 0 7 0 1 4 0 5 0 34 8:45AM 2 7 0 9 0 11 0 0 11 0 0 10 0 10 0 30 Hourly Total 21 49 0 70 0 31 1 2 34 0 1 33 0 34 4 138 9:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 8 14 0 22 0 4 0 0 4 0 0 8 0 8 0 34 4:45PM 5 6 0 11 0 7 2 0 9 0 1 2 0 3 0 23 Hourly Total 13 20 0 33 0 11 2 0 13 0 1 10 0 11 0 57 5:00PM 3 11 0 14 0 8 0 0 8 0 2 3 0 5 0 27 5:15PM 4 13 0 17 0 10 0 0 10 0 1 9 0 10 0 37 5:30PM 6 6 0 12 0 6 0 0 6 0 1 2 0 3 0 21 5:45PM 5 8 0 13 0 6 1 0 7 0 0 1 0 1 0 21 Hourly Total 18 38 0 56 0 30 1 0 31 0 4 15 0 19 0 106 6:00PM 4 8 0 12 0 5 1 0 6 0 0 6 0 6 0 24 6:15PM 10 16 0 26 0 5 2 0 7 0 0 6 0 6 2 39 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 14 24 0 38 0 10 3 0 13 0 0 12 0 12 2 63 Total 78 154 1 233 0 126 10 2 138 0 8 116 0 124 6 4 95 % Approach 33.5%66.1%0.4%--91.3%7.2%1.4%--6.5%93.5%0%--- % Total 15.8%31.1%0.2%4 7.1%-25.5%2.0%0.4%27.9%-1.6%23.4%0%25.1%-- Lights 78 154 1 233 -126 9 2 137 -8 116 0 124 -494 % Lights 100%100%100%100%-100%90.0%100%99.3%-100%100%0%100%-99.8% Articulate d Truc ks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Articulate d Truc ks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Buses and Single-Unit Truc ks 0 0 0 0 -0 1 0 1 -0 0 0 0 -1 % Buses and Single-Unit Truc ks 0%0%0%0%-0%10.0%0%0.7%-0%0%0%0%-0.2% Pede strians ----0 ----0 ----6 % Pede strians --------------100%- Bicycle s on Crosswalk ----0 ----0 ----0 % Bicycle s on Crosswalk --------------0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 7 5. Kirkwood Boulevard at St. Tropez Drive - TMC Thu Mar 8, 2018 AM Peak (7:30AM - 8:30AM) - Overall Peak Hour All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499900, Location: 32.965772, -97.148811 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Boulevard Kirkwood Boule vard St Tropez Drive Dire ction Eastbound We stbound Southbound Time L T U App Pe d*T R U App Ped*L R U App Ped*Int 2018-03-08 7:30AM 4 5 0 9 0 19 0 0 19 0 0 14 0 14 0 42 7:45AM 5 12 0 17 0 13 1 0 14 0 2 14 0 16 0 47 8:00AM 7 13 0 20 0 6 0 1 7 0 0 12 0 12 0 39 8:15AM 7 12 0 19 0 8 0 1 9 0 0 7 0 7 4 35 Total 23 42 0 65 0 46 1 2 4 9 0 2 47 0 49 4 163 % Approach 35.4%64.6%0%--93.9%2.0%4.1%--4.1%95.9%0%--- % Total 14.1%25.8%0%39.9%-28.2%0.6%1.2%30.1%-1.2%28.8%0%30.1%-- PHF 0.821 0.808 -0.813 -0.605 0.250 0.500 0.64 5 -0.250 0.839 -0.766 -0.867 Lights 23 42 0 65 -46 1 2 4 9 -2 47 0 49 -163 % Lights 100%100%0%100%-100%100%100%100%-100%100%0%100%-100% Artic ulated Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Artic ulated Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Buse s and Single -Unit Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Buse s and Single -Unit Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Pedestrians ----0 ----0 ----4 % Pedestrians --------------100%- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk --------------0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 7 5. Kirkwood Boulevard at St. Tropez Drive - TMC Thu Mar 8, 2018 PM Peak (4:30PM - 5:30PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499900, Location: 32.965772, -97.148811 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Boule vard Kirkwood Boulevard St Tropez Drive Dire ction Eastbound Westbound Southbound Time L T U App Ped*T R U App Ped*L R U App Ped*Int 2018-03-08 4:30PM 8 14 0 22 0 4 0 0 4 0 0 8 0 8 0 34 4:45PM 5 6 0 11 0 7 2 0 9 0 1 2 0 3 0 23 5:00PM 3 11 0 14 0 8 0 0 8 0 2 3 0 5 0 27 5:15PM 4 13 0 17 0 10 0 0 10 0 1 9 0 10 0 37 Total 20 44 0 64 0 29 2 0 31 0 4 22 0 26 0 121 % Approach 31.3%68.8%0%--93.5%6.5%0%--15.4%84.6%0%--- % Total 16.5%36.4%0%52.9%-24.0%1.7%0%25.6%-3.3%18.2%0%21.5%-- PHF 0.625 0.786 -0.727 -0.725 0.250 -0.775 -0.500 0.611 -0.650 -0.818 Lights 20 44 0 64 -29 2 0 31 -4 22 0 26 -121 % Lights 100%100%0%100%-100%100%0%100%-100%100%0%100%-100% Artic ulated Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Artic ulated Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Buse s and Single-Unit Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Buse s and Single-Unit Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 7 6 . Kirkwood Boulevard at Riviera Drive - TMC Thu Mar 8, 2018 Full Leng th (7AM-9AM, 4:30PM-6:30PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499901, Location: 32.965857, -97.147477 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Boulevard Kirkwood Boulevard Rivie ra Drive Dire ction Eastbound Westbound Northbound Time T R U App Ped*L T U App Ped*L R U App Pe d*Int 2018-03-08 7:00AM 4 2 0 6 0 0 1 0 1 0 3 0 0 3 0 10 7:15AM 0 0 0 0 0 0 6 0 6 0 4 0 0 4 0 10 7:30AM 5 0 0 5 0 0 11 0 11 0 8 0 0 8 0 24 7:45AM 11 3 0 14 0 0 7 0 7 1 7 0 0 7 0 28 Hourly Total 20 5 0 25 0 0 25 0 25 1 22 0 0 22 0 72 8:00AM 10 4 0 14 0 0 3 0 3 0 4 0 0 4 0 21 8:15AM 9 4 0 13 0 0 6 0 6 1 3 0 0 3 0 22 8:30AM 12 6 0 18 0 0 4 0 4 0 3 1 0 4 0 26 8:45AM 6 1 0 7 0 0 8 0 8 0 3 0 0 3 0 18 Hourly Total 37 15 0 52 0 0 21 0 21 1 13 1 0 14 0 87 9:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 10 4 0 14 0 1 4 0 5 3 0 0 0 0 0 19 4:45PM 4 2 0 6 0 0 7 0 7 0 2 0 0 2 0 15 Hourly Total 14 6 0 20 0 1 11 0 12 3 2 0 0 2 0 34 5:00PM 12 2 0 14 0 0 3 0 3 0 5 0 0 5 0 22 5:15PM 11 3 0 14 0 0 8 0 8 0 2 0 0 2 0 24 5:30PM 4 3 0 7 0 1 1 0 2 0 5 0 0 5 0 14 5:45PM 9 0 0 9 0 0 5 0 5 0 2 0 0 2 0 16 Hourly Total 36 8 0 4 4 0 1 17 0 18 0 14 0 0 14 0 76 6:00PM 4 4 0 8 0 0 3 0 3 0 2 1 0 3 0 14 6:15PM 10 6 0 16 0 0 5 0 5 0 2 0 0 2 0 23 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 14 10 0 24 0 0 8 0 8 0 4 1 0 5 0 37 Total 121 44 0 165 0 2 82 0 84 5 55 2 0 57 0 306 % Approach 73.3%26.7%0%--2.4%97.6%0%--96.5%3.5%0%--- % Total 39.5%14.4%0%53.9%-0.7%26.8%0%27.5%-18.0%0.7%0%18.6%-- Lights 121 44 0 165 -2 82 0 84 -54 2 0 56 -305 % Lights 100%100%0%100%-100%100%0%100%-98.2%100%0%98.2%-99.7% Articulated Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Articulated Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Buses and Single-Unit Trucks 0 0 0 0 -0 0 0 0 -1 0 0 1 -1 % Buses and Single-Unit Trucks 0%0%0%0%-0%0%0%0%-1.8%0%0%1.8%-0.3% Pe de strians ----0 ----5 ----0 % Pe de strians ---------100%------ Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------0%------ *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 7 6 . Kirkwood Boulevard at Riviera Drive - TMC Thu Mar 8, 2018 AM Peak (7:45AM - 8:45AM) - Overall Peak Hour All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499901, Location: 32.965857, -97.147477 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Boule vard Kirkwood Boulevard Riviera Drive Dire ction Eastbound Westbound Northbound Time T R U App Ped*L T U App Ped*L R U App Pe d*Int 2018-03-08 7:45AM 11 3 0 14 0 0 7 0 7 1 7 0 0 7 0 28 8:00AM 10 4 0 14 0 0 3 0 3 0 4 0 0 4 0 21 8:15AM 9 4 0 13 0 0 6 0 6 1 3 0 0 3 0 22 8:30AM 12 6 0 18 0 0 4 0 4 0 3 1 0 4 0 26 Total 42 17 0 59 0 0 20 0 20 2 17 1 0 18 0 97 % Approach 71.2%28.8%0%--0%100%0%--94.4%5.6%0%--- % Total 43.3%17.5%0%60.8%-0%20.6%0%20.6%-17.5%1.0%0%18.6%-- PHF 0.875 0.708 -0.819 --0.714 -0.714 -0.607 0.250 -0.64 3 -0.866 Lights 42 17 0 59 -0 20 0 20 -17 1 0 18 -97 % Lights 100%100%0%100%-0%100%0%100%-100%100%0%100%-100% Artic ulated Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Artic ulated Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Buse s and Single-Unit Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Buse s and Single-Unit Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Pedestrians ----0 ----2 ----0 % Pedestrians ---------100%------ Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------0%------ *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 7 6 . Kirkwood Boulevard at Riviera Drive - TMC Thu Mar 8, 2018 PM Peak (4:30PM - 5:30PM) All Classes (Lig hts, Articulated Trucks, Buses and Sing le-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 499901, Location: 32.965857, -97.147477 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Le g Kirkwood Boulevard Kirkwood Boulevard Riviera Drive Dire ction Eastbound We stbound Northbound Time T R U App Pe d*L T U App Ped*L R U App Pe d*Int 2018-03-08 4:30PM 10 4 0 14 0 1 4 0 5 3 0 0 0 0 0 19 4:45PM 4 2 0 6 0 0 7 0 7 0 2 0 0 2 0 15 5:00PM 12 2 0 14 0 0 3 0 3 0 5 0 0 5 0 22 5:15PM 11 3 0 14 0 0 8 0 8 0 2 0 0 2 0 24 Total 37 11 0 48 0 1 22 0 23 3 9 0 0 9 0 80 % Approach 77.1%22.9%0%--4.3%95.7%0%--100%0%0%--- % Total 46.3%13.8%0%60.0%-1.3%27.5%0%28.8%-11.3%0%0%11.3%-- PHF 0.771 0.688 -0.857 -0.250 0.688 -0.719 -0.450 --0.450 -0.833 Lights 37 11 0 48 -1 22 0 23 -9 0 0 9 -80 % Lights 100%100%0%100%-100%100%0%100%-100%0%0%100%-100% Articulated Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Articulated Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Buses and Single -Unit Trucks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Buses and Single -Unit Trucks 0%0%0%0%-0%0%0%0%-0%0%0%0%-0% Pe destrians ----0 ----3 ----0 % Pe destrians ---------100%------ Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------0%------ *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 7 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2018 Existing Traffic Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 406 38 82 122 197 0 0 377 6 Future Volume (vph)0 0 0 406 38 82 122 197 0 0 377 6Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.962 0.997 Flt Protected 0.950 0.969 0.950 Satd. Flow (prot)0 0 0 1610 3160 0 1770 3539 0 0 5070 0Flt Permitted 0.950 0.969 0.499Satd. Flow (perm)0 0 0 1610 3160 0 930 3539 0 0 5070 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)86 3 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 441 41 89 133 214 0 0 410 7Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 220 351 0 133 214 0 0 417 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA pm+pt NA NA Protected Phases 4 4 5 2 12 6 Permitted Phases 2 12 Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 2 Lane Group Ø1 Ø2 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 1 2 8 12 16 Permitted Phases Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 5 2 12 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)31.0 31.0 9.0 9.0 Total Split (%)51.7% 51.7%15.0%15.0% Maximum Green (s)24.0 24.0 2.0 2.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)23.2 23.2 31.0 29.0 18.0 Actuated g/C Ratio 0.31 0.31 0.41 0.39 0.24v/c Ratio 0.44 0.34 0.33 0.16 0.34 Control Delay 24.2 15.9 3.6 3.0 24.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.2 15.9 3.6 3.0 24.7LOSCBAAC Approach Delay 19.1 3.2 24.7 Approach LOS B A C Queue Length 50th (ft)90 50 6 6 59Queue Length 95th (ft)156 85 m8 m8 86 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)513 1067 405 1365 1216 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.43 0.33 0.33 0.16 0.34 Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 75.2Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 16.7 Intersection LOS: BIntersection Capacity Utilization 60.9%ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 5 Lane Group Ø1 Ø2 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 25.0 25.0 Total Split (s)9.0 9.0 31.0 11.0 11.0 Total Split (%)15%15%52%18%18% Maximum Green (s)2.0 2.0 24.0 4.0 4.0Yellow Time (s)4.5 4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 Recall Mode None Max None None None Walk Time (s)7.0 7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)6 801 121 0 0 0 0 300 454 208 591 0 Future Volume (vph)6 801 121 0 0 0 0 300 454 208 591 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.980 0.910 Flt Protected 0.950 0.950Satd. Flow (prot)1610 3322 0 0 0 0 0 4628 0 1770 3539 0 Flt Permitted 0.950 0.276 Satd. Flow (perm)1610 3322 0 0 0 0 0 4628 0 514 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)31 111Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)7 871 132 0 0 0 0 326 493 226 642 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)6 1004 0 0 0 0 0 819 0 226 642 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA pm+pt NA Protected Phases 8 8 2 1 6 16Permitted Phases 6 16 Detector Phase 8 8 2 1 6 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 7 Lane Group Ø4 Ø5 Ø6 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 12 16Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)31.0 31.0 9.0 9.0 Total Split (%)51.7% 51.7%15.0%15.0%Maximum Green (s)24.0 24.0 2.0 2.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)23.2 23.2 18.0 32.5 30.9Actuated g/C Ratio 0.31 0.31 0.24 0.43 0.41 v/c Ratio 0.01 0.96 1.05dr 0.89 0.44 Control Delay 18.0 45.9 26.0 53.2 14.8 Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 18.0 45.9 26.0 53.2 14.8 LOS B D C D B Approach Delay 45.7 26.0 24.8 Approach LOS D C CQueue Length 50th (ft)2 243 111 56 89 Queue Length 95th (ft)10 #376 153 #155 117 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)513 1081 1192 255 1453 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.01 0.93 0.69 0.89 0.44 Intersection Summary Area Type:OtherCycle Length: 60Actuated Cycle Length: 75.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96Intersection Signal Delay: 33.0 Intersection LOS: C Intersection Capacity Utilization 60.9%ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA Existing AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 10 Lane Group Ø4 Ø5 Ø6 Ø12 Ø16 Minimum Split (s)25.0 12.0 25.0 25.0 25.0 Total Split (s)31.0 9.0 9.0 11.0 11.0 Total Split (%)52%15%15%18%18%Maximum Green (s)24.0 2.0 2.0 4.0 4.0 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0Recall Mode None None Max None NoneWalk Time (s)7.0 7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA Existing AM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 2.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 80 21 244 36 12 315 Future Vol, veh/h 80 21 244 36 12 315 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 87 23 265 39 13 342 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 633 265 0 0 265 0 Stage 1 265 ----- Stage 2 368 ----- 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 444 774 -- 1299 - Stage 1 779 ----- Stage 2 700 -----Platoon blocked, %--- Mov Cap-1 Maneuver 439 774 -- 1299 - Mov Cap-2 Maneuver 439 ----- Stage 1 779 ----- Stage 2 692 ----- Approach WB NB SB HCM Control Delay, s 14.1 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 439 774 1299 - HCM Lane V/C Ratio -- 0.198 0.029 0.01 - HCM Control Delay (s)-- 15.2 9.8 7.8 0HCM Lane LOS --C A A A HCM 95th %tile Q(veh)-- 0.7 0.1 0 - Carillon Mixed-Use TIA Existing AM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 42 17 0 20 17 1 Future Vol, veh/h 42 17 0 20 17 1 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 46 18 0 22 18 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 64 0 66 32 Stage 1 ---- 55 - Stage 2 ---- 11 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1536 - 932 1035 Stage 1 ---- 961 - Stage 2 ---- 1010 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1536 - 932 1035 Mov Cap-2 Maneuver ---- 932 - Stage 1 ---- 961 - Stage 2 ---- 1010 - Approach EB WB NB HCM Control Delay, s 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)937 -- 1536 - HCM Lane V/C Ratio 0.021 ---- HCM Control Delay (s)8.9 --0 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0.1 --0 - Carillon Mixed-Use TIA Existing AM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 42 0 0 48 1 0 0 0 2 0 47 Future Vol, veh/h 23 42 0 0 48 1 0 0 0 2 0 47 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 46 0 0 52 1 0 0 0 2 0 51 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 53 0 0 46 0 0 122 149 23 126 149 27 Stage 1 ------ 96 96 - 53 53 - Stage 2 ------ 26 53 - 73 96 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1551 -- 1560 -- 840 742 1048 835 742 1042 Stage 1 ------ 900 815 - 953 850 - Stage 2 ------ 988 850 - 928 815 -Platoon blocked, %---- Mov Cap-1 Maneuver 1551 -- 1560 -- 789 730 1048 825 730 1042 Mov Cap-2 Maneuver ------ 789 730 - 825 730 - Stage 1 ------ 885 802 - 938 850 - Stage 2 ------ 940 850 - 913 802 - Approach EB WB NB SB HCM Control Delay, s 2.6 0 0 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1551 -- 1560 -- 1031 HCM Lane V/C Ratio - 0.016 ----- 0.052 HCM Control Delay (s)0 7.4 --0 -- 8.7HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)-0 --0 -- 0.2 Carillon Mixed-Use TIA Existing AM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 Existing AM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 235 24 0 86 Future Vol, veh/h 0 0 235 24 0 86 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 255 26 0 93 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 128 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 763 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 763 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 10.4 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 763 HCM Lane V/C Ratio -- 0.123 HCM Control Delay (s)-- 10.4HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.4 Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 588 160 173 136 154 0 0 425 9 Future Volume (vph)0 0 0 588 160 173 136 154 0 0 425 9Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.957 0.997 Flt Protected 0.950 0.978 0.950 Satd. Flow (prot)0 0 0 1610 3173 0 1770 3539 0 0 5070 0Flt Permitted 0.950 0.978 0.472Satd. Flow (perm)0 0 0 1610 3173 0 879 3539 0 0 5070 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)94 4 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 639 174 188 148 167 0 0 462 10Shared Lane Traffic (%)47% Lane Group Flow (vph)0 0 0 339 662 0 148 167 0 0 472 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA pm+pt NA NA Protected Phases 4 4 5 2 12 6 Permitted Phases 2 12 Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 2 Lane Group Ø1 Ø2 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 1 2 8 12 16 Permitted Phases Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 5 2 12 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)26.0 26.0 9.0 9.0 Total Split (%)43.3% 43.3%15.0%15.0% Maximum Green (s)19.0 19.0 2.0 2.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)17.5 17.5 33.8 33.1 18.2 Actuated g/C Ratio 0.24 0.24 0.47 0.46 0.25v/c Ratio 0.87 0.79 0.34 0.10 0.37 Control Delay 51.7 30.3 6.5 5.3 24.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 51.7 30.3 6.5 5.3 24.3LOSDCAAC Approach Delay 37.6 5.8 24.3 Approach LOS D A C Queue Length 50th (ft)167 136 14 10 68Queue Length 95th (ft)#319 201 18 13 97 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)426 908 434 1663 1274 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.80 0.73 0.34 0.10 0.37 Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 72.5Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 28.5 Intersection LOS: CIntersection Capacity Utilization 51.5%ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 5 Lane Group Ø1 Ø2 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 25.0 25.0 Total Split (s)9.0 9.0 26.0 16.0 16.0 Total Split (%)15%15%43%27%27% Maximum Green (s)2.0 2.0 19.0 9.0 9.0Yellow Time (s)4.5 4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 Recall Mode None Max None None None Walk Time (s)7.0 7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)2 25 127 0 0 0 0 280 234 218 758 0 Future Volume (vph)2 25 127 0 0 0 0 280 234 218 758 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.875 0.932 Flt Protected 0.950 0.950Satd. Flow (prot)1610 2966 0 0 0 0 0 4739 0 1770 3539 0 Flt Permitted 0.950 0.426 Satd. Flow (perm)1610 2966 0 0 0 0 0 4739 0 794 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)138 254Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)2 27 138 0 0 0 0 304 254 237 824 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)2 165 0 0 0 0 0 558 0 237 824 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA pm+pt NA Protected Phases 8 8 2 1 6 16Permitted Phases 6 16 Detector Phase 8 8 2 1 6 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 7 Lane Group Ø4 Ø5 Ø6 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 12 16Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)26.0 26.0 9.0 9.0 Total Split (%)43.3% 43.3%15.0%15.0%Maximum Green (s)19.0 19.0 2.0 2.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)17.5 17.5 19.6 35.5 34.0Actuated g/C Ratio 0.24 0.24 0.27 0.49 0.47 v/c Ratio 0.01 0.20 0.38 0.57 0.50 Control Delay 21.5 7.1 13.5 17.4 14.5 Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 21.5 7.1 13.5 17.4 14.5 LOS C A B B B Approach Delay 7.3 13.5 15.1 Approach LOS A B BQueue Length 50th (ft)1 5 43 69 130 Queue Length 95th (ft)6 28 72 m100 m164 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)426 886 1468 415 1676 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.00 0.19 0.38 0.57 0.49 Intersection Summary Area Type:OtherCycle Length: 60Actuated Cycle Length: 72.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.87Intersection Signal Delay: 13.9 Intersection LOS: B Intersection Capacity Utilization 51.5%ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA Existing PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 10 Lane Group Ø4 Ø5 Ø6 Ø12 Ø16 Minimum Split (s)25.0 12.0 25.0 25.0 25.0 Total Split (s)26.0 9.0 9.0 16.0 16.0 Total Split (%)43%15%15%27%27%Maximum Green (s)19.0 2.0 2.0 9.0 9.0 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0Recall Mode None None Max None NoneWalk Time (s)7.0 7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA Existing PM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 39 6 287 46 10 395 Future Vol, veh/h 39 6 287 46 10 395 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 42 7 312 50 11 429 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 763 312 0 0 312 0 Stage 1 312 ----- Stage 2 451 ----- 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 372 728 -- 1248 - Stage 1 742 ----- Stage 2 642 -----Platoon blocked, %--- Mov Cap-1 Maneuver 368 728 -- 1248 - Mov Cap-2 Maneuver 368 ----- Stage 1 742 ----- Stage 2 634 ----- Approach WB NB SB HCM Control Delay, s 15.3 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 368 728 1248 - HCM Lane V/C Ratio -- 0.115 0.009 0.009 - HCM Control Delay (s)-- 16.1 10 7.9 0HCM Lane LOS --C B A A HCM 95th %tile Q(veh)-- 0.4 0 0 - Carillon Mixed-Use TIA Existing PM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 37 11 1 22 9 0 Future Vol, veh/h 37 11 1 22 9 0 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 40 12 1 24 10 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 52 0 60 26 Stage 1 ---- 46 - Stage 2 ---- 14 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1552 - 940 1044 Stage 1 ---- 971 - Stage 2 ---- 1007 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1552 - 939 1044 Mov Cap-2 Maneuver ---- 939 - Stage 1 ---- 971 - Stage 2 ---- 1006 - Approach EB WB NB HCM Control Delay, s 0 0.3 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)939 -- 1552 - HCM Lane V/C Ratio 0.01 -- 0.001 - HCM Control Delay (s)8.9 -- 7.3 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0 --0 - Carillon Mixed-Use TIA Existing PM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 44 0 0 29 2 0 0 0 4 0 22 Future Vol, veh/h 20 44 0 0 29 2 0 0 0 4 0 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 48 0 0 32 2 0 0 0 4 0 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 34 0 0 48 0 0 107 125 24 100 124 17 Stage 1 ------ 91 91 - 33 33 - Stage 2 ------ 16 34 - 67 91 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1576 -- 1557 -- 861 765 1047 871 766 1058 Stage 1 ------ 906 819 - 979 867 - Stage 2 ------ 1001 866 - 936 819 -Platoon blocked, %---- Mov Cap-1 Maneuver 1576 -- 1557 -- 833 754 1047 862 755 1058 Mov Cap-2 Maneuver ------ 833 754 - 862 755 - Stage 1 ------ 893 808 - 965 867 - Stage 2 ------ 978 866 - 923 808 - Approach EB WB NB SB HCM Control Delay, s 2.3 0 0 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1576 -- 1557 -- 1022 HCM Lane V/C Ratio - 0.014 ----- 0.028 HCM Control Delay (s)0 7.3 --0 -- 8.6HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)-0 --0 -- 0.1 Carillon Mixed-Use TIA Existing PM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 Existing PM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 284 84 0 64 Future Vol, veh/h 0 0 284 84 0 64 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 309 91 0 70 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 154 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 735 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 735 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 10.4 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 735 HCM Lane V/C Ratio -- 0.095 HCM Control Delay (s)-- 10.4HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.3 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2021 Background Traffic Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 629 47 99 170 337 0 0 461 7 Future Volume (vph)0 0 0 629 47 99 170 337 0 0 461 7Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.968 0.998 Flt Protected 0.950 0.967 0.950 Satd. Flow (prot)0 0 0 1610 3173 0 1770 3539 0 0 5075 0Flt Permitted 0.950 0.967 0.434Satd. Flow (perm)0 0 0 1610 3173 0 808 3539 0 0 5075 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)31 2 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 684 51 108 185 366 0 0 501 8Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 342 501 0 185 366 0 0 509 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)53.0 53.0 17.0 50.0 Total Split (%)44.2% 44.2%14.2%41.7% Maximum Green (s)46.0 46.0 10.0 43.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)46.1 46.1 52.9 59.9 43.0 Actuated g/C Ratio 0.38 0.38 0.44 0.50 0.36v/c Ratio 0.55 0.41 0.42 0.21 0.28 Control Delay 33.1 26.4 17.4 13.6 27.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 33.1 26.4 17.4 13.6 27.9LOSCCBBC Approach Delay 29.1 14.9 27.9 Approach LOS C B C Queue Length 50th (ft)225 143 43 44 101Queue Length 95th (ft)331 194 m59 m59 131 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)618 1237 437 1728 1819 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.55 0.41 0.42 0.21 0.28 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 24.7 Intersection LOS: CIntersection Capacity Utilization 78.0%ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)29.0 38.0 53.0 Total Split (%)24%32%44% Maximum Green (s)22.0 31.0 46.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)20 986 158 0 0 0 0 415 628 340 815 0 Future Volume (vph)20 986 158 0 0 0 0 415 628 340 815 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.979 0.910 Flt Protected 0.950 0.950Satd. Flow (prot)1610 3319 0 0 0 0 0 4628 0 1770 3539 0 Flt Permitted 0.950 0.129 Satd. Flow (perm)1610 3319 0 0 0 0 0 4628 0 240 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)16 47Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)22 1072 172 0 0 0 0 451 683 370 886 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)20 1246 0 0 0 0 0 1134 0 370 886 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA D.P+P NA Protected Phases 18 18 6 5 5 6Permitted Phases 6 Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)53.0 53.0 38.0 29.0 Total Split (%)44.2% 44.2%31.7%24.2%Maximum Green (s)46.0 46.0 31.0 22.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)46.0 46.0 31.0 53.0 60.0Actuated g/C Ratio 0.38 0.38 0.26 0.44 0.50 v/c Ratio 0.03 0.97 1.51dr 0.96 0.50 Control Delay 23.4 55.5 54.5 83.1 25.3 Queue Delay 0.0 0.0 0.0 0.0 0.3Total Delay 23.4 55.5 54.5 83.1 25.6 LOS C E D F C Approach Delay 55.0 54.5 42.5 Approach LOS E D DQueue Length 50th (ft)10 510 302 256 233 Queue Length 95th (ft)28 #676 #390 #441 275 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)617 1282 1230 386 1769 Starvation Cap Reductn 0 0 0 0 351 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.03 0.97 0.92 0.96 0.62 Intersection Summary Area Type:OtherCycle Length: 120Actuated Cycle Length: 120 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97Intersection Signal Delay: 50.6 Intersection LOS: D Intersection Capacity Utilization 78.0%ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2021 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Minimum Split (s)12.0 25.0 25.0 Total Split (s)17.0 50.0 53.0 Total Split (%)14%42%44%Maximum Green (s)10.0 43.0 46.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0Recall Mode None Max NoneWalk Time (s)7.0 7.0 Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background - AM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 2.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 95 26 299 43 20 400 Future Vol, veh/h 95 26 299 43 20 400 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 103 28 325 47 22 435 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 803 325 0 0 325 0 Stage 1 325 ----- Stage 2 478 ----- 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 353 716 -- 1235 - Stage 1 732 ----- Stage 2 624 -----Platoon blocked, %--- Mov Cap-1 Maneuver 345 716 -- 1235 - Mov Cap-2 Maneuver 345 ----- Stage 1 732 ----- Stage 2 610 ----- Approach WB NB SB HCM Control Delay, s 17.7 0 0.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 345 716 1235 - HCM Lane V/C Ratio -- 0.299 0.039 0.018 - HCM Control Delay (s)-- 19.8 10.2 8 0HCM Lane LOS --C B A A HCM 95th %tile Q(veh)-- 1.2 0.1 0.1 - Carillon Mixed-Use TIA 2021 Background - AM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 56 20 0 25 20 1 Future Vol, veh/h 56 20 0 25 20 1 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 61 22 0 27 22 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 83 0 86 41 Stage 1 ---- 72 - Stage 2 ---- 14 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1512 - 906 1021 Stage 1 ---- 942 - Stage 2 ---- 1007 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1512 - 906 1021 Mov Cap-2 Maneuver ---- 906 - Stage 1 ---- 942 - Stage 2 ---- 1007 - Approach EB WB NB HCM Control Delay, s 0 0 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)911 -- 1512 - HCM Lane V/C Ratio 0.025 ---- HCM Control Delay (s)9.1 --0 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0.1 --0 - Carillon Mixed-Use TIA 2021 Background - AM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 56 0 0 58 1 0 0 0 2 0 56 Future Vol, veh/h 27 56 0 0 58 1 0 0 0 2 0 56 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 29 61 0 0 63 1 0 0 0 2 0 61 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 64 0 0 61 0 0 152 184 30 153 184 32 Stage 1 ------ 120 120 - 64 64 - Stage 2 ------ 32 64 - 89 120 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1536 -- 1540 -- 801 709 1038 799 709 1035 Stage 1 ------ 872 796 - 939 841 - Stage 2 ------ 980 841 - 908 796 -Platoon blocked, %---- Mov Cap-1 Maneuver 1536 -- 1540 -- 743 696 1038 787 696 1035 Mov Cap-2 Maneuver ------ 743 696 - 787 696 - Stage 1 ------ 856 781 - 921 841 - Stage 2 ------ 922 841 - 891 781 - Approach EB WB NB SB HCM Control Delay, s 2.4 0 0 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1536 -- 1540 -- 1024 HCM Lane V/C Ratio - 0.019 ----- 0.062 HCM Control Delay (s)0 7.4 --0 -- 8.7HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)- 0.1 --0 -- 0.2 Carillon Mixed-Use TIA 2021 Background - AM HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 341 38 13 482 Future Vol, veh/h 0 1 341 38 13 482 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 1 371 41 14 524 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 661 185 0 0 371 0 Stage 1 371 ----- Stage 2 290 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver 395 826 -- 1184 - Stage 1 668 ----- Stage 2 734 -----Platoon blocked, %--- Mov Cap-1 Maneuver 390 826 -- 1184 - Mov Cap-2 Maneuver 390 ----- Stage 1 668 ----- Stage 2 725 ----- Approach WB NB SB HCM Control Delay, s 9.4 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--- 826 1184 - HCM Lane V/C Ratio --- 0.001 0.012 - HCM Control Delay (s)--0 9.4 8.1 -HCM Lane LOS --A A A - HCM 95th %tile Q(veh)---0 0 - Carillon Mixed-Use TIA 2021 Background - AM HCM 2010 TWSC 9: SH 114 WBFR & Drive 4 Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 712 45 0 5 Future Vol, veh/h 0 0 712 45 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 774 49 0 5 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 387 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 522 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 522 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 12 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.01 HCM Control Delay (s)-- 12HCM Lane LOS --B HCM 95th %tile Q(veh)--0 Carillon Mixed-Use TIA 2021 Background - AM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 2021 Background - AM Synchro 9 Report JMH Page 6 Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 305 29 0 105 Future Vol, veh/h 0 0 305 29 0 105 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 332 32 0 114 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 166 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 722 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 722 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 10.9 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 722 HCM Lane V/C Ratio -- 0.158 HCM Control Delay (s)-- 10.9HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.6 Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 951 203 212 167 205 0 0 519 11 Future Volume (vph)0 0 0 951 203 212 167 205 0 0 519 11Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.964 0.997 Flt Protected 0.950 0.974 0.950 Satd. Flow (prot)0 0 0 1610 3183 0 1770 3539 0 0 5070 0Flt Permitted 0.950 0.974 0.363Satd. Flow (perm)0 0 0 1610 3183 0 676 3539 0 0 5070 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)42 2 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 1034 221 230 182 223 0 0 564 12Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 517 968 0 182 223 0 0 576 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)62.0 62.0 22.0 36.0 Total Split (%)51.7% 51.7%18.3%30.0% Maximum Green (s)55.0 55.0 15.0 29.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)51.0 51.0 41.4 48.4 29.1 Actuated g/C Ratio 0.45 0.45 0.37 0.43 0.26v/c Ratio 0.72 0.67 0.50 0.15 0.44 Control Delay 32.3 26.3 48.4 41.6 37.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 32.3 26.3 48.4 41.6 37.2LOSCCDDD Approach Delay 28.4 44.7 37.2 Approach LOS C D D Queue Length 50th (ft)328 285 126 80 125Queue Length 95th (ft)491 375 212 129 178 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)782 1568 407 1459 1300 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.66 0.62 0.45 0.15 0.44 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 113.4Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 33.1 Intersection LOS: CIntersection Capacity Utilization 72.6%ICU Level of Service C Analysis Period (min) 15 Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)25.0 25.0 25.0 Total Split (s)51.0 44.0 25.0 Total Split (%)43%37%21% Maximum Green (s)44.0 37.0 18.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode Max Max None Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)4 64 165 0 0 0 0 417 448 357 1022 0 Future Volume (vph)4 64 165 0 0 0 0 417 448 357 1022 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.892 0.922 Flt Protected 0.950 0.950Satd. Flow (prot)1610 3024 0 0 0 0 0 4689 0 1770 3539 0 Flt Permitted 0.950 0.205 Satd. Flow (perm)1610 3024 0 0 0 0 0 4689 0 382 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)149 235Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)4 70 179 0 0 0 0 453 487 388 1111 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)4 249 0 0 0 0 0 940 0 388 1111 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA D.P+P NA Protected Phases 18 18 6 5 5 6Permitted Phases 6 Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 25.0 Total Split (s)25.0 25.0 44.0 51.0 Total Split (%)20.8% 20.8%36.7%42.5%Maximum Green (s)18.0 18.0 37.0 44.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max MaxWalk Time (s)7.0 7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)11.2 11.2 37.1 81.2 88.2Actuated g/C Ratio 0.10 0.10 0.33 0.72 0.78 v/c Ratio 0.03 0.58 0.56 0.48 0.40 Control Delay 44.5 24.9 24.9 16.1 5.3 Queue Delay 0.0 0.0 0.0 0.2 0.1Total Delay 44.5 24.9 24.9 16.3 5.4 LOS D C C B A Approach Delay 25.2 24.9 8.3 Approach LOS C C AQueue Length 50th (ft)3 37 148 127 82 Queue Length 95th (ft)15 80 215 215 192 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)256 606 1691 813 2752 Starvation Cap Reductn 0 0 0 67 588 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.02 0.41 0.56 0.52 0.51 Intersection Summary Area Type:OtherCycle Length: 120Actuated Cycle Length: 113.4 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72Intersection Signal Delay: 15.7 Intersection LOS: B Intersection Capacity Utilization 72.6%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2021 Background - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 9 Lane Group Ø1 Ø2 Ø14 Minimum Split (s)12.0 25.0 25.0 Total Split (s)22.0 36.0 62.0 Total Split (%)18%30%52%Maximum Green (s)15.0 29.0 55.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0Recall Mode None Max NoneWalk Time (s)7.0 7.0 Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background - PM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 46 13 369 55 13 485 Future Vol, veh/h 46 13 369 55 13 485 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 50 14 401 60 14 527 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 956 401 0 0 401 0 Stage 1 401 ----- Stage 2 555 ----- 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 286 649 -- 1158 - Stage 1 676 ----- Stage 2 575 -----Platoon blocked, %--- Mov Cap-1 Maneuver 281 649 -- 1158 - Mov Cap-2 Maneuver 281 ----- Stage 1 676 ----- Stage 2 565 ----- Approach WB NB SB HCM Control Delay, s 18.4 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 281 649 1158 - HCM Lane V/C Ratio -- 0.178 0.022 0.012 - HCM Control Delay (s)-- 20.6 10.7 8.1 0HCM Lane LOS --C B A A HCM 95th %tile Q(veh)-- 0.6 0.1 0 - Carillon Mixed-Use TIA 2021 Background - PM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 45 13 1 32 11 0 Future Vol, veh/h 45 13 1 32 11 0 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 49 14 1 35 12 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 63 0 76 32 Stage 1 ---- 56 - Stage 2 ---- 20 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1538 - 919 1035 Stage 1 ---- 960 - Stage 2 ---- 1000 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1538 - 918 1035 Mov Cap-2 Maneuver ---- 918 - Stage 1 ---- 960 - Stage 2 ---- 999 - Approach EB WB NB HCM Control Delay, s 0 0.2 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)918 -- 1538 - HCM Lane V/C Ratio 0.013 -- 0.001 - HCM Control Delay (s)9 -- 7.3 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0 --0 - Carillon Mixed-Use TIA 2021 Background - PM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 53 0 0 41 2 0 0 0 5 0 26 Future Vol, veh/h 24 53 0 0 41 2 0 0 0 5 0 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 58 0 0 45 2 0 0 0 5 0 28 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 47 0 0 58 0 0 132 157 29 127 156 23 Stage 1 ------ 110 110 - 46 46 - Stage 2 ------ 22 47 - 81 110 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1559 -- 1544 -- 827 734 1039 834 735 1048 Stage 1 ------ 883 803 - 962 856 - Stage 2 ------ 993 855 - 918 803 -Platoon blocked, %---- Mov Cap-1 Maneuver 1559 -- 1544 -- 794 722 1039 823 723 1048 Mov Cap-2 Maneuver ------ 794 722 - 823 723 - Stage 1 ------ 868 790 - 946 856 - Stage 2 ------ 966 855 - 903 790 - Approach EB WB NB SB HCM Control Delay, s 2.3 0 0 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1559 -- 1544 -- 1004 HCM Lane V/C Ratio - 0.017 ----- 0.034 HCM Control Delay (s)0 7.3 --0 -- 8.7HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)- 0.1 --0 -- 0.1 Carillon Mixed-Use TIA 2021 Background - PM HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 6 424 7 2 530 Future Vol, veh/h 0 6 424 7 2 530 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 7 461 8 2 576 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 753 230 0 0 461 0 Stage 1 461 ----- Stage 2 292 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver 346 772 -- 1096 - Stage 1 601 ----- Stage 2 732 -----Platoon blocked, %--- Mov Cap-1 Maneuver 345 772 -- 1096 - Mov Cap-2 Maneuver 345 ----- Stage 1 601 ----- Stage 2 731 ----- Approach WB NB SB HCM Control Delay, s 9.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--- 772 1096 - HCM Lane V/C Ratio --- 0.008 0.002 - HCM Control Delay (s)--0 9.7 8.3 -HCM Lane LOS --A A A - HCM 95th %tile Q(veh)---0 0 - Carillon Mixed-Use TIA 2021 Background - PM HCM 2010 TWSC 9: SH 114 WBFR & Drive 4 Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 5 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 712 8 0 31 Future Vol, veh/h 0 0 712 8 0 31 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 774 9 0 34 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 387 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 522 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 522 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 12.4 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.065 HCM Control Delay (s)-- 12.4HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.2 Carillon Mixed-Use TIA 2021 Background - PM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 2021 Background - PM Synchro 9 Report JMH Page 6 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 345 100 0 94 Future Vol, veh/h 0 0 345 100 0 94 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 375 109 0 102 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 188 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 699 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 699 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 11 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 699 HCM Lane V/C Ratio -- 0.146 HCM Control Delay (s)-- 11HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.5 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2021 Background Plus Site Traffic Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 638 64 212 170 518 0 0 539 16 Future Volume (vph)0 0 0 638 64 212 170 518 0 0 539 16Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.947 0.996 Flt Protected 0.950 0.974 0.950 Satd. Flow (prot)0 0 0 1610 3127 0 1770 3539 0 0 5065 0Flt Permitted 0.950 0.974 0.377Satd. Flow (perm)0 0 0 1610 3127 0 702 3539 0 0 5065 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)90 4 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 693 70 230 185 563 0 0 586 17Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 346 647 0 185 563 0 0 603 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)53.0 53.0 17.0 50.0 Total Split (%)44.2% 44.2%14.2%41.7% Maximum Green (s)46.0 46.0 10.0 43.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)46.0 46.0 53.0 60.0 43.0 Actuated g/C Ratio 0.38 0.38 0.44 0.50 0.36v/c Ratio 0.56 0.52 0.46 0.32 0.33 Control Delay 33.4 25.9 20.7 16.0 28.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 33.4 25.9 20.7 16.0 28.5LOSCCCBC Approach Delay 28.5 17.2 28.5 Approach LOS C B C Queue Length 50th (ft)228 179 54 87 122Queue Length 95th (ft)337 239 m59 m91 156 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)617 1254 399 1769 1817 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.56 0.52 0.46 0.32 0.33 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 24.9 Intersection LOS: CIntersection Capacity Utilization 86.1%ICU Level of Service E Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)28.0 39.0 53.0 Total Split (%)23%33%44% Maximum Green (s)21.0 32.0 46.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)65 986 158 0 0 0 0 551 628 383 858 0 Future Volume (vph)65 986 158 0 0 0 0 551 628 383 858 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.979 0.920 Flt Protected 0.950 0.950Satd. Flow (prot)1610 3319 0 0 0 0 0 4678 0 1770 3539 0 Flt Permitted 0.950 0.125 Satd. Flow (perm)1610 3319 0 0 0 0 0 4678 0 233 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)16 37Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)71 1072 172 0 0 0 0 599 683 416 933 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)64 1251 0 0 0 0 0 1282 0 416 933 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA D.P+P NA Protected Phases 18 18 6 5 5 6Permitted Phases 6 Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)53.0 53.0 39.0 28.0 Total Split (%)44.2% 44.2%32.5%23.3%Maximum Green (s)46.0 46.0 32.0 21.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)46.0 46.0 32.0 53.0 60.0Actuated g/C Ratio 0.38 0.38 0.27 0.44 0.50 v/c Ratio 0.10 0.98 1.50dr 1.12 0.53 Control Delay 24.5 56.3 69.5 127.1 23.4 Queue Delay 0.0 0.0 0.0 0.0 0.3Total Delay 24.5 56.3 69.5 127.1 23.7 LOS C E E F C Approach Delay 54.8 69.5 55.6 Approach LOS D E EQueue Length 50th (ft)35 513 ~360 ~332 230 Queue Length 95th (ft)68 #681 #470 #539 270 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)617 1282 1274 371 1769 Starvation Cap Reductn 0 0 0 0 280 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.10 0.98 1.01 1.12 0.63 Intersection Summary Area Type:OtherCycle Length: 120Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.12Intersection Signal Delay: 59.8 Intersection LOS: E Intersection Capacity Utilization 86.1%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Minimum Split (s)12.0 25.0 25.0 Total Split (s)17.0 50.0 53.0 Total Split (%)14%42%44%Maximum Green (s)10.0 43.0 46.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0Recall Mode None Max NoneWalk Time (s)7.0 7.0 Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 4.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 138 35 325 74 43 445 Future Vol, veh/h 138 35 325 74 43 445 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 150 38 353 80 47 484 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 930 353 0 0 353 0 Stage 1 353 ----- Stage 2 577 ----- 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 297 691 -- 1206 - Stage 1 711 ----- Stage 2 562 -----Platoon blocked, %--- Mov Cap-1 Maneuver 281 691 -- 1206 - Mov Cap-2 Maneuver 281 ----- Stage 1 711 ----- Stage 2 532 ----- Approach WB NB SB HCM Control Delay, s 27.3 0 0.7 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 281 691 1206 - HCM Lane V/C Ratio -- 0.534 0.055 0.039 - HCM Control Delay (s)-- 31.6 10.5 8.1 0HCM Lane LOS --D B A A HCM 95th %tile Q(veh)-- 2.9 0.2 0.1 - Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 73 20 0 48 20 1 Future Vol, veh/h 73 20 0 48 20 1 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 79 22 0 52 22 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 101 0 116 51 Stage 1 ---- 90 - Stage 2 ---- 26 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1489 - 868 1006 Stage 1 ---- 923 - Stage 2 ---- 993 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1489 - 868 1006 Mov Cap-2 Maneuver ---- 868 - Stage 1 ---- 923 - Stage 2 ---- 993 - Approach EB WB NB HCM Control Delay, s 0 0 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)874 -- 1489 - HCM Lane V/C Ratio 0.026 ---- HCM Control Delay (s)9.2 --0 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0.1 --0 - Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 65 45 23 58 1 52 0 9 2 0 56 Future Vol, veh/h 27 65 45 23 58 1 52 0 9 2 0 56 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 29 71 49 25 63 1 57 0 10 2 0 61 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 64 0 0 71 0 0 211 243 35 208 243 32 Stage 1 ------ 129 129 - 114 114 - Stage 2 ------ 82 114 - 94 129 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1536 -- 1527 -- 728 658 1030 731 658 1035 Stage 1 ------ 861 788 - 879 800 - Stage 2 ------ 917 800 - 902 788 -Platoon blocked, %---- Mov Cap-1 Maneuver 1536 -- 1527 -- 667 635 1030 704 635 1035 Mov Cap-2 Maneuver ------ 667 635 - 704 635 - Stage 1 ------ 845 773 - 862 786 - Stage 2 ------ 848 786 - 877 773 - Approach EB WB NB SB HCM Control Delay, s 1.5 2.1 10.6 8.8 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)704 1536 -- 1527 -- 1018 HCM Lane V/C Ratio 0.094 0.019 -- 0.016 -- 0.062 HCM Control Delay (s)10.6 7.4 -- 7.4 0 - 8.8HCM Lane LOS B A --A A -A HCM 95th %tile Q(veh)0.3 0.1 -- 0.1 -- 0.2 Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM HCM 2010 TWSC 7: White Chapel & Drive 2 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 17 381 90 0 583 Future Vol, veh/h 0 17 381 90 0 583 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 150 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 18 414 98 0 634 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 207 0 0 -- Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 799 --0 - Stage 1 0 ---0 - Stage 2 0 ---0 -Platoon blocked, %--- Mov Cap-1 Maneuver - 799 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 9.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)-- 799 - HCM Lane V/C Ratio -- 0.023 - HCM Control Delay (s)-- 9.6 -HCM Lane LOS --A - HCM 95th %tile Q(veh)-- 0.1 - Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 5 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 43 18 454 219 58 525 Future Vol, veh/h 43 18 454 219 58 525 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 47 20 493 238 63 571 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 904 247 0 0 493 0 Stage 1 493 ----- Stage 2 411 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver 277 753 -- 1067 - Stage 1 579 ----- Stage 2 638 -----Platoon blocked, %--- Mov Cap-1 Maneuver 261 753 -- 1067 - Mov Cap-2 Maneuver 261 ----- Stage 1 579 ----- Stage 2 600 ----- Approach WB NB SB HCM Control Delay, s 18.3 0 0.9 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 261 753 1067 - HCM Lane V/C Ratio -- 0.179 0.026 0.059 - HCM Control Delay (s)-- 21.8 9.9 8.6 -HCM Lane LOS --C A A - HCM 95th %tile Q(veh)-- 0.6 0.1 0.2 - Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM HCM 2010 TWSC 9: SH 114 WBFR & Drive 4 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 6 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 712 113 0 48 Future Vol, veh/h 0 0 712 113 0 48 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 774 123 0 52 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 387 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 522 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 522 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 12.7 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.1 HCM Control Delay (s)-- 12.7HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.3 Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM Synchro 9 Report JMH Page 7 Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 328 52 0 114 Future Vol, veh/h 0 0 328 52 0 114 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 357 57 0 124 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 178 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 710 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 710 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 11.1 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 710 HCM Lane V/C Ratio -- 0.175 HCM Control Delay (s)-- 11.1HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.6 Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 992 284 410 167 522 0 0 885 52 Future Volume (vph)0 0 0 992 284 410 167 522 0 0 885 52Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.945 0.992 Flt Protected 0.950 0.982 0.950 Satd. Flow (prot)0 0 0 1610 3146 0 1770 3539 0 0 5045 0Flt Permitted 0.950 0.982 0.137Satd. Flow (perm)0 0 0 1610 3146 0 255 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)113 7 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 1078 309 446 182 567 0 0 962 57Shared Lane Traffic (%)42% Lane Group Flow (vph)0 0 0 625 1208 0 182 567 0 0 1019 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)62.0 62.0 22.0 36.0 Total Split (%)51.7% 51.7%18.3%30.0% Maximum Green (s)55.0 55.0 15.0 29.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)51.3 51.3 43.6 50.6 29.1 Actuated g/C Ratio 0.44 0.44 0.38 0.44 0.25v/c Ratio 0.88 0.83 0.64 0.37 0.80 Control Delay 44.6 31.5 53.7 47.9 46.8 Queue Delay 0.3 0.1 0.0 0.0 0.1 Total Delay 44.9 31.6 53.7 47.9 46.9LOSDCDDD Approach Delay 36.1 49.3 46.9 Approach LOS D D D Queue Length 50th (ft)460 396 145 240 273Queue Length 95th (ft)#701 496 m202 301 329 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)766 1557 293 1514 1271 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 12 28 0 0 10 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.83 0.79 0.62 0.37 0.81 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 116Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 41.9 Intersection LOS: DIntersection Capacity Utilization 91.7%ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 4 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)51.0 44.0 25.0 Total Split (%)43%37%21% Maximum Green (s)44.0 37.0 18.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 5 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)83 64 165 0 0 0 0 655 448 561 1226 0 Future Volume (vph)83 64 165 0 0 0 0 655 448 561 1226 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.896 0.939 Flt Protected 0.950 0.998 0.950Satd. Flow (prot)1610 3032 0 0 0 0 0 4775 0 1770 3539 0 Flt Permitted 0.950 0.998 0.112 Satd. Flow (perm)1610 3032 0 0 0 0 0 4775 0 209 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)98 149Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)90 70 179 0 0 0 0 712 487 610 1333 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)81 258 0 0 0 0 0 1199 0 610 1333 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA D.P+P NA Protected Phases 18 18 6 5 5 6Permitted Phases 6 Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)25.0 25.0 44.0 51.0 Total Split (%)20.8% 20.8%36.7%42.5%Maximum Green (s)18.0 18.0 37.0 44.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)15.9 15.9 37.2 79.0 86.0Actuated g/C Ratio 0.14 0.14 0.32 0.68 0.74 v/c Ratio 0.37 0.51 0.74 0.87 0.51 Control Delay 51.1 32.5 34.3 41.8 6.9 Queue Delay 0.0 0.0 0.0 1.0 0.3Total Delay 51.1 32.5 34.3 42.8 7.2 LOS D C C D A Approach Delay 36.9 34.3 18.4 Approach LOS D C BQueue Length 50th (ft)62 62 271 316 158 Queue Length 95th (ft)117 107 328 m#561 205 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)250 555 1630 739 2624 Starvation Cap Reductn 0 0 0 29 614 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.32 0.46 0.74 0.86 0.66 Intersection Summary Area Type:OtherCycle Length: 120Actuated Cycle Length: 116 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88Intersection Signal Delay: 25.7 Intersection LOS: C Intersection Capacity Utilization 91.7%ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Minimum Split (s)12.0 25.0 25.0 Total Split (s)22.0 36.0 62.0 Total Split (%)18%30%52%Maximum Green (s)15.0 29.0 55.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0Recall Mode None Max NoneWalk Time (s)7.0 7.0 Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 54.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 250 54 491 135 53 564 Future Vol, veh/h 250 54 491 135 53 564 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 272 59 534 147 58 613 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1262 534 0 0 534 0 Stage 1 534 ----- Stage 2 728 ----- 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 ~ 188 546 -- 1034 - Stage 1 588 ----- Stage 2 478 -----Platoon blocked, %--- Mov Cap-1 Maneuver ~ 172 546 -- 1034 - Mov Cap-2 Maneuver ~ 172 ----- Stage 1 588 ----- Stage 2 437 ----- Approach WB NB SB HCM Control Delay, s 277.7 0 0.7 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 172 546 1034 - HCM Lane V/C Ratio -- 1.58 0.108 0.056 - HCM Control Delay (s)-- $ 335 12.4 8.7 0HCM Lane LOS --F B A A HCM 95th %tile Q(veh)-- 18.1 0.4 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 126 13 1 72 11 0 Future Vol, veh/h 126 13 1 72 11 0 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 137 14 1 78 12 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 151 0 185 76 Stage 1 ---- 144 - Stage 2 ---- 41 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1428 - 787 970 Stage 1 ---- 868 - Stage 2 ---- 976 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1428 - 786 970 Mov Cap-2 Maneuver ---- 786 - Stage 1 ---- 868 - Stage 2 ---- 975 - Approach EB WB NB HCM Control Delay, s 0 0.1 9.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)786 -- 1428 - HCM Lane V/C Ratio 0.015 -- 0.001 - HCM Control Delay (s)9.7 -- 7.5 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0 --0 - Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 8.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 94 79 40 41 2 244 0 41 5 0 26 Future Vol, veh/h 24 94 79 40 41 2 244 0 41 5 0 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 102 86 43 45 2 265 0 45 5 0 28 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 47 0 0 102 0 0 263 288 51 236 287 23 Stage 1 ------ 154 154 - 133 133 - Stage 2 ------ 109 134 - 103 154 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1559 -- 1488 -- 669 621 1006 699 621 1048 Stage 1 ------ 833 769 - 857 785 - Stage 2 ------ 885 785 - 892 769 -Platoon blocked, %---- Mov Cap-1 Maneuver 1559 -- 1488 -- 628 592 1006 644 592 1048 Mov Cap-2 Maneuver ------ 628 592 - 644 592 - Stage 1 ------ 819 756 - 843 761 - Stage 2 ------ 835 761 - 838 756 - Approach EB WB NB SB HCM Control Delay, s 0.9 3.6 15.1 8.9 HCM LOS C A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)664 1559 -- 1488 -- 952 HCM Lane V/C Ratio 0.467 0.017 -- 0.029 -- 0.035 HCM Control Delay (s)15.1 7.3 -- 7.5 0 - 8.9HCM Lane LOS C A --A A -A HCM 95th %tile Q(veh)2.5 0.1 -- 0.1 -- 0.1 Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM HCM 2010 TWSC 7: White Chapel & Drive 2 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 81 545 159 0 815 Future Vol, veh/h 0 81 545 159 0 815 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 150 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 88 592 173 0 886 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 296 0 0 -- Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 700 --0 - Stage 1 0 ---0 - Stage 2 0 ---0 -Platoon blocked, %--- Mov Cap-1 Maneuver - 700 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 10.9 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)-- 700 - HCM Lane V/C Ratio -- 0.126 - HCM Control Delay (s)-- 10.9 -HCM Lane LOS --B - HCM 95th %tile Q(veh)-- 0.4 - Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 5 Intersection Int Delay, s/veh 31.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 204 87 622 324 81 734 Future Vol, veh/h 204 87 622 324 81 734 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 222 95 676 352 88 798 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1251 338 0 0 676 0 Stage 1 676 ----- Stage 2 575 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver ~ 165 658 -- 911 - Stage 1 467 ----- Stage 2 526 -----Platoon blocked, %--- Mov Cap-1 Maneuver ~ 149 658 -- 911 - Mov Cap-2 Maneuver ~ 149 ----- Stage 1 467 ----- Stage 2 475 ----- Approach WB NB SB HCM Control Delay, s 218.7 0 0.9 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 149 658 911 - HCM Lane V/C Ratio -- 1.488 0.144 0.097 - HCM Control Delay (s)--$ 307.1 11.4 9.4 -HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 14.7 0.5 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM HCM 2010 TWSC 9: SH 114 WBFR & Drive 4 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 6 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 712 127 0 235 Future Vol, veh/h 0 0 712 127 0 235 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 774 138 0 255 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 387 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 522 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 522 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 18.3 HCM LOS C Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.489 HCM Control Delay (s)-- 18.3HCM Lane LOS --C HCM 95th %tile Q(veh)-- 2.7 Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM Synchro 9 Report JMH Page 7 Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 385 140 0 135 Future Vol, veh/h 0 0 385 140 0 135 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 418 152 0 147 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 209 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 678 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 678 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 11.8 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 678 HCM Lane V/C Ratio -- 0.216 HCM Control Delay (s)-- 11.8HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.8 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2026 Background Traffic Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 671 51 107 183 357 0 0 500 8 Future Volume (vph)0 0 0 671 51 107 183 357 0 0 500 8Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.968 0.998 Flt Protected 0.950 0.967 0.950 Satd. Flow (prot)0 0 0 1610 3173 0 1770 3539 0 0 5075 0Flt Permitted 0.950 0.967 0.411Satd. Flow (perm)0 0 0 1610 3173 0 766 3539 0 0 5075 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)29 2 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 729 55 116 199 388 0 0 543 9Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 364 536 0 199 388 0 0 552 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)47.0 47.0 21.0 52.0 Total Split (%)39.2% 39.2%17.5%43.3% Maximum Green (s)40.0 40.0 14.0 45.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)41.5 41.5 57.5 64.5 45.0 Actuated g/C Ratio 0.35 0.35 0.48 0.54 0.38v/c Ratio 0.65 0.48 0.42 0.20 0.29 Control Delay 40.3 31.1 10.6 6.4 26.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 40.3 31.1 10.6 6.4 26.7LOSDCBAC Approach Delay 34.8 7.8 26.7 Approach LOS C A C Queue Length 50th (ft)263 170 21 21 108Queue Length 95th (ft)389 229 m34 m34 139 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)556 1115 493 1822 1904 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.65 0.48 0.40 0.21 0.29 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.10 Intersection Signal Delay: 24.8 Intersection LOS: CIntersection Capacity Utilization 83.3%ICU Level of Service E Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)27.0 41.0 52.0 Total Split (%)23%34%43% Maximum Green (s)20.0 34.0 45.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)21 1069 171 0 0 0 0 447 675 361 876 0 Future Volume (vph)21 1069 171 0 0 0 0 447 675 361 876 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.979 0.910 Flt Protected 0.950 0.950Satd. Flow (prot)1610 3319 0 0 0 0 0 4628 0 1770 3539 0 Flt Permitted 0.950 0.118 Satd. Flow (perm)1610 3319 0 0 0 0 0 4628 0 220 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)16 33Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)23 1162 186 0 0 0 0 486 734 392 952 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)21 1350 0 0 0 0 0 1220 0 392 952 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA D.P+P NA Protected Phases 18 18 6 5 5 6Permitted Phases 6 Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)52.0 52.0 41.0 27.0 Total Split (%)43.3% 43.3%34.2%22.5%Maximum Green (s)45.0 45.0 34.0 20.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)45.0 45.0 34.0 54.0 61.0Actuated g/C Ratio 0.38 0.38 0.28 0.45 0.51 v/c Ratio 0.03 1.08 1.53dr 1.10 0.53 Control Delay 24.1 84.7 51.9 116.3 24.1 Queue Delay 0.0 0.0 0.0 0.0 0.4Total Delay 24.1 84.7 51.9 116.3 24.5 LOS C F D F C Approach Delay 83.8 51.9 51.3 Approach LOS F D DQueue Length 50th (ft)10 ~636 327 ~304 255 Queue Length 95th (ft)30 #783 #415 #503 300 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)603 1254 1334 357 1798 Starvation Cap Reductn 0 0 0 0 345 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.03 1.08 0.91 1.10 0.66 Intersection Summary Area Type:OtherCycle Length: 120Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.10Intersection Signal Delay: 62.8 Intersection LOS: E Intersection Capacity Utilization 83.3%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2026 Background - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Minimum Split (s)12.0 25.0 25.0 Total Split (s)21.0 52.0 47.0 Total Split (%)18%43%39%Maximum Green (s)14.0 45.0 40.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0Recall Mode None Max NoneWalk Time (s)7.0 7.0 Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background - AM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 104 28 324 47 22 433 Future Vol, veh/h 104 28 324 47 22 433 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 113 30 352 51 24 471 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 870 352 0 0 352 0 Stage 1 352 ----- Stage 2 518 ----- 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 322 692 -- 1207 - Stage 1 712 ----- Stage 2 598 -----Platoon blocked, %--- Mov Cap-1 Maneuver 313 692 -- 1207 - Mov Cap-2 Maneuver 313 ----- Stage 1 712 ----- Stage 2 582 ----- Approach WB NB SB HCM Control Delay, s 20.2 0 0.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 313 692 1207 - HCM Lane V/C Ratio -- 0.361 0.044 0.02 - HCM Control Delay (s)-- 22.9 10.4 8 0HCM Lane LOS --C B A A HCM 95th %tile Q(veh)-- 1.6 0.1 0.1 - Carillon Mixed-Use TIA 2026 Background - AM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 60 22 0 27 22 1 Future Vol, veh/h 60 22 0 27 22 1 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 65 24 0 29 24 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 89 0 92 45 Stage 1 ---- 77 - Stage 2 ---- 15 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1504 - 898 1015 Stage 1 ---- 937 - Stage 2 ---- 1005 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1504 - 898 1015 Mov Cap-2 Maneuver ---- 898 - Stage 1 ---- 937 - Stage 2 ---- 1005 - Approach EB WB NB HCM Control Delay, s 0 0 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)903 -- 1504 - HCM Lane V/C Ratio 0.028 ---- HCM Control Delay (s)9.1 --0 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0.1 --0 - Carillon Mixed-Use TIA 2026 Background - AM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 60 0 0 63 1 0 0 0 3 0 61 Future Vol, veh/h 30 60 0 0 63 1 0 0 0 3 0 61 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 65 0 0 68 1 0 0 0 3 0 66 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 70 0 0 65 0 0 164 200 33 167 199 35 Stage 1 ------ 130 130 - 69 69 - Stage 2 ------ 34 70 - 98 130 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1529 -- 1535 -- 785 695 1033 781 696 1030 Stage 1 ------ 860 788 - 933 837 - Stage 2 ------ 978 836 - 898 788 -Platoon blocked, %---- Mov Cap-1 Maneuver 1529 -- 1535 -- 722 680 1033 768 681 1030 Mov Cap-2 Maneuver ------ 722 680 - 768 681 - Stage 1 ------ 841 771 - 913 837 - Stage 2 ------ 915 836 - 879 771 - Approach EB WB NB SB HCM Control Delay, s 2.5 0 0 8.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1529 -- 1535 -- 1014 HCM Lane V/C Ratio - 0.021 ----- 0.069 HCM Control Delay (s)0 7.4 --0 -- 8.8HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)- 0.1 --0 -- 0.2 Carillon Mixed-Use TIA 2026 Background - AM HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 371 38 13 524 Future Vol, veh/h 0 1 371 38 13 524 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 1 403 41 14 570 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 716 202 0 0 403 0 Stage 1 403 ----- Stage 2 313 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver 365 805 -- 1152 - Stage 1 644 ----- Stage 2 715 -----Platoon blocked, %--- Mov Cap-1 Maneuver 361 805 -- 1152 - Mov Cap-2 Maneuver 361 ----- Stage 1 644 ----- Stage 2 706 ----- Approach WB NB SB HCM Control Delay, s 9.5 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--- 805 1152 - HCM Lane V/C Ratio --- 0.001 0.012 - HCM Control Delay (s)--0 9.5 8.2 -HCM Lane LOS --A A A - HCM 95th %tile Q(veh)---0 0 - Carillon Mixed-Use TIA 2026 Background - AM HCM 2010 TWSC 9: SH 114 WBFR & Drive 4 Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 712 45 0 5 Future Vol, veh/h 0 0 712 45 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 774 49 0 5 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 387 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 522 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 522 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 12 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.01 HCM Control Delay (s)-- 12HCM Lane LOS --B HCM 95th %tile Q(veh)--0 Carillon Mixed-Use TIA 2026 Background - AM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM Synchro 9 Report JMH Page 6 Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 329 31 0 114 Future Vol, veh/h 0 0 329 31 0 114 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 358 34 0 124 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 179 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 709 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 709 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 11.2 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 709 HCM Lane V/C Ratio -- 0.175 HCM Control Delay (s)-- 11.2HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.6 Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 1013 219 230 181 221 0 0 563 12 Future Volume (vph)0 0 0 1013 219 230 181 221 0 0 563 12Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.964 0.997 Flt Protected 0.950 0.974 0.950 Satd. Flow (prot)0 0 0 1610 3183 0 1770 3539 0 0 5070 0Flt Permitted 0.950 0.974 0.318Satd. Flow (perm)0 0 0 1610 3183 0 592 3539 0 0 5070 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)46 2 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 1101 238 250 197 240 0 0 612 13Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 550 1039 0 197 240 0 0 625 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)66.0 66.0 23.0 31.0 Total Split (%)55.0% 55.0%19.2%25.8% Maximum Green (s)59.0 59.0 16.0 24.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)49.4 49.4 37.3 44.3 24.2 Actuated g/C Ratio 0.46 0.46 0.35 0.41 0.22v/c Ratio 0.75 0.70 0.57 0.17 0.55 Control Delay 31.4 25.1 52.8 42.8 40.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 31.4 25.1 52.8 42.8 40.4LOSCCDDD Approach Delay 27.3 47.3 40.4 Approach LOS C D D Queue Length 50th (ft)336 294 127 78 140Queue Length 95th (ft)501 385 227 137 205 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)888 1776 397 1405 1139 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.62 0.59 0.50 0.17 0.55 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 107.9Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 33.7 Intersection LOS: CIntersection Capacity Utilization 76.5%ICU Level of Service D Analysis Period (min) 15 Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)40.0 55.0 25.0 Total Split (%)33%46%21% Maximum Green (s)33.0 48.0 18.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)5 66 178 0 0 0 0 447 472 379 1101 0 Future Volume (vph)5 66 178 0 0 0 0 447 472 379 1101 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.891 0.923 Flt Protected 0.950 0.950Satd. Flow (prot)1610 3021 0 0 0 0 0 4694 0 1770 3539 0 Flt Permitted 0.950 0.228 Satd. Flow (perm)1610 3021 0 0 0 0 0 4694 0 425 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)127 264Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)5 72 193 0 0 0 0 486 513 412 1197 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)4 266 0 0 0 0 0 999 0 412 1197 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA D.P+P NA Protected Phases 18 18 6 5 5 6Permitted Phases 6 Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)25.0 25.0 55.0 40.0 Total Split (%)20.8% 20.8%45.8%33.3%Maximum Green (s)18.0 18.0 48.0 33.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)11.4 11.4 48.4 75.3 82.4Actuated g/C Ratio 0.11 0.11 0.45 0.70 0.76 v/c Ratio 0.02 0.61 0.44 0.65 0.44 Control Delay 44.5 30.4 16.4 30.5 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.1Total Delay 44.5 30.4 16.4 30.6 5.4 LOS D C B C A Approach Delay 30.7 16.4 11.8 Approach LOS C B BQueue Length 50th (ft)3 50 122 166 104 Queue Length 95th (ft)15 98 193 289 183 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)270 614 2252 727 2687 Starvation Cap Reductn 0 0 0 8 516 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.01 0.43 0.44 0.57 0.55 Intersection Summary Area Type:OtherCycle Length: 120Actuated Cycle Length: 107.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75Intersection Signal Delay: 15.2 Intersection LOS: B Intersection Capacity Utilization 76.5%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2026 Background - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 9 Lane Group Ø1 Ø2 Ø14 Minimum Split (s)12.0 25.0 25.0 Total Split (s)23.0 31.0 66.0 Total Split (%)19%26%55%Maximum Green (s)16.0 24.0 59.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0Recall Mode None Max NoneWalk Time (s)7.0 7.0 Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background - PM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 51 14 399 60 14 527 Future Vol, veh/h 51 14 399 60 14 527 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 55 15 434 65 15 573 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1037 434 0 0 434 0 Stage 1 434 ----- Stage 2 603 ----- 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 256 622 -- 1126 - Stage 1 653 ----- Stage 2 546 -----Platoon blocked, %--- Mov Cap-1 Maneuver 251 622 -- 1126 - Mov Cap-2 Maneuver 251 ----- Stage 1 653 ----- Stage 2 535 ----- Approach WB NB SB HCM Control Delay, s 20.7 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 251 622 1126 - HCM Lane V/C Ratio -- 0.221 0.024 0.014 - HCM Control Delay (s)-- 23.4 10.9 8.2 0HCM Lane LOS --C B A A HCM 95th %tile Q(veh)-- 0.8 0.1 0 - Carillon Mixed-Use TIA 2026 Background - PM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 49 14 1 34 12 0 Future Vol, veh/h 49 14 1 34 12 0 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 53 15 1 37 13 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 68 0 82 34 Stage 1 ---- 61 - Stage 2 ---- 21 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1531 - 911 1032 Stage 1 ---- 954 - Stage 2 ---- 999 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1531 - 910 1032 Mov Cap-2 Maneuver ---- 910 - Stage 1 ---- 954 - Stage 2 ---- 998 - Approach EB WB NB HCM Control Delay, s 0 0.2 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)910 -- 1531 - HCM Lane V/C Ratio 0.014 -- 0.001 - HCM Control Delay (s)9 -- 7.4 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0 --0 - Carillon Mixed-Use TIA 2026 Background - PM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 58 0 0 44 3 0 0 0 5 0 28 Future Vol, veh/h 26 58 0 0 44 3 0 0 0 5 0 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 28 63 0 0 48 3 0 0 0 5 0 30 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 51 0 0 63 0 0 144 171 32 137 169 26 Stage 1 ------ 120 120 - 49 49 - Stage 2 ------ 24 51 - 88 120 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1553 -- 1538 -- 811 721 1035 820 723 1044 Stage 1 ------ 872 796 - 958 853 - Stage 2 ------ 991 852 - 910 796 -Platoon blocked, %---- Mov Cap-1 Maneuver 1553 -- 1538 -- 777 708 1035 809 710 1044 Mov Cap-2 Maneuver ------ 777 708 - 809 710 - Stage 1 ------ 856 782 - 941 853 - Stage 2 ------ 962 852 - 894 782 - Approach EB WB NB SB HCM Control Delay, s 2.3 0 0 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1553 -- 1538 -- 1000 HCM Lane V/C Ratio - 0.018 ----- 0.036 HCM Control Delay (s)0 7.4 --0 -- 8.7HCM Lane LOS A A --A --A HCM 95th %tile Q(veh)- 0.1 --0 -- 0.1 Carillon Mixed-Use TIA 2026 Background - PM HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 6 458 7 2 575 Future Vol, veh/h 0 6 458 7 2 575 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 7 498 8 2 625 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 815 249 0 0 498 0 Stage 1 498 ----- Stage 2 317 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver 315 751 -- 1062 - Stage 1 576 ----- Stage 2 711 -----Platoon blocked, %--- Mov Cap-1 Maneuver 314 751 -- 1062 - Mov Cap-2 Maneuver 314 ----- Stage 1 576 ----- Stage 2 710 ----- Approach WB NB SB HCM Control Delay, s 9.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--- 751 1062 - HCM Lane V/C Ratio --- 0.009 0.002 - HCM Control Delay (s)--0 9.8 8.4 -HCM Lane LOS --A A A - HCM 95th %tile Q(veh)---0 0 - Carillon Mixed-Use TIA 2026 Background - PM HCM 2010 TWSC 9: SH 114 WBFR & Drive 4 Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 5 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 712 8 0 31 Future Vol, veh/h 0 0 712 8 0 31 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 774 9 0 34 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 387 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 522 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 522 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 12.4 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.065 HCM Control Delay (s)-- 12.4HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.2 Carillon Mixed-Use TIA 2026 Background - PM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 2026 Background - PM Synchro 9 Report JMH Page 6 Intersection Int Delay, s/veh 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 375 109 0 101 Future Vol, veh/h 0 0 375 109 0 101 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 408 118 0 110 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 204 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 683 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 683 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 11.3 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 683 HCM Lane V/C Ratio -- 0.161 HCM Control Delay (s)-- 11.3HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.6 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2026 Background Plus Site Traffic Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 680 68 220 183 538 0 0 578 17 Future Volume (vph)0 0 0 680 68 220 183 538 0 0 578 17Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.948 0.996 Flt Protected 0.950 0.974 0.950 Satd. Flow (prot)0 0 0 1610 3130 0 1770 3539 0 0 5065 0Flt Permitted 0.950 0.974 0.357Satd. Flow (perm)0 0 0 1610 3130 0 665 3539 0 0 5065 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)80 4 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 739 74 239 199 585 0 0 628 18Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 369 683 0 199 585 0 0 646 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)48.0 48.0 20.0 52.0 Total Split (%)40.0% 40.0%16.7%43.3% Maximum Green (s)41.0 41.0 13.0 45.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)41.0 41.0 58.0 65.0 45.0 Actuated g/C Ratio 0.34 0.34 0.48 0.54 0.38v/c Ratio 0.67 0.61 0.45 0.31 0.34 Control Delay 40.9 31.4 15.7 9.4 27.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 40.9 31.4 15.7 9.4 27.3LOSDCBAC Approach Delay 34.7 11.0 27.3 Approach LOS C B C Queue Length 50th (ft)267 212 38 59 128Queue Length 95th (ft)390 279 m41 m61 163 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)550 1123 441 1875 1901 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.67 0.61 0.45 0.31 0.34 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.23 Intersection Signal Delay: 25.3 Intersection LOS: CIntersection Capacity Utilization 90.9%ICU Level of Service E Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)27.0 41.0 52.0 Total Split (%)23%34%43% Maximum Green (s)20.0 34.0 45.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)66 1069 171 0 0 0 0 583 675 404 919 0 Future Volume (vph)66 1069 171 0 0 0 0 583 675 404 919 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.979 0.920 Flt Protected 0.950 0.950Satd. Flow (prot)1610 3319 0 0 0 0 0 4678 0 1770 3539 0 Flt Permitted 0.950 0.118 Satd. Flow (perm)1610 3319 0 0 0 0 0 4678 0 220 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)16 26Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)72 1162 186 0 0 0 0 634 734 439 999 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)65 1355 0 0 0 0 0 1368 0 439 999 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA D.P+P NA Protected Phases 18 18 6 5 5 6Permitted Phases 6 Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)52.0 52.0 41.0 27.0 Total Split (%)43.3% 43.3%34.2%22.5%Maximum Green (s)45.0 45.0 34.0 20.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)45.0 45.0 34.0 54.0 61.0Actuated g/C Ratio 0.38 0.38 0.28 0.45 0.51 v/c Ratio 0.11 1.08 1.55dr 1.23 0.56 Control Delay 25.1 86.1 71.0 162.5 22.6 Queue Delay 0.0 0.0 0.0 0.0 0.3Total Delay 25.1 86.1 71.0 162.5 22.9 LOS C F E F C Approach Delay 83.3 71.0 65.5 Approach LOS F E EQueue Length 50th (ft)36 ~641 ~405 ~381 253 Queue Length 95th (ft)70 #788 #503 #591 295 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)603 1254 1344 357 1798 Starvation Cap Reductn 0 0 0 0 275 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.11 1.08 1.02 1.23 0.66 Intersection Summary Area Type:OtherCycle Length: 120Actuated Cycle Length: 120 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.23Intersection Signal Delay: 73.2 Intersection LOS: E Intersection Capacity Utilization 90.9%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Minimum Split (s)12.0 25.0 25.0 Total Split (s)20.0 52.0 48.0 Total Split (%)17%43%40%Maximum Green (s)13.0 45.0 41.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0Recall Mode None Max NoneWalk Time (s)7.0 7.0 Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 5.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 147 37 350 78 45 478 Future Vol, veh/h 147 37 350 78 45 478 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 160 40 380 85 49 520 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 997 380 0 0 380 0 Stage 1 380 ----- Stage 2 617 ----- 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 271 667 -- 1178 - Stage 1 691 ----- Stage 2 538 -----Platoon blocked, %--- Mov Cap-1 Maneuver 255 667 -- 1178 - Mov Cap-2 Maneuver 255 ----- Stage 1 691 ----- Stage 2 507 ----- Approach WB NB SB HCM Control Delay, s 34.3 0 0.7 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 255 667 1178 - HCM Lane V/C Ratio -- 0.627 0.06 0.042 - HCM Control Delay (s)-- 40.2 10.7 8.2 0HCM Lane LOS --E B A A HCM 95th %tile Q(veh)-- 3.8 0.2 0.1 - Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 77 22 0 50 22 1 Future Vol, veh/h 77 22 0 50 22 1 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 84 24 0 54 24 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 108 0 123 54 Stage 1 ---- 96 - Stage 2 ---- 27 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1480 - 859 1002 Stage 1 ---- 917 - Stage 2 ---- 992 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1480 - 859 1002 Mov Cap-2 Maneuver ---- 859 - Stage 1 ---- 917 - Stage 2 ---- 992 - Approach EB WB NB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)864 -- 1480 - HCM Lane V/C Ratio 0.029 ---- HCM Control Delay (s)9.3 --0 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0.1 --0 - Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 69 45 23 63 1 52 0 9 3 0 61 Future Vol, veh/h 30 69 45 23 63 1 52 0 9 3 0 61 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 75 49 25 68 1 57 0 10 3 0 66 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 70 0 0 75 0 0 224 260 38 222 259 35 Stage 1 ------ 140 140 - 119 119 - Stage 2 ------ 84 120 - 103 140 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1529 -- 1522 -- 712 643 1026 715 644 1030 Stage 1 ------ 849 780 - 873 796 - Stage 2 ------ 915 796 - 892 780 -Platoon blocked, %---- Mov Cap-1 Maneuver 1529 -- 1522 -- 647 618 1026 688 619 1030 Mov Cap-2 Maneuver ------ 647 618 - 688 619 - Stage 1 ------ 831 763 - 854 782 - Stage 2 ------ 842 782 - 864 763 - Approach EB WB NB SB HCM Control Delay, s 1.5 2 10.8 8.8 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)684 1529 -- 1522 -- 1007 HCM Lane V/C Ratio 0.097 0.021 -- 0.016 -- 0.069 HCM Control Delay (s)10.8 7.4 -- 7.4 0 - 8.8HCM Lane LOS B A --A A -A HCM 95th %tile Q(veh)0.3 0.1 -- 0.1 -- 0.2 Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM HCM 2010 TWSC 7: White Chapel & Drive 2 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 17 411 90 0 625 Future Vol, veh/h 0 17 411 90 0 625 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 150 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 18 447 98 0 679 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 223 0 0 -- Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 780 --0 - Stage 1 0 ---0 - Stage 2 0 ---0 -Platoon blocked, %--- Mov Cap-1 Maneuver - 780 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 9.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)-- 780 - HCM Lane V/C Ratio -- 0.024 - HCM Control Delay (s)-- 9.7 -HCM Lane LOS --A - HCM 95th %tile Q(veh)-- 0.1 - Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 5 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 43 18 484 219 58 567 Future Vol, veh/h 43 18 484 219 58 567 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 47 20 526 238 63 616 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 960 263 0 0 526 0 Stage 1 526 ----- Stage 2 434 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver 254 735 -- 1037 - Stage 1 557 ----- Stage 2 621 -----Platoon blocked, %--- Mov Cap-1 Maneuver 239 735 -- 1037 - Mov Cap-2 Maneuver 239 ----- Stage 1 557 ----- Stage 2 583 ----- Approach WB NB SB HCM Control Delay, s 19.7 0 0.8 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 239 735 1037 - HCM Lane V/C Ratio -- 0.196 0.027 0.061 - HCM Control Delay (s)-- 23.7 10 8.7 -HCM Lane LOS --C B A - HCM 95th %tile Q(veh)-- 0.7 0.1 0.2 - Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM HCM 2010 TWSC 9: SH 114 WBFR & Drive 4 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 6 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 712 113 0 48 Future Vol, veh/h 0 0 712 113 0 48 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 774 123 0 52 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 387 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 522 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 522 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 12.7 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.1 HCM Control Delay (s)-- 12.7HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.3 Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM Synchro 9 Report JMH Page 7 Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 352 54 0 123 Future Vol, veh/h 0 0 352 54 0 123 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 383 59 0 134 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 191 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 696 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 696 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 11.4 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 696 HCM Lane V/C Ratio -- 0.192 HCM Control Delay (s)-- 11.4HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.7 Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 1054 300 428 181 538 0 0 929 53 Future Volume (vph)0 0 0 1054 300 428 181 538 0 0 929 53Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.945 0.992 Flt Protected 0.950 0.981 0.950 Satd. Flow (prot)0 0 0 1610 3143 0 1770 3539 0 0 5045 0Flt Permitted 0.950 0.981 0.133Satd. Flow (perm)0 0 0 1610 3143 0 248 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)112 7 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 1146 326 465 197 585 0 0 1010 58Shared Lane Traffic (%)42% Lane Group Flow (vph)0 0 0 665 1272 0 197 585 0 0 1068 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA pm+pt NA NA Protected Phases 14 14 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 25.0 Total Split (s)63.0 63.0 20.0 37.0 37.0 Total Split (%)52.5% 52.5%16.7% 30.8%30.8% Maximum Green (s)56.0 56.0 13.0 30.0 30.0Yellow Time (s)4.5 4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 7.0Lead/Lag Lead Lag LagLead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Walk Time (s)7.0 7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)53.5 53.5 42.4 30.1 30.1 Actuated g/C Ratio 0.46 0.46 0.36 0.26 0.26v/c Ratio 0.90 0.85 0.79 0.64 0.82 Control Delay 46.8 32.0 63.9 70.0 47.3 Queue Delay 0.7 0.2 0.0 0.0 0.2 Total Delay 47.4 32.3 63.9 70.0 47.5LOSDCEED Approach Delay 37.5 68.4 47.5 Approach LOS D E D Queue Length 50th (ft)502 427 158 253 287Queue Length 95th (ft)#763 533 m#221 314 343 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)773 1567 260 910 1302 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 15 33 0 0 20 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.88 0.83 0.76 0.64 0.83 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 117Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 46.7 Intersection LOS: DIntersection Capacity Utilization 95.5%ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 4 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)50.0 45.0 25.0 Total Split (%)42%38%21% Maximum Green (s)43.0 38.0 18.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 5 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)84 66 178 0 0 0 0 685 472 583 1305 0 Future Volume (vph)84 66 178 0 0 0 0 685 472 583 1305 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.894 0.939 Flt Protected 0.950 0.998 0.950Satd. Flow (prot)1610 3025 0 0 0 0 0 4775 0 1770 3539 0 Flt Permitted 0.950 0.998 0.105 Satd. Flow (perm)1610 3025 0 0 0 0 0 4775 0 196 3539 0 Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)83 151Link Speed (mph)45 45 40 40 Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)91 72 193 0 0 0 0 745 513 634 1418 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)82 274 0 0 0 0 0 1258 0 634 1418 0 Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA D.P+P NA Protected Phases 18 18 6 5 5 6Permitted Phases 6 Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Lane Util. Factor Frt Flt ProtectedSatd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on RedSatd. Flow (RTOR)Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour FactorAdj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked IntersectionLane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft)Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of DetectorsDetector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft)Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s)Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 TypeDetector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)25.0 25.0 45.0 50.0 Total Split (%)20.8% 20.8%37.5%41.7%Maximum Green (s)18.0 18.0 38.0 43.0 Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0Recall Mode None None Max NoneWalk Time (s)7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)15.8 15.8 38.1 80.1 87.1Actuated g/C Ratio 0.14 0.14 0.33 0.68 0.74 v/c Ratio 0.38 0.57 0.76 0.91 0.54 Control Delay 51.4 37.5 34.9 43.6 6.7 Queue Delay 0.0 0.0 0.0 2.3 0.4Total Delay 51.4 37.5 34.9 45.9 7.2 LOS D D C D A Approach Delay 40.7 34.9 19.1 Approach LOS D C BQueue Length 50th (ft)63 74 287 331 172 Queue Length 95th (ft)119 122 346 m#598 216 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)Base Capacity (vph)248 537 1657 716 2622 Starvation Cap Reductn 0 0 0 28 616 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.33 0.51 0.76 0.92 0.71 Intersection Summary Area Type:OtherCycle Length: 120Actuated Cycle Length: 117 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91Intersection Signal Delay: 26.6 Intersection LOS: C Intersection Capacity Utilization 95.5%ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Minimum Split (s)12.0 25.0 25.0 Total Split (s)20.0 37.0 63.0 Total Split (%)17%31%53%Maximum Green (s)13.0 30.0 56.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0Recall Mode None Max NoneWalk Time (s)7.0 7.0 Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)Actuated g/C Ratio v/c Ratio Control Delay Queue DelayTotal Delay LOS Approach Delay Approach LOSQueue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft)Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 69.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 255 55 521 140 54 606 Future Vol, veh/h 255 55 521 140 54 606 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 277 60 566 152 59 659 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1342 566 0 0 566 0 Stage 1 566 ----- Stage 2 776 ----- 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 ~ 168 524 -- 1006 - Stage 1 568 ----- Stage 2 454 -----Platoon blocked, %--- Mov Cap-1 Maneuver ~ 153 524 -- 1006 - Mov Cap-2 Maneuver ~ 153 ----- Stage 1 568 ----- Stage 2 412 ----- Approach WB NB SB HCM Control Delay, s$ 364.5 0 0.7 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 153 524 1006 - HCM Lane V/C Ratio -- 1.812 0.114 0.058 - HCM Control Delay (s)--$ 440.3 12.8 8.8 0HCM Lane LOS --F B A A HCM 95th %tile Q(veh)-- 20.6 0.4 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM HCM 2010 TWSC 5: Riviera & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 130 14 1 74 12 0 Future Vol, veh/h 130 14 1 74 12 0 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- 150 -0 - Veh in Median Storage, # 0 --0 0 -Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 141 15 1 80 13 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 157 0 191 78 Stage 1 ---- 149 - Stage 2 ---- 42 - Critical Hdwy -- 4.14 - 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 -Follow-up Hdwy -- 2.22 - 3.52 3.32 Pot Cap-1 Maneuver -- 1420 - 780 967 Stage 1 ---- 863 - Stage 2 ---- 975 -Platoon blocked, %--- Mov Cap-1 Maneuver -- 1420 - 779 967 Mov Cap-2 Maneuver ---- 779 - Stage 1 ---- 863 - Stage 2 ---- 974 - Approach EB WB NB HCM Control Delay, s 0 0.1 9.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)779 -- 1420 - HCM Lane V/C Ratio 0.017 -- 0.001 - HCM Control Delay (s)9.7 -- 7.5 -HCM Lane LOS A --A - HCM 95th %tile Q(veh)0.1 --0 - Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM HCM 2010 TWSC 6: Drive 1/St. Tropez Drive & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 3 Intersection Int Delay, s/veh 8.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 99 79 40 44 3 244 0 41 5 0 28 Future Vol, veh/h 26 99 79 40 44 3 244 0 41 5 0 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 --------- Veh in Median Storage, # -0 --0 --0 --0 -Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 28 108 86 43 48 3 265 0 45 5 0 30 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 51 0 0 108 0 0 275 302 54 246 300 26 Stage 1 ------ 164 164 - 136 136 - Stage 2 ------ 111 138 - 110 164 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 -Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1553 -- 1480 -- 656 610 1002 687 611 1044 Stage 1 ------ 822 761 - 853 783 - Stage 2 ------ 882 781 - 883 761 -Platoon blocked, %---- Mov Cap-1 Maneuver 1553 -- 1480 -- 614 581 1002 633 582 1044 Mov Cap-2 Maneuver ------ 614 581 - 633 582 - Stage 1 ------ 807 747 - 838 760 - Stage 2 ------ 831 758 - 829 747 - Approach EB WB NB SB HCM Control Delay, s 0.9 3.5 15.5 8.9 HCM LOS C A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)650 1553 -- 1480 -- 950 HCM Lane V/C Ratio 0.477 0.018 -- 0.029 -- 0.038 HCM Control Delay (s)15.5 7.4 -- 7.5 0 - 8.9HCM Lane LOS C A --A A -A HCM 95th %tile Q(veh)2.6 0.1 -- 0.1 -- 0.1 Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM HCM 2010 TWSC 7: White Chapel & Drive 2 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 4 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 81 579 159 0 860 Future Vol, veh/h 0 81 579 159 0 860 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 150 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 88 629 173 0 935 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 315 0 0 -- Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 681 --0 - Stage 1 0 ---0 - Stage 2 0 ---0 -Platoon blocked, %--- Mov Cap-1 Maneuver - 681 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 11.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)-- 681 - HCM Lane V/C Ratio -- 0.129 - HCM Control Delay (s)-- 11.1 -HCM Lane LOS --B - HCM 95th %tile Q(veh)-- 0.4 - Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 5 Intersection Int Delay, s/veh 37 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 204 87 656 324 81 779 Future Vol, veh/h 204 87 656 324 81 779 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 222 95 713 352 88 847 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1312 357 0 0 713 0 Stage 1 713 ----- Stage 2 599 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver ~ 150 639 -- 883 - Stage 1 447 ----- Stage 2 511 -----Platoon blocked, %--- Mov Cap-1 Maneuver ~ 135 639 -- 883 - Mov Cap-2 Maneuver ~ 135 ----- Stage 1 447 ----- Stage 2 460 ----- Approach WB NB SB HCM Control Delay, s 268.2 0 0.9 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 135 639 883 - HCM Lane V/C Ratio -- 1.643 0.148 0.1 - HCM Control Delay (s)--$ 377.7 11.6 9.5 -HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 16 0.5 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM HCM 2010 TWSC 9: SH 114 WBFR & Drive 4 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 6 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 712 127 0 235 Future Vol, veh/h 0 0 712 127 0 235 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 774 138 0 255 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 387 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 522 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 522 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 18.3 HCM LOS C Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.489 HCM Control Delay (s)-- 18.3HCM Lane LOS --C HCM 95th %tile Q(veh)-- 2.7 Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM HCM 2010 TWSC 10: SH 114 WBFR & Southmont Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM Synchro 9 Report JMH Page 7 Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 415 149 0 142 Future Vol, veh/h 0 0 415 149 0 142 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length --- 250 -0 Veh in Median Storage, # --0 -0 -Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 451 162 0 154 Major/Minor Major2 Minor2 Conflicting Flow All -0 - 226 Stage 1 ---- Stage 2 ---- Critical Hdwy --- 7.14 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ----Follow-up Hdwy --- 3.92 Pot Cap-1 Maneuver --0 662 Stage 1 --0 - Stage 2 --0 -Platoon blocked, %-- Mov Cap-1 Maneuver --- 662 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Control Delay, s 0 12.1 HCM LOS B Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 662 HCM Lane V/C Ratio -- 0.233 HCM Control Delay (s)-- 12.1HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.9 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - Mitigation Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 638 64 212 170 518 0 0 539 16 Future Volume (vph)0 0 0 638 64 212 170 518 0 0 539 16Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.947 0.996 Flt Protected 0.950 0.974 0.950 Satd. Flow (prot)0 0 0 1610 3127 0 1770 3539 0 0 5065 0Flt Permitted 0.950 0.974 0.394Satd. Flow (perm)0 0 0 1610 3127 0 734 3539 0 0 5065 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)81 4 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 693 70 230 185 563 0 0 586 17Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 346 647 0 185 563 0 0 603 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)45.0 45.0 19.0 56.0 Total Split (%)37.5% 37.5%15.8%46.7% Maximum Green (s)38.0 38.0 12.0 49.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)33.8 33.8 60.8 67.9 49.2 Actuated g/C Ratio 0.29 0.29 0.53 0.59 0.43v/c Ratio 0.74 0.67 0.38 0.27 0.28 Control Delay 47.1 34.7 17.8 5.1 22.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 47.1 34.7 17.8 5.1 22.8LOSDCBAC Approach Delay 39.0 8.2 22.8 Approach LOS D A C Queue Length 50th (ft)256 204 40 31 112Queue Length 95th (ft)376 271 m94 39 142 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)530 1085 496 2039 2155 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.65 0.60 0.37 0.28 0.28 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 115.7Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 25.0 Intersection LOS: CIntersection Capacity Utilization 72.0%ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)35.0 27.0 58.0 Total Split (%)29%23%48% Maximum Green (s)28.0 20.0 51.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)65 986 158 0 0 0 0 551 628 383 858 0 Future Volume (vph)65 986 158 0 0 0 0 551 628 383 858 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 0 175 0 0 Storage Lanes 1 0 0 0 0 1 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.979 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)1610 3319 0 0 0 0 0 5085 1583 1770 3539 0Flt Permitted 0.950 0.285Satd. Flow (perm)1610 3319 0 0 0 0 0 5085 1583 531 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)17 291 Link Speed (mph)45 45 40 40Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)71 1072 172 0 0 0 0 599 683 416 933 0Shared Lane Traffic (%)10% Lane Group Flow (vph)64 1251 0 0 0 0 0 599 683 416 933 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 Detector Template Left Thru Thru Right Left Thru Leading Detector (ft)20 100 100 20 20 100Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA Free D.P+P NA Protected Phases 18 18 6 5 5 6 Permitted Phases Free 6 Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted Phases Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)58.0 58.0 27.0 35.0 Total Split (%)48.3% 48.3%22.5%29.2% Maximum Green (s)51.0 51.0 20.0 28.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lag LeadLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None Max None Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)47.7 47.7 20.1 115.7 46.9 53.9 Actuated g/C Ratio 0.41 0.41 0.17 1.00 0.41 0.47v/c Ratio 0.10 0.91 0.68 0.43 0.83 0.57 Control Delay 21.3 42.1 50.0 0.9 50.7 23.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.4 Total Delay 21.3 42.1 50.0 0.9 50.7 23.4LOSCDDADC Approach Delay 41.0 23.8 31.8 Approach LOS D C C Queue Length 50th (ft)31 475 162 0 262 252Queue Length 95th (ft)63 584 206 0 #401 295 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)175 Base Capacity (vph)712 1478 882 1583 522 1640 Starvation Cap Reductn 0 0 0 0 0 280Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.85 0.68 0.43 0.80 0.69 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 115.7Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 32.3 Intersection LOS: CIntersection Capacity Utilization 72.0%ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2021 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)19.0 56.0 45.0 Total Split (%)16%47%38% Maximum Green (s)12.0 49.0 38.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM - MITIGATION HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM - MITIGATION Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 21.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 250 54 491 135 53 564 Future Vol, veh/h 250 54 491 135 53 564 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 272 59 534 147 58 613 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 956 534 0 0 534 0 Stage 1 534 ----- Stage 2 422 ----- Critical Hdwy 6.63 6.23 -- 4.13 - Critical Hdwy Stg 1 5.43 ----- Critical Hdwy Stg 2 5.83 -----Follow-up Hdwy 3.519 3.319 -- 2.219 - Pot Cap-1 Maneuver ~ 271 545 -- 1032 - Stage 1 587 ----- Stage 2 630 -----Platoon blocked, %--- Mov Cap-1 Maneuver ~ 248 545 -- 1032 - Mov Cap-2 Maneuver ~ 248 ----- Stage 1 587 ----- Stage 2 576 ----- Approach WB NB SB HCM Control Delay, s 107.8 0 1 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 248 545 1032 - HCM Lane V/C Ratio -- 1.096 0.108 0.056 - HCM Control Delay (s)-- 128.4 12.4 8.7 0.3HCM Lane LOS --F B A A HCM 95th %tile Q(veh)-- 11.7 0.4 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM - MITIGATION HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM - MITIGATION Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 31.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 204 87 622 324 81 734 Future Vol, veh/h 204 87 622 324 81 734 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 222 95 676 352 88 798 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1251 338 0 0 676 0 Stage 1 676 ----- Stage 2 575 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver ~ 165 658 -- 911 - Stage 1 467 ----- Stage 2 526 -----Platoon blocked, %--- Mov Cap-1 Maneuver ~ 149 658 -- 911 - Mov Cap-2 Maneuver ~ 149 ----- Stage 1 467 ----- Stage 2 475 ----- Approach WB NB SB HCM Control Delay, s 218.7 0 0.9 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 149 658 911 - HCM Lane V/C Ratio -- 1.488 0.144 0.097 - HCM Control Delay (s)--$ 307.1 11.4 9.4 -HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 14.7 0.5 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 671 51 107 183 357 0 0 500 8 Future Volume (vph)0 0 0 671 51 107 183 357 0 0 500 8Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.968 0.998 Flt Protected 0.950 0.967 0.950 Satd. Flow (prot)0 0 0 1610 3173 0 1770 3539 0 0 5075 0Flt Permitted 0.950 0.967 0.418Satd. Flow (perm)0 0 0 1610 3173 0 779 3539 0 0 5075 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)29 2 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 729 55 116 199 388 0 0 543 9Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 364 536 0 199 388 0 0 552 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)47.0 47.0 19.0 54.0 Total Split (%)39.2% 39.2%15.8%45.0% Maximum Green (s)40.0 40.0 12.0 47.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)37.9 37.9 58.3 65.3 47.1 Actuated g/C Ratio 0.32 0.32 0.50 0.56 0.40v/c Ratio 0.70 0.51 0.41 0.20 0.27 Control Delay 43.0 32.2 20.3 3.2 24.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 43.0 32.2 20.3 3.2 24.4LOSDCCAC Approach Delay 36.6 9.0 24.4 Approach LOS D A C Queue Length 50th (ft)265 171 71 15 105Queue Length 95th (ft)389 229 129 20 135 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)550 1104 494 1909 2040 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.66 0.49 0.40 0.20 0.27 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 117.2Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 25.3 Intersection LOS: CIntersection Capacity Utilization 68.1%ICU Level of Service C Analysis Period (min) 15 Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)33.0 26.0 61.0 Total Split (%)28%22%51% Maximum Green (s)26.0 19.0 54.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)21 1069 171 0 0 0 0 447 675 361 876 0 Future Volume (vph)21 1069 171 0 0 0 0 447 675 361 876 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 0 175 0 0 Storage Lanes 1 0 0 0 0 1 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.979 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)1610 3319 0 0 0 0 0 5085 1583 1770 3539 0Flt Permitted 0.950 0.373Satd. Flow (perm)1610 3319 0 0 0 0 0 5085 1583 695 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)18 291 Link Speed (mph)45 45 40 40Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)23 1162 186 0 0 0 0 486 734 392 952 0Shared Lane Traffic (%)10% Lane Group Flow (vph)21 1350 0 0 0 0 0 486 734 392 952 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 Detector Template Left Thru Thru Right Left Thru Leading Detector (ft)20 100 100 20 20 100Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA Free D.P+P NA Protected Phases 18 18 6 5 5 6 Permitted Phases Free 6 Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted Phases Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)61.0 61.0 26.0 33.0 Total Split (%)50.8% 50.8%21.7%27.5% Maximum Green (s)54.0 54.0 19.0 26.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lag LeadLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None Max None Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)51.6 51.6 19.0 117.2 44.6 51.6 Actuated g/C Ratio 0.44 0.44 0.16 1.00 0.38 0.44v/c Ratio 0.03 0.92 0.59 0.46 0.79 0.61 Control Delay 18.7 41.4 49.3 1.0 45.1 26.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.6 Total Delay 18.7 41.4 49.3 1.0 45.1 27.3LOSBDDADC Approach Delay 41.0 20.2 32.5 Approach LOS D C C Queue Length 50th (ft)9 513 130 0 233 272Queue Length 95th (ft)26 #636 169 0 #350 317 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)175 Base Capacity (vph)743 1542 826 1583 506 1527 Starvation Cap Reductn 0 0 0 0 0 250Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.88 0.59 0.46 0.77 0.75 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 117.2Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 31.7 Intersection LOS: CIntersection Capacity Utilization 68.1%ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2026 Background - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background - AM MITIGATION Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)19.0 54.0 47.0 Total Split (%)16%45%39% Maximum Green (s)12.0 47.0 40.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 680 68 220 183 538 0 0 578 17 Future Volume (vph)0 0 0 680 68 220 183 538 0 0 578 17Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 500 0 0 500 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Frt 0.948 0.996 Flt Protected 0.950 0.974 0.950 Satd. Flow (prot)0 0 0 1610 3130 0 1770 3539 0 0 5065 0Flt Permitted 0.950 0.974 0.357Satd. Flow (perm)0 0 0 1610 3130 0 665 3539 0 0 5065 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)80 4 Link Speed (mph)45 45 40 40Link Distance (ft)861 555 482 563 Travel Time (s)13.0 8.4 8.2 9.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 739 74 239 199 585 0 0 628 18Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 369 683 0 199 585 0 0 646 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA D.P+P NA NA Protected Phases 14 14 1 1 2 2 Permitted Phases 2 Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 2 Lane Group Ø5 Ø6 Ø18 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 5 6 18 Permitted Phases Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 14 14 1 1 2 2 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 12.0 25.0 Total Split (s)48.0 48.0 21.0 51.0 Total Split (%)40.0% 40.0%17.5%42.5% Maximum Green (s)41.0 41.0 14.0 44.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None None Max Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)40.0 40.0 57.7 64.7 44.0 Actuated g/C Ratio 0.34 0.34 0.49 0.55 0.37v/c Ratio 0.68 0.62 0.44 0.30 0.34 Control Delay 41.3 31.6 27.9 5.6 27.6 Queue Delay 0.1 0.1 0.0 0.0 0.0 Total Delay 41.4 31.6 27.9 5.6 27.6LOSDCCAC Approach Delay 35.1 11.3 27.6 Approach LOS D B C Queue Length 50th (ft)267 212 60 32 130Queue Length 95th (ft)390 279 m111 40 165 Internal Link Dist (ft)781 475 402 483 Turn Bay Length (ft) Base Capacity (vph)556 1134 455 1894 1880 Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 10 23 0 0 3 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.68 0.61 0.44 0.31 0.34 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 118.7Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 25.6 Intersection LOS: CIntersection Capacity Utilization 75.8%ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 4 Splits and Phases: 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 3: White Chapel & SH 114 WBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 5 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)35.0 26.0 59.0 Total Split (%)29%22%49% Maximum Green (s)28.0 19.0 52.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)66 1069 171 0 0 0 0 583 675 404 919 0 Future Volume (vph)66 1069 171 0 0 0 0 583 675 404 919 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 0 175 0 0 Storage Lanes 1 0 0 0 0 1 1 0 Taper Length (ft)25 25 25 25Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.979 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)1610 3319 0 0 0 0 0 5085 1583 1770 3539 0Flt Permitted 0.950 0.237Satd. Flow (perm)1610 3319 0 0 0 0 0 5085 1583 441 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)18 291 Link Speed (mph)45 45 40 40Link Distance (ft)809 2307 1446 482 Travel Time (s)12.3 35.0 24.6 8.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)72 1162 186 0 0 0 0 634 734 439 999 0Shared Lane Traffic (%)10% Lane Group Flow (vph)65 1355 0 0 0 0 0 634 734 439 999 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 Detector Template Left Thru Thru Right Left Thru Leading Detector (ft)20 100 100 20 20 100Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 ChannelDetector 2 Extend (s)0.0 0.0 0.0 Turn Type Split NA NA Free D.P+P NA Protected Phases 18 18 6 5 5 6 Permitted Phases Free 6 Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 7 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph)Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft)Lane Util. Factor Frt Flt Protected Satd. Flow (prot)Flt PermittedSatd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph)Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph)Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane AlignmentMedian Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn LaneHeadway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 TypeDetector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s)Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 ChannelDetector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted Phases Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 18 18 6 5 5 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0Minimum Split (s)25.0 25.0 25.0 12.0 Total Split (s)59.0 59.0 26.0 35.0 Total Split (%)49.2% 49.2%21.7%29.2% Maximum Green (s)52.0 52.0 19.0 28.0Yellow Time (s)4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0Lead/Lag Lag LeadLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 Recall Mode None None Max None Walk Time (s)7.0 7.0 7.0Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)51.0 51.0 19.0 118.7 46.7 53.7 Actuated g/C Ratio 0.43 0.43 0.16 1.00 0.39 0.45v/c Ratio 0.09 0.94 0.78 0.46 0.91 0.62 Control Delay 20.7 46.2 55.6 1.0 68.5 25.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.5 Total Delay 20.7 46.2 55.6 1.0 68.5 25.7LOSCDEAEC Approach Delay 45.1 26.3 38.8 Approach LOS D C D Queue Length 50th (ft)31 534 175 0 306 266Queue Length 95th (ft)63 #699 220 0 #480 310 Internal Link Dist (ft)729 2227 1366 402 Turn Bay Length (ft)175 Base Capacity (vph)705 1464 814 1583 488 1567 Starvation Cap Reductn 0 0 0 0 0 199Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.93 0.78 0.46 0.90 0.73 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 118.7Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 36.9 Intersection LOS: DIntersection Capacity Utilization 75.8%ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 9 Splits and Phases: 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 2026 Background + Site-Generated - AM MITIGATION Lanes, Volumes, Timings 4: White Chapel & SH 114 EBFR Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - AM MITIGATION Synchro 9 Report JMH Page 10 Lane Group Ø1 Ø2 Ø14 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0Minimum Split (s)12.0 25.0 25.0 Total Split (s)21.0 51.0 48.0 Total Split (%)18%43%40% Maximum Green (s)14.0 44.0 41.0Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s)Lead/Lag Lead LagLead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None Max None Walk Time (s)7.0 7.0Flash Dont Walk (s)11.0 11.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s) Actuated g/C Ratiov/c Ratio Control Delay Queue Delay Total DelayLOS Approach Delay Approach LOS Queue Length 50th (ft)Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap ReductnSpillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM - MITIGATION HCM 2010 TWSC 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM - MITIGATION Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 28.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 255 55 521 140 54 606 Future Vol, veh/h 255 55 521 140 54 606 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -0 -- Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 277 60 566 152 59 659 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1013 566 0 0 566 0 Stage 1 566 ----- Stage 2 447 ----- Critical Hdwy 6.63 6.23 -- 4.13 - Critical Hdwy Stg 1 5.43 ----- Critical Hdwy Stg 2 5.83 -----Follow-up Hdwy 3.519 3.319 -- 2.219 - Pot Cap-1 Maneuver ~ 250 523 -- 1004 - Stage 1 567 ----- Stage 2 612 -----Platoon blocked, %--- Mov Cap-1 Maneuver ~ 227 523 -- 1004 - Mov Cap-2 Maneuver ~ 227 ----- Stage 1 567 ----- Stage 2 555 ----- Approach WB NB SB HCM Control Delay, s 147.4 0 1 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 227 523 1004 - HCM Lane V/C Ratio -- 1.221 0.114 0.058 - HCM Control Delay (s)-- 176.4 12.8 8.8 0.3HCM Lane LOS --F B A A HCM 95th %tile Q(veh)-- 13.8 0.4 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM - MITIGATION HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM - MITIGATION Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 37 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 204 87 656 324 81 779 Future Vol, veh/h 204 87 656 324 81 779 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 222 95 713 352 88 847 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1312 357 0 0 713 0 Stage 1 713 ----- Stage 2 599 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver ~ 150 639 -- 883 - Stage 1 447 ----- Stage 2 511 -----Platoon blocked, %--- Mov Cap-1 Maneuver ~ 135 639 -- 883 - Mov Cap-2 Maneuver ~ 135 ----- Stage 1 447 ----- Stage 2 460 ----- Approach WB NB SB HCM Control Delay, s 268.2 0 0.9 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 135 639 883 - HCM Lane V/C Ratio -- 1.643 0.148 0.1 - HCM Control Delay (s)--$ 377.7 11.6 9.5 -HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 16 0.5 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM - MIT - Signalized HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 4.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 102 87 622 324 81 734 Future Vol, veh/h 102 87 622 324 81 734 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 111 95 676 352 88 798 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1251 338 0 0 676 0 Stage 1 676 ----- Stage 2 575 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver *165 *848 -- 1236 - Stage 1 *773 ----- Stage 2 *771 -----Platoon blocked, %1 --1 - Mov Cap-1 Maneuver *153 *848 -- 1236 - Mov Cap-2 Maneuver *153 ----- Stage 1 *773 ----- Stage 2 *716 ----- Approach WB NB SB HCM Control Delay, s 44.4 0 0.8 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 153 848 1236 - HCM Lane V/C Ratio -- 0.725 0.112 0.071 - HCM Control Delay (s)-- 73.9 9.8 8.1 -HCM Lane LOS --F A A - HCM 95th %tile Q(veh)-- 4.3 0.4 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM - MIT - Signalized Lanes, Volumes, Timings 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)352 54 491 135 53 564 Future Volume (vph)352 54 491 135 53 564Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.996Satd. Flow (prot)1770 1583 1863 1583 0 1855 Flt Permitted 0.950 0.914 Satd. Flow (perm)1770 1583 1863 1583 0 1703 Right Turn on Red Yes YesSatd. Flow (RTOR)59 147Link Speed (mph)35 40 40 Link Distance (ft)634 320 820 Travel Time (s)12.4 5.5 14.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)383 59 534 147 58 613 Shared Lane Traffic (%) Lane Group Flow (vph)383 59 534 147 0 671 Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left Left Median Width(ft)24 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Number of Detectors 1 1 2 1 1 2Detector Template Left Right Thru Right Left Thru Leading Detector (ft)20 20 100 20 20 100 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 20 6 20 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 Detector 2 Size(ft)6 6 Detector 2 Type Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM - MIT - Signalized Lanes, Volumes, Timings 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 2 Lane Group WBL WBR NBT NBR SBL SBT Minimum Split (s)25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s)25.0 25.0 35.0 35.0 35.0 35.0 Total Split (%)41.7% 41.7% 58.3% 58.3% 58.3% 58.3%Maximum Green (s)18.0 18.0 28.0 28.0 28.0 28.0 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None C-Max C-Max C-Max C-MaxWalk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)16.3 16.3 29.7 29.7 29.7Actuated g/C Ratio 0.27 0.27 0.50 0.50 0.50 v/c Ratio 0.79 0.12 0.58 0.17 0.80 Control Delay 33.8 5.8 19.3 6.3 23.1 Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 33.8 5.8 19.3 6.3 23.1 LOS C A B A C Approach Delay 30.0 16.5 23.1 Approach LOS C B CQueue Length 50th (ft)122 0 193 21 200 Queue Length 95th (ft)#236 22 m257 m45 #392 Internal Link Dist (ft)554 240 740 Turn Bay Length (ft)Base Capacity (vph)531 516 920 857 841 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.72 0.11 0.58 0.17 0.80 Intersection Summary Area Type:OtherCycle Length: 60Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.80 Intersection Signal Delay: 22.3 Intersection LOS: C Intersection Capacity Utilization 95.5%ICU Level of Service F Analysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM - MIT - Signalized Lanes, Volumes, Timings 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 3 Splits and Phases: 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM - MIT - Signalized HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 1 Intersection Int Delay, s/veh 5.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 102 87 656 324 81 779 Future Vol, veh/h 102 87 656 324 81 779 Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 175 - Veh in Median Storage, # 0 -0 --0Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 111 95 713 352 88 847 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1312 357 0 0 713 0 Stage 1 713 ----- Stage 2 599 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 -----Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver *150 *822 -- *1230 - Stage 1 *776 ----- Stage 2 *723 -----Platoon blocked, %1 --1 - Mov Cap-1 Maneuver *139 *822 -- *1230 - Mov Cap-2 Maneuver *139 ----- Stage 1 *776 ----- Stage 2 *671 ----- Approach WB NB SB HCM Control Delay, s 54.2 0 0.8 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 139 822 * 1230 - HCM Lane V/C Ratio -- 0.798 0.115 0.072 - HCM Control Delay (s)-- 92 9.9 8.2 -HCM Lane LOS --F A A - HCM 95th %tile Q(veh)-- 4.9 0.4 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM - MIT - Signalized Lanes, Volumes, Timings 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)357 55 521 140 54 606 Future Volume (vph)357 55 521 140 54 606Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.996Satd. Flow (prot)1770 1583 1863 1583 0 1855 Flt Permitted 0.950 0.874 Satd. Flow (perm)1770 1583 1863 1583 0 1628 Right Turn on Red Yes YesSatd. Flow (RTOR)60 152Link Speed (mph)35 40 40 Link Distance (ft)634 320 820 Travel Time (s)12.4 5.5 14.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph)388 60 566 152 59 659 Shared Lane Traffic (%) Lane Group Flow (vph)388 60 566 152 0 718 Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left Left Median Width(ft)24 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Number of Detectors 1 1 2 1 1 2Detector Template Left Right Thru Right Left Thru Leading Detector (ft)20 20 100 20 20 100 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 20 6 20 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 Detector 2 Size(ft)6 6 Detector 2 Type Cl+Ex Cl+ExDetector 2 Channel Detector 2 Extend (s)0.0 0.0 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM - MIT - Signalized Lanes, Volumes, Timings 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 2 Lane Group WBL WBR NBT NBR SBL SBT Minimum Split (s)25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s)25.0 25.0 35.0 35.0 35.0 35.0 Total Split (%)41.7% 41.7% 58.3% 58.3% 58.3% 58.3%Maximum Green (s)18.0 18.0 28.0 28.0 28.0 28.0 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None C-Max C-Max C-Max C-MaxWalk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)16.4 16.4 29.6 29.6 29.6Actuated g/C Ratio 0.27 0.27 0.49 0.49 0.49 v/c Ratio 0.80 0.13 0.62 0.18 0.90 Control Delay 34.3 5.8 17.2 3.3 32.4 Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 34.3 5.8 17.2 3.3 32.4 LOS C A B A C Approach Delay 30.4 14.2 32.4 Approach LOS C B CQueue Length 50th (ft)124 0 248 23 232 Queue Length 95th (ft)#241 22 m309 m29 #446 Internal Link Dist (ft)554 240 740 Turn Bay Length (ft)Base Capacity (vph)531 516 918 857 802 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.73 0.12 0.62 0.18 0.90 Intersection Summary Area Type:OtherCycle Length: 60Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.90 Intersection Signal Delay: 25.0 Intersection LOS: C Intersection Capacity Utilization 99.6%ICU Level of Service F Analysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM - MIT - Signalized Lanes, Volumes, Timings 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 3 Splits and Phases: 2: White Chapel & Kirkwood kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SidraTM Output - Roundabouts MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2018 Existing -AM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 46 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 31.0 8 T1 175 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 31.1 18 R2 79 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 30.3 Approach 300 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 30.9 East: Dove Road 1 L2 123 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 29.2 6 T1 259 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 29.3 16 R2 65 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 28.6 Approach 447 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 29.2 North: White Chapel Blvd. 7 L2 66 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 29.5 4 T1 212 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 29.5 14 R2 148 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 28.9 Approach 426 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 29.3 West: Dove Road 5 L2 182 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 29.4 2 T1 224 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 29.5 12 R2 14 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 28.8 Approach 420 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 29.4 All Vehicles 1592 3.0 0.616 14.6 LOS B 4.0 102.7 0.68 0.73 29.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Wednesday, April 4, 2018 12:21:16 PM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2018 Existing AM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2018 Existing -PM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 40 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 32.1 8 T1 207 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 32.1 18 R2 64 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 31.3 Approach 311 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 31.9 East: Dove Road 1 L2 83 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 31.2 6 T1 185 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 31.2 16 R2 82 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 30.5 Approach 349 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 31.1 North: White Chapel Blvd. 7 L2 70 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 28.6 4 T1 317 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 28.6 14 R2 176 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 28.0 Approach 563 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 28.4 West: Dove Road 5 L2 107 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 30.7 2 T1 146 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 30.7 12 R2 42 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 30.0 Approach 295 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 30.6 All Vehicles 1517 3.0 0.705 13.4 LOS B 5.9 150.6 0.63 0.64 30.1 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Wednesday, April 4, 2018 12:20:41 PM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2018 Existing PM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background -AM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 54 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 28.9 8 T1 216 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 28.9 18 R2 97 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 28.3 Approach 367 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 28.8 East: Dove Road 1 L2 158 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 24.9 6 T1 308 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 25.0 16 R2 77 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 24.5 Approach 542 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 24.9 North: White Chapel Blvd. 7 L2 79 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 24.9 4 T1 268 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 24.9 14 R2 176 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 24.4 Approach 524 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 24.7 West: Dove Road 5 L2 216 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 25.7 2 T1 266 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 25.7 12 R2 23 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 25.2 Approach 505 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 25.7 All Vehicles 1939 3.0 0.816 26.1 LOS C 7.9 201.4 0.85 1.01 25.7 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Wednesday, April 4, 2018 12:19:52 PM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2021 Background AM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background -PM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 48 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 30.4 8 T1 270 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 30.5 18 R2 88 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 29.8 Approach 405 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 30.3 East: Dove Road 1 L2 102 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 29.2 6 T1 220 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 29.3 16 R2 97 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 28.6 Approach 418 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 29.1 North: White Chapel Blvd. 7 L2 83 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 22.8 4 T1 391 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 22.8 14 R2 210 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 22.4 Approach 684 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 22.7 West: Dove Road 5 L2 127 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 28.7 2 T1 174 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 28.8 12 R2 49 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 28.1 Approach 350 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 28.7 All Vehicles 1858 3.0 0.912 23.6 LOS C 14.0 359.1 0.80 0.96 26.5 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Wednesday, April 4, 2018 12:18:37 PM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2021 Background PM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background plus Site -AM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 64 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 28.2 8 T1 226 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 28.2 18 R2 107 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 27.6 Approach 397 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 28.0 East: Dove Road 1 L2 183 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 23.2 6 T1 308 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 23.2 16 R2 77 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 22.8 Approach 567 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 23.1 North: White Chapel Blvd. 7 L2 79 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 22.5 4 T1 293 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 22.6 14 R2 176 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 22.2 Approach 549 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 22.4 West: Dove Road 5 L2 216 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 23.2 2 T1 266 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 23.3 12 R2 48 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 22.9 Approach 530 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 23.2 All Vehicles 2043 3.0 0.886 33.3 LOS C 10.1 258.0 0.90 1.15 23.8 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Friday, April 6, 2018 10:20:46 AM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2021 Background plus site AM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background plus Site -PM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 92 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 28.0 8 T1 314 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 28.0 18 R2 133 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 27.5 Approach 539 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 27.9 East: Dove Road 1 L2 146 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 26.9 6 T1 220 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 26.9 16 R2 97 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 26.4 Approach 462 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 26.8 North: White Chapel Blvd. 7 L2 83 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 17.1 4 T1 435 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 17.1 14 R2 210 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 16.9 Approach 727 2.0 1.047 71.2 LOS E 29.4 747.0 1.00 1.95 17.0 West: Dove Road 5 L2 127 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 27.0 2 T1 174 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 27.0 12 R2 92 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 26.4 Approach 393 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 26.8 All Vehicles 2122 2.0 1.047 38.3 LOS D 29.4 747.0 0.86 1.27 22.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Friday, April 6, 2018 10:22:50 AM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2021 Background plus site PM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background plus Site -AM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 66 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 26.5 8 T1 242 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 26.6 18 R2 113 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 26.0 Approach 422 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 26.4 East: Dove Road 1 L2 191 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 19.3 6 T1 335 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 19.3 16 R2 85 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 19.0 Approach 611 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 19.3 North: White Chapel Blvd. 7 L2 86 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 18.5 4 T1 313 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 18.5 14 R2 191 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 18.3 Approach 590 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 18.5 West: Dove Road 5 L2 235 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 19.6 2 T1 290 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 19.7 12 R2 47 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 19.4 Approach 572 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 19.6 All Vehicles 2195 3.0 0.990 50.2 LOS D 17.6 451.1 0.96 1.47 20.2 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Wednesday, April 4, 2018 1:05:52 PM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2026 Background plus site AM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background -PM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 52 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 29.5 8 T1 291 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 29.5 18 R2 95 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 28.9 Approach 438 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 29.4 East: Dove Road 1 L2 110 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 27.9 6 T1 239 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 27.9 16 R2 105 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 27.4 Approach 454 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 27.8 North: White Chapel Blvd. 7 L2 90 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 18.2 4 T1 424 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 18.2 14 R2 228 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 17.9 Approach 742 3.0 1.023 63.2 LOS E 27.1 694.7 1.00 1.78 18.1 West: Dove Road 5 L2 138 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 28.1 2 T1 189 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 28.2 12 R2 25 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 27.6 Approach 352 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 28.1 All Vehicles 1987 3.0 1.023 34.7 LOS C 27.1 694.7 0.83 1.18 23.5 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Wednesday, April 4, 2018 12:26:02 PM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2026 Background PM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background plus Site -AM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 68 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 26.3 8 T1 245 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 26.3 18 R2 115 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 25.8 Approach 428 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 26.2 East: Dove Road 1 L2 195 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 18.9 6 T1 335 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 18.9 16 R2 85 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 18.7 Approach 614 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 18.9 North: White Chapel Blvd. 7 L2 86 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 18.1 4 T1 316 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 18.1 14 R2 191 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 17.9 Approach 593 3.0 1.001 63.7 LOS E 19.0 486.3 1.00 1.72 18.0 West: Dove Road 5 L2 235 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 19.2 2 T1 290 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 19.2 12 R2 50 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 18.9 Approach 575 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 19.2 All Vehicles 2211 3.0 1.001 52.4 LOS D 19.0 486.3 0.96 1.51 19.8 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Friday, April 6, 2018 10:26:04 AM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2026 Background plus site AM.sip7 MOVEMENT SUMMARY Site:101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background plus Site -PM Peak Hour Roundabout Movement Performance -Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average SpeedTotalHVVehiclesDistance veh/h %v/c sec veh ft per veh mph South: White Chapel Blvd 3 L2 97 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 26.3 8 T1 336 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 26.3 18 R2 139 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 25.8 Approach 572 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 26.2 East: Dove Road 1 L2 153 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 24.4 6 T1 239 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 24.4 16 R2 105 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 23.9 Approach 498 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 24.3 North: White Chapel Blvd. 7 L2 90 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 12.4 4 T1 467 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 12.5 14 R2 228 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 12.3 Approach 786 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 12.4 West: Dove Road 5 L2 138 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 25.9 2 T1 189 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 26.0 12 R2 97 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 25.5 Approach 424 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 25.8 All Vehicles 2279 3.0 1.186 59.2 LOS E 53.2 1361.4 0.90 1.68 18.7 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 | Copyright © 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC | Processed: Friday, April 6, 2018 10:28:06 AM Project: K:\DAL_TPTO\1project\064514101 -Carillon TIA Southlake\Roundabout\2026 Background plus site PM.sip7