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Item 6A TIA - Vol 2 - 20180430Volume 2 – Appendix Carillon Parc Southlake, Texas Original Submission: April 6, 2018 Revised Submission: April 30, 2018 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064514101 Registered Firm F-928 ZA18-0006 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 D r i v e 4 SH 114 WBFR Dove Road S t . T r o p e z D r i v e D r i v e 1 R i v i e r a L a n e S o u t h m o n t D r i v e W h i t e C h a p e l B o u l e v a r d 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 Movements Y = Weekday PM Peak Hour Turning Movements Volumes 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 D r i v e 4 SH 114 WBFR Dove Road S t . T r o p e z D r i v e D r i v e 1 R i v i e r a L a n e S o u t h m o n t D r i v e W h i t e C h a p e l B o u l e v a r d 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 D r i v e 4 SH 114 WBFR Dove Road S t . T r o p e z D r i v e D r i v e 1 R i v i e r a L a n e S o u t h m o n t D r i v e W h i t e C h a p e l B o u l e v a r d 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 Movements Y = Weekday PM Peak Hour Turning Movements Volumes 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 D r i v e 4 SH 114 WBFR Dove Road S t . T r o p e z D r i v e D r i v e 1 R i v i e r a L a n e S o u t h m o n t D r i v e W h i t e C h a p e l B o u l e v a r d 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 Movements Y = Weekday PM Peak Hour Turning Movements Volumes 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 D r i v e 4 SH 114 WBFR Dove Road S t . T r o p e z D r i v e D r i v e 1 R i v i e r a L a n e S o u t h m o n t D r i v e W h i t e C h a p e l B o u l e v a r d kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 TIA Review Comments and Responses kimley-horn.com 13455 Noel Road, Two Galleria Suite 700, Dallas, TX 75240 972 770 1300 MEMORANDUM To:Steven Anderson, P.E. City of Southlake From:Scot A. Johnson, P.E., PTOE Kimley-Horn and Associates, Inc. Date:April 30, 2018 Subject:Response to TIA Review Comments Carillon Parc The following are responses to the April 20, 2018 TIA review comments by Lee Engineering. Each comment needing a response is reproduced in italics and then the response is listed. Comment: 8. A westbound left turn lane on Kirkwood Boulevard at Drive 1 is not shown on the site plan. As the driveway will serve a median opening on a divided thoroughfare, a left turn lane is required per the City Driveway ordinance. Response: The site plan has been updated and the westbound left-turn lane is included at Drive 1. Comment: 9. As Kirkwood Boulevard is ultimately planned to extend westward and become a thoroughfare, Lee Engineering recommends that two outbound lanes be considered for Drive 1 at Kirkwood Boulevard due to the heavy left turn egress volumes. Response: The separate left- and right-turn lanes are now included at Drive 1. Comment: 10. The study states that there is no public access from the site to Riviera Lane or Carillon Court. The site plan appears to show roadway connections and it is unclear if these connections will be gates. Response: The connections will be gated to allow emergency access only. The locations of the gates have been emphasized on the new site plan. Comment: 11. The study also recommends that traffic volumes at the intersection of Kirkwood Boulevard and White Chapel Boulevard be monitored for signalization in the future. The study states that warrants are not currently met. ·As this intersection includes two major thoroughfares and based on the predicted traffic volumes, we believe a traffic signal is likely warranted during the 2021 build-out year of the development. Alternatively, roundabout control could be considered at this location. Response: Signalization seems to match the intersection pattern already established along the future Kirkwood Boulevard corridor. Page 2 kimley-horn.com 12750 Merit Drive, Suite 1000, Dallas, TX 75251 972 770 1300 Comment: 12. Lengthy delays and poor operations are predicted for the left turn egress from Drive 3. The study states the future signal north of Drive 3 at Kirkwood Boulevard will provide gaps and may improve operations for the egress movement. Consider evaluating traffic signal warrants or roundabout control at the Driveway 3 intersection. Response: The operation at Drive 3 is typical for median openings on busy thoroughfares, where the outbound left-turn movement provides useful access throughout the day but experiences significant delay during one or both peak hours. For Drive 3, it is the PM peak hour which shows the noticeable delay. If the outbound left-turn delay in unacceptable to some drivers, they have alternate routes available through Drive 4 directly to SH 114 WBFR, and through the other site driveways. With only approximately 500’ between SH 114 WBFR and Drive 3, a traffic signal would generally be considered undesirable for Drive 3. A two-lane roundabout can function at those distances, even with the arrival of platooned vehicles from the adjacent signals, but its size and cost are considered excessive to correct a short period of delays leaving a private site. Comment: 13. Based on predicted westbound right turn volumes exceeding 425 vehicles per hour on the westbound SH 114 approach to White Chapel, a future westbound right turn lane at this intersection may be desirable. Based on the data in the report, approximately half of the traffic making this movement is site traffic for the development. Response: While the intersection continues to operate at satisfactory conditions with background growth, other developments, and the site traffic on the existing lanes, it is agreed that the addition of a westbound right-turn lane from SH 114 WBFR to White Chapel Boulevard would be favorable. Comment: Minor Action Comments 14-20 Response: The TIA was updated to address these minor comments. END 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 V O L U M E TIME 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 V O L U M E TIME 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 V O L U M E TIME 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 V O L U M E TIME 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 V O L U M E TIME 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 V O L U M E TIME 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 V O L U M E TIME 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 V O L U M E TIME 1 o f 6 3 o f 6 5 o f 6 1 o f 6 3 o f 6 5 o f 6 1 o f 6 3 o f 6 5 o f 6 1 o f 7 4 o f 7 6 o f 7 1 o f 7 4 o f 7 6 o f 7 1 o f 7 4 o f 7 6 o f 7 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Internal Capture Worksheets Village at Carillon Parc Enter Exit Enter Exit Enter Exit Office 560 560 108 18 19 101 Retail 3,716 3,716 115 70 360 390 Restaurant 1,845 1,845 26 6 230 113 Cinema/Entertainment 0 0 0 0 139 9 Residential 136 136 5 13 13 9 Hotel 1,317 1,317 77 53 90 87 Gross Trips Total:7,572 7,572 0 0 0 0 Enter Exit Enter Exit Enter Exit Office 233 324 9 11 9 25 Retail 781 953 11 13 79 110 Restaurant 1,045 736 20 3 88 68 Cinema/Entertainment 0 0 0 0 25 6 Residential 50 63 0 3 10 6 Hotel 187 220 0 10 23 19 Internal Trips Totals:2,296 2,296 40 40 234 234 % Reduction Enter Exit Enter Exit Enter Exit Office 327 236 99 7 10 76 Retail 2,935 2,763 104 57 281 280 Restaurant 800 1,109 6 3 142 45 Cinema/Entertainment 0 0 0 0 114 3 Residential 86 73 5 10 3 3 Hotel 1,130 1,097 77 43 67 68 External Trips Total:5,276 5,276 291 120 617 475 GROSS TRIP GENERATION I N P U T Land Use Daily A.M. Peak Hour P.M. Peak Hour Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook , 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY INTERNAL TRIPS O U T P U T Land Use Daily A.M. Peak Hour P.M. Peak Hour 30.3%0.0%0.0% EXTERNAL TRIPS O U T P U T Land Use Daily A.M. Peak Hour P.M. Peak Hour 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 6 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.969 0.499 Satd. 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 40 Link 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 7 Shared 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 2.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)23.2 23.2 31.0 29.0 18.0 Actuated g/C Ratio 0.31 0.31 0.41 0.39 0.24 v/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 24.7 LOS C B A A C Approach Delay 19.1 3.2 24.7 Approach LOS B A C Queue Length 50th (ft)90 50 6 6 59 Queue 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 0 Spillback 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: 75.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 16.7 Intersection LOS: B Intersection 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 5.0 Minimum 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 4.0 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 3.0 Recall Mode None Max None None None Walk 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 Delay Total Delay LOS 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 Reductn Spillback 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 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)31 111 Link 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 0.92 Adj. 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 No Lane 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 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 16 Permitted 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 Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 12 16 Permitted 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 30.9 Actuated 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 0.0 Total 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 C Queue 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:Other Cycle Length: 60 Actuated Cycle Length: 75.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection 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 3.0 Recall Mode None None Max None None Walk 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 Delay Total Delay LOS 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 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 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 0 HCM 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 0 Sign 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 0 Sign 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 -- 8.7 HCM 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 0 Sign 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)-- 10.4 HCM 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 9 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.978 0.472 Satd. 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 40 Link 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 10 Shared 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 2.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)17.5 17.5 33.8 33.1 18.2 Actuated g/C Ratio 0.24 0.24 0.47 0.46 0.25 v/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 24.3 LOS D C A A C Approach Delay 37.6 5.8 24.3 Approach LOS D A C Queue Length 50th (ft)167 136 14 10 68 Queue 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 0 Spillback 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: 72.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 28.5 Intersection LOS: C Intersection 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 5.0 Minimum 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 9.0 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 3.0 Recall Mode None Max None None None Walk 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 Delay Total Delay LOS 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 Reductn Spillback 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 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)138 254 Link 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 0.92 Adj. 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 No Lane 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 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 16 Permitted 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 Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 12 16 Permitted 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 34.0 Actuated 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 0.0 Total 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 B Queue 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:Other Cycle Length: 60 Actuated Cycle Length: 72.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.87 Intersection 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 3.0 Recall Mode None None Max None None Walk 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 Delay Total Delay LOS 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 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 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 0 HCM 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 0 Sign 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 0 Sign 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 -- 8.6 HCM 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 0 Sign 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)-- 10.4 HCM 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 7 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.967 0.434 Satd. 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 40 Link 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 8 Shared 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 43.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash 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 0.36 v/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 27.9 LOS C C B B C Approach Delay 29.1 14.9 27.9 Approach LOS C B C Queue Length 50th (ft)225 143 43 44 101 Queue 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 0 Spillback 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: 120 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 24.7 Intersection LOS: C Intersection 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 5.0 Minimum 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 46.0 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS 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 Reductn Spillback 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 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)16 47 Link 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 0.92 Adj. 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 No Lane 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 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 6 Permitted 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 Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 60.0 Actuated 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 0.3 Total 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 D Queue 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:Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS 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 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 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 0 HCM 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 0 Sign 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 0 Sign 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 -- 8.7 HCM 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 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 0 Sign 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)-- 12 HCM 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 0 Sign 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)-- 10.9 HCM 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 11 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.974 0.363 Satd. 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 40 Link 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 12 Shared 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 29.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash 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 0.26 v/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 37.2 LOS C C D D D Approach Delay 28.4 44.7 37.2 Approach LOS C D D Queue Length 50th (ft)328 285 126 80 125 Queue 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 0 Spillback 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: 113.4 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 33.1 Intersection LOS: C Intersection 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 5.0 Minimum 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 18.0 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 3.0 Recall Mode Max Max None Walk 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) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS 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 Reductn Spillback 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 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)149 235 Link 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 0.92 Adj. 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 No Lane 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 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 6 Permitted 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 Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted 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 0.0 Total 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 3.0 Recall Mode None None Max Max Walk 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 88.2 Actuated 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 0.1 Total 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 A Queue 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:Other Cycle Length: 120 Actuated Cycle Length: 113.4 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS 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 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 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 0 HCM 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 0 Sign 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 0 Sign 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 -- 8.7 HCM 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 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 0 Sign 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)-- 12.4 HCM 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 0 Sign 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)-- 11 HCM 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 64 212 170 517 0 0 538 16 Future Volume (vph)0 0 0 638 64 212 170 517 0 0 538 16 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.974 0.377 Satd. 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 40 Link 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 70 230 185 562 0 0 585 17 Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 346 647 0 185 562 0 0 602 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 43.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash Dont Walk (s)11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)46.0 46.0 53.0 60.0 43.0 Actuated g/C Ratio 0.38 0.38 0.44 0.50 0.36 v/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 28.5 LOS C C C B C Approach Delay 28.5 17.2 28.5 Approach LOS C B C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 24.9 Intersection LOS: C Intersection Capacity Utilization 86.0%ICU Level of Service E Analysis Period (min) 15 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 4 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum 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 46.0 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS Approach Delay Approach LOS 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 5 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 0 550 628 383 858 0 Future Volume (vph)65 986 158 0 0 0 0 550 628 383 858 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)16 37 Link 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 0.92 Adj. Flow (vph)71 1072 172 0 0 0 0 598 683 416 933 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)64 1251 0 0 0 0 0 1281 0 416 933 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 6 Permitted 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 6 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted 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 7 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 60.0 Actuated 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 69.3 127.1 23.4 Queue Delay 0.0 0.0 0.0 0.0 0.3 Total Delay 24.5 56.3 69.3 127.1 23.7 LOS C E E F C Approach Delay 54.8 69.3 55.6 Approach LOS D E E Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 59.8 Intersection LOS: E Intersection Capacity Utilization 86.0%ICU Level of Service E Analysis Period (min) 15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. 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 8 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS Approach Delay Approach LOS 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 4.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 138 35 316 74 43 445 Future Vol, veh/h 138 35 316 74 43 445 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 150 38 343 80 47 484 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 920 343 0 0 343 0 Stage 1 343 ----- 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 301 700 -- 1216 - Stage 1 719 ----- Stage 2 562 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 285 700 -- 1216 - Mov Cap-2 Maneuver 285 ----- Stage 1 719 ----- Stage 2 532 ----- Approach WB NB SB HCM Control Delay, s 26.7 0 0.7 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 285 700 1216 - HCM Lane V/C Ratio -- 0.526 0.054 0.038 - HCM Control Delay (s)-- 30.8 10.4 8.1 0 HCM 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 0 Sign 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 51 0 9 2 0 56 Future Vol, veh/h 27 65 45 23 58 1 51 0 9 2 0 56 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign 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 55 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 0.093 0.019 -- 0.016 -- 0.062 HCM Control Delay (s)10.6 7.4 -- 7.4 0 - 8.8 HCM 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 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 9 381 90 0 583 Future Vol, veh/h 0 9 381 90 0 583 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 150 -- 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 0 10 414 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 -- 0.012 - HCM Control Delay (s)-- 9.6 - HCM Lane LOS --A - HCM 95th %tile Q(veh)--0 - 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 18 454 218 58 525 Future Vol, veh/h 43 18 454 218 58 525 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 47 20 493 237 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 0 Sign 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)-- 12.7 HCM 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 0 Sign 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)-- 11.1 HCM 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 0 992 285 412 167 525 0 0 888 52 Future Volume (vph)0 0 0 992 285 412 167 525 0 0 888 52 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.982 0.137 Satd. 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)114 7 Link Speed (mph)45 45 40 40 Link 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 310 448 182 571 0 0 965 57 Shared Lane Traffic (%)42% Lane Group Flow (vph)0 0 0 625 1211 0 182 571 0 0 1022 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 29.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash 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 0.25 v/c Ratio 0.88 0.83 0.64 0.37 0.80 Control Delay 44.6 31.5 53.6 48.0 46.9 Queue Delay 0.3 0.1 0.0 0.0 0.1 Total Delay 44.9 31.7 53.6 48.0 47.0 LOS D C D D D Approach Delay 36.2 49.3 47.0 Approach LOS D D D Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 116 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 42.0 Intersection LOS: D Intersection Capacity Utilization 91.8%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 3: White Chapel & SH 114 WBFR 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 5.0 Minimum 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 18.0 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary 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 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)84 64 165 0 0 0 0 657 448 562 1227 0 Future Volume (vph)84 64 165 0 0 0 0 657 448 562 1227 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)98 149 Link 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 0.92 Adj. Flow (vph)91 70 179 0 0 0 0 714 487 611 1334 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)82 258 0 0 0 0 0 1201 0 611 1334 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 6 Permitted 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 6 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted 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 7 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 86.0 Actuated 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 51.2 32.5 34.4 41.9 6.9 Queue Delay 0.0 0.0 0.0 1.0 0.3 Total Delay 51.2 32.5 34.4 43.0 7.2 LOS D C C D A Approach Delay 37.0 34.4 18.4 Approach LOS D C B Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 116 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 25.7 Intersection LOS: C Intersection Capacity Utilization 91.8%ICU Level of Service F Analysis Period (min) 15 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 8 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS Approach Delay Approach LOS 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 49.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 251 54 451 136 53 565 Future Vol, veh/h 251 54 451 136 53 565 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 273 59 490 148 58 614 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1219 490 0 0 490 0 Stage 1 490 ----- Stage 2 729 ----- 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 ~ 199 578 -- 1073 - Stage 1 616 ----- Stage 2 477 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 183 578 -- 1073 - Mov Cap-2 Maneuver ~ 183 ----- Stage 1 616 ----- Stage 2 438 ----- Approach WB NB SB HCM Control Delay, s 244.5 0 0.7 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 183 578 1073 - HCM Lane V/C Ratio -- 1.491 0.102 0.054 - HCM Control Delay (s)-- 294.5 11.9 8.5 0 HCM Lane LOS --F B A A HCM 95th %tile Q(veh)-- 17.2 0.3 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 127 13 1 72 11 0 Future Vol, veh/h 127 13 1 72 11 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign 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 138 14 1 78 12 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 152 0 186 76 Stage 1 ---- 145 - 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 -- 1426 - 786 970 Stage 1 ---- 867 - Stage 2 ---- 976 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1426 - 785 970 Mov Cap-2 Maneuver ---- 785 - Stage 1 ---- 867 - 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)785 -- 1426 - 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 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 94 80 40 41 2 246 0 41 5 0 26 Future Vol, veh/h 24 94 80 40 41 2 246 0 41 5 0 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 150 ----0 --- 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 87 43 45 2 267 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 -- 629 593 1006 645 593 1048 Mov Cap-2 Maneuver ------ 629 593 - 645 593 - Stage 1 ------ 819 756 - 843 762 - Stage 2 ------ 836 762 - 838 756 - Approach EB WB NB SB HCM Control Delay, s 0.9 3.6 14 8.9 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)629 1006 1559 -- 1488 -- 952 HCM Lane V/C Ratio 0.425 0.044 0.017 -- 0.029 -- 0.035 HCM Control Delay (s)14.9 8.7 7.3 -- 7.5 -- 8.9 HCM Lane LOS B A A --A --A HCM 95th %tile Q(veh)2.1 0.1 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 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 41 546 160 0 817 Future Vol, veh/h 0 41 546 160 0 817 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 150 -- 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 0 45 593 174 0 888 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 297 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 0 699 --0 - Stage 1 0 ---0 - Stage 2 0 ---0 - Platoon blocked, %--- Mov Cap-1 Maneuver - 699 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 10.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)-- 699 - HCM Lane V/C Ratio -- 0.064 - HCM Control Delay (s)-- 10.5 - HCM Lane LOS --B - HCM 95th %tile Q(veh)-- 0.2 - 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 32.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 205 88 624 327 82 735 Future Vol, veh/h 205 88 624 327 82 735 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 223 96 678 355 89 799 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1256 339 0 0 678 0 Stage 1 678 ----- Stage 2 578 ----- 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 ~ 163 657 -- 910 - Stage 1 466 ----- Stage 2 524 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 147 657 -- 910 - Mov Cap-2 Maneuver ~ 147 ----- Stage 1 466 ----- Stage 2 473 ----- Approach WB NB SB HCM Control Delay, s 226.8 0 0.9 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 147 657 910 - HCM Lane V/C Ratio -- 1.516 0.146 0.098 - HCM Control Delay (s)--$ 319.3 11.4 9.4 - HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 15 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 0 712 128 0 236 Future Vol, veh/h 0 0 712 128 0 236 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign 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 0 774 139 0 257 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 18.4 HCM LOS C Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.491 HCM Control Delay (s)-- 18.4 HCM 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 0 Sign 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)-- 11.8 HCM 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 8 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.967 0.411 Satd. 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 40 Link 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 9 Shared 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 45.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash 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 0.38 v/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 26.7 LOS D C B A C Approach Delay 34.8 7.8 26.7 Approach LOS C A C Queue Length 50th (ft)263 170 21 21 108 Queue 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 0 Spillback 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: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.10 Intersection Signal Delay: 24.8 Intersection LOS: C Intersection 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 5.0 Minimum 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 45.0 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS 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 Reductn Spillback 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 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)16 33 Link 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 0.92 Adj. 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 No Lane 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 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 6 Permitted 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 Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 61.0 Actuated 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 0.4 Total 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 D Queue 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:Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.10 Intersection 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS 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 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 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 0 HCM 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 0 Sign 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 0 Sign 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 -- 8.8 HCM 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 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 0 Sign 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)-- 12 HCM 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 0 Sign 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)-- 11.2 HCM 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 12 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.974 0.318 Satd. 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 40 Link 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 13 Shared 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 24.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash 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 0.22 v/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 40.4 LOS C C D D D Approach Delay 27.3 47.3 40.4 Approach LOS C D D Queue Length 50th (ft)336 294 127 78 140 Queue 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 0 Spillback 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: 107.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 33.7 Intersection LOS: C Intersection 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 5.0 Minimum 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 18.0 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS 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 Reductn Spillback 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 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)127 264 Link 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 0.92 Adj. 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 No Lane 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 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 6 Permitted 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 Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 82.4 Actuated 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 0.1 Total 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 B Queue 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:Other Cycle Length: 120 Actuated Cycle Length: 107.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS 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 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 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 0 HCM 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 0 Sign 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 0 Sign 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 -- 8.7 HCM 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 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 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 0 Sign 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)-- 12.4 HCM 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 0 Sign 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)-- 11.3 HCM 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 68 220 183 537 0 0 577 17 Future Volume (vph)0 0 0 680 68 220 183 537 0 0 577 17 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.974 0.358 Satd. Flow (perm)0 0 0 1610 3130 0 667 3539 0 0 5065 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)80 4 Link Speed (mph)45 45 40 40 Link 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 74 239 199 584 0 0 627 18 Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 369 683 0 199 584 0 0 645 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 45.0 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 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead-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 7.0 Flash 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 0.38 v/c Ratio 0.67 0.61 0.45 0.30 0.34 Control Delay 40.9 31.4 15.6 9.4 27.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 40.9 31.4 15.6 9.4 27.3 LOS D C B A C Approach Delay 34.7 11.0 27.3 Approach LOS C B C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.23 Intersection Signal Delay: 25.3 Intersection LOS: C Intersection Capacity Utilization 90.9%ICU Level of Service E Analysis Period (min) 15 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 4 Lane Group Ø5 Ø6 Ø18 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum 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 45.0 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS Approach Delay Approach LOS 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 5 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 0 582 675 404 919 0 Future Volume (vph)66 1069 171 0 0 0 0 582 675 404 919 0 Ideal 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 0.919 Flt Protected 0.950 0.950 Satd. Flow (prot)1610 3319 0 0 0 0 0 4673 0 1770 3539 0 Flt Permitted 0.950 0.118 Satd. Flow (perm)1610 3319 0 0 0 0 0 4673 0 220 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)16 26 Link 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 0.92 Adj. Flow (vph)72 1162 186 0 0 0 0 633 734 439 999 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)65 1355 0 0 0 0 0 1367 0 439 999 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 6 Permitted 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 6 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted 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 7 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 61.0 Actuated 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 71.2 162.5 22.6 Queue Delay 0.0 0.0 0.0 0.0 0.3 Total Delay 25.1 86.1 71.2 162.5 22.9 LOS C F E F C Approach Delay 83.3 71.2 65.5 Approach LOS F E E Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.23 Intersection Signal Delay: 73.3 Intersection LOS: E Intersection Capacity Utilization 90.9%ICU Level of Service E Analysis Period (min) 15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. 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 8 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS Approach Delay Approach LOS 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 5.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 147 37 341 78 45 478 Future Vol, veh/h 147 37 341 78 45 478 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 160 40 371 85 49 520 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 988 371 0 0 371 0 Stage 1 371 ----- 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 274 675 -- 1188 - Stage 1 698 ----- Stage 2 538 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 258 675 -- 1188 - Mov Cap-2 Maneuver 258 ----- Stage 1 698 ----- Stage 2 507 ----- Approach WB NB SB HCM Control Delay, s 33.5 0 0.7 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 258 675 1188 - HCM Lane V/C Ratio -- 0.619 0.06 0.041 - HCM Control Delay (s)-- 39.2 10.7 8.2 0 HCM Lane LOS --E B A A HCM 95th %tile Q(veh)-- 3.7 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 0 Sign 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 51 0 9 3 0 61 Future Vol, veh/h 30 69 45 23 63 1 51 0 9 3 0 61 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 150 ----0 --- 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 55 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 -- 647 619 1026 688 620 1030 Mov Cap-2 Maneuver ------ 647 619 - 688 620 - Stage 1 ------ 831 763 - 854 783 - Stage 2 ------ 842 783 - 864 763 - Approach EB WB NB SB HCM Control Delay, s 1.5 2 10.7 8.8 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)647 1026 1529 -- 1522 -- 1007 HCM Lane V/C Ratio 0.086 0.01 0.021 -- 0.016 -- 0.069 HCM Control Delay (s)11.1 8.5 7.4 -- 7.4 -- 8.8 HCM Lane LOS B A A --A --A HCM 95th %tile Q(veh)0.3 0 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 9 411 90 0 625 Future Vol, veh/h 0 9 411 90 0 625 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 150 -- 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 0 10 447 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 -- 0.013 - HCM Control Delay (s)-- 9.7 - HCM Lane LOS --A - HCM 95th %tile Q(veh)--0 - 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 18 484 218 58 567 Future Vol, veh/h 43 18 484 218 58 567 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 47 20 526 237 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 0 Sign 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)-- 12.7 HCM 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 0 Sign 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)-- 11.4 HCM 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 301 430 181 541 0 0 932 53 Future Volume (vph)0 0 0 1054 301 430 181 541 0 0 932 53 Ideal 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 25 Lane 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 0 Flt Permitted 0.950 0.981 0.133 Satd. 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 40 Link 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 327 467 197 588 0 0 1013 58 Shared Lane Traffic (%)42% Lane Group Flow (vph)0 0 0 665 1275 0 197 588 0 0 1071 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 1 2 2 Detector Template Left Thru Left Thru Thru Leading Detector (ft)20 100 20 100 100 Trailing 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+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 0.0 Detector 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+Ex Detector 2 Channel Detector 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 Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 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 5.0 Minimum 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 30.0 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)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead-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 7.0 Flash 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 0.26 v/c Ratio 0.90 0.85 0.79 0.65 0.82 Control Delay 46.7 32.2 63.8 70.0 47.5 Queue Delay 0.7 0.2 0.0 0.0 0.2 Total Delay 47.4 32.4 63.8 70.0 47.7 LOS D C E E D Approach Delay 37.5 68.5 47.7 Approach LOS D E D Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 117 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 46.8 Intersection LOS: D Intersection Capacity Utilization 95.7%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 3: White Chapel & SH 114 WBFR 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 5.0 Minimum 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 18.0 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary 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 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)85 66 178 0 0 0 0 687 472 584 1306 0 Future Volume (vph)85 66 178 0 0 0 0 687 472 584 1306 0 Ideal 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 0.950 Satd. 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 Yes Satd. Flow (RTOR)83 151 Link 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 0.92 Adj. Flow (vph)92 72 193 0 0 0 0 747 513 635 1420 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)83 274 0 0 0 0 0 1260 0 635 1420 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 Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 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 6 Permitted 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 6 Lane Group Ø1 Ø2 Ø14 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. 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 Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway 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 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 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 14 Permitted 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 7 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 0.0 Total 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 3.0 Recall Mode None None Max None Walk 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 87.1 Actuated 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 51.5 37.5 35.0 43.7 6.7 Queue Delay 0.0 0.0 0.0 2.3 0.4 Total Delay 51.5 37.5 35.0 46.0 7.1 LOS D D C D A Approach Delay 40.8 35.0 19.2 Approach LOS D C B Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 117 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 26.7 Intersection LOS: C Intersection Capacity Utilization 95.7%ICU Level of Service F Analysis Period (min) 15 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 8 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 3.0 Recall Mode None Max None Walk 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 Delay Total Delay LOS Approach Delay Approach LOS 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 64.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 256 55 481 141 54 607 Future Vol, veh/h 256 55 481 141 54 607 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 278 60 523 153 59 660 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1300 523 0 0 523 0 Stage 1 523 ----- Stage 2 777 ----- 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 ~ 178 554 -- 1043 - Stage 1 595 ----- Stage 2 453 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 162 554 -- 1043 - Mov Cap-2 Maneuver ~ 162 ----- Stage 1 595 ----- Stage 2 413 ----- Approach WB NB SB HCM Control Delay, s$ 328.7 0 0.7 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 162 554 1043 - HCM Lane V/C Ratio -- 1.718 0.108 0.056 - HCM Control Delay (s)--$ 396.7 12.3 8.7 0 HCM Lane LOS --F B A A HCM 95th %tile Q(veh)-- 19.8 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 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 131 14 1 74 12 0 Future Vol, veh/h 131 14 1 74 12 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign 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 142 15 1 80 13 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 158 0 192 79 Stage 1 ---- 150 - 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 -- 1419 - 779 965 Stage 1 ---- 862 - Stage 2 ---- 975 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1419 - 778 965 Mov Cap-2 Maneuver ---- 778 - Stage 1 ---- 862 - 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)778 -- 1419 - 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 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 99 80 40 44 3 246 0 41 5 0 28 Future Vol, veh/h 26 99 80 40 44 3 246 0 41 5 0 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length 150 - 150 150 ----0 --- 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 87 43 48 3 267 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 -- 614 582 1002 633 583 1044 Mov Cap-2 Maneuver ------ 614 582 - 633 583 - 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 14.4 8.9 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)614 1002 1553 -- 1480 -- 950 HCM Lane V/C Ratio 0.435 0.044 0.018 -- 0.029 -- 0.038 HCM Control Delay (s)15.3 8.8 7.4 -- 7.5 -- 8.9 HCM Lane LOS C A A --A --A HCM 95th %tile Q(veh)2.2 0.1 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 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 41 580 160 0 862 Future Vol, veh/h 0 41 580 160 0 862 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 150 -- 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 0 45 630 174 0 937 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 10.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)-- 681 - HCM Lane V/C Ratio -- 0.065 - HCM Control Delay (s)-- 10.7 - HCM Lane LOS --B - HCM 95th %tile Q(veh)-- 0.2 - 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 37.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 205 88 658 327 82 780 Future Vol, veh/h 205 88 658 327 82 780 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 223 96 715 355 89 848 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1317 358 0 0 715 0 Stage 1 715 ----- Stage 2 602 ----- 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 ~ 149 638 -- 881 - Stage 1 446 ----- Stage 2 510 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 134 638 -- 881 - Mov Cap-2 Maneuver ~ 134 ----- Stage 1 446 ----- Stage 2 458 ----- Approach WB NB SB HCM Control Delay, s 274.1 0 0.9 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 134 638 881 - HCM Lane V/C Ratio -- 1.663 0.15 0.101 - HCM Control Delay (s)--$ 386.8 11.6 9.5 - HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 16.2 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 0 712 128 0 236 Future Vol, veh/h 0 0 712 128 0 236 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign 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 0 774 139 0 257 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 18.4 HCM LOS C Minor Lane/Major Mvmt WBT WBR SBLn1 Capacity (veh/h)-- 522 HCM Lane V/C Ratio -- 0.491 HCM Control Delay (s)-- 18.4 HCM 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 0 Sign 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)-- 12.1 HCM 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 - 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 18.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 251 54 451 136 53 565 Future Vol, veh/h 251 54 451 136 53 565 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 273 59 490 148 58 614 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 912 490 0 0 490 0 Stage 1 490 ----- 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 288 577 -- 1071 - Stage 1 615 ----- Stage 2 630 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 264 577 -- 1071 - Mov Cap-2 Maneuver ~ 264 ----- Stage 1 615 ----- Stage 2 578 ----- Approach WB NB SB HCM Control Delay, s 89.4 0 1 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 264 577 1071 - HCM Lane V/C Ratio -- 1.033 0.102 0.054 - HCM Control Delay (s)-- 106.1 11.9 8.6 0.3 HCM Lane LOS --F B A A HCM 95th %tile Q(veh)-- 10.7 0.3 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM - MITIGATION HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM - MITIGATION Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 32.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 205 88 624 327 82 735 Future Vol, veh/h 205 88 624 327 82 735 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 223 96 678 355 89 799 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1256 339 0 0 678 0 Stage 1 678 ----- Stage 2 578 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver ~ 163 657 -- 910 - Stage 1 466 ----- Stage 2 524 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 147 657 -- 910 - Mov Cap-2 Maneuver ~ 147 ----- Stage 1 466 ----- Stage 2 473 ----- Approach WB NB SB HCM Control Delay, s 226.8 0 0.9 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 147 657 910 - HCM Lane V/C Ratio -- 1.516 0.146 0.098 - HCM Control Delay (s)--$ 319.3 11.4 9.4 - HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 15 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 - 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 24.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 256 55 481 141 54 607 Future Vol, veh/h 256 55 481 141 54 607 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 -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 278 60 523 153 59 660 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 970 523 0 0 523 0 Stage 1 523 ----- 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 ~ 265 553 -- 1042 - Stage 1 594 ----- Stage 2 612 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 241 553 -- 1042 - Mov Cap-2 Maneuver ~ 241 ----- Stage 1 594 ----- Stage 2 558 ----- Approach WB NB SB HCM Control Delay, s 125.2 0 1 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 241 553 1042 - HCM Lane V/C Ratio -- 1.155 0.108 0.056 - HCM Control Delay (s)-- 149.4 12.3 8.7 0.3 HCM Lane LOS --F B A A HCM 95th %tile Q(veh)-- 12.8 0.4 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM - MITIGATION HCM 2010 TWSC 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM - MITIGATION Synchro 9 Report JMH Page 2 Intersection Int Delay, s/veh 37.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 205 88 658 327 82 780 Future Vol, veh/h 205 88 658 327 82 780 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - Veh in Median Storage, # 0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 223 96 715 355 89 848 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1317 358 0 0 715 0 Stage 1 715 ----- Stage 2 602 ----- Critical Hdwy 6.84 6.94 -- 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 -- 2.22 - Pot Cap-1 Maneuver ~ 149 638 -- 881 - Stage 1 446 ----- Stage 2 510 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 134 638 -- 881 - Mov Cap-2 Maneuver ~ 134 ----- Stage 1 446 ----- Stage 2 458 ----- Approach WB NB SB HCM Control Delay, s 274.1 0 0.9 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 134 638 881 - HCM Lane V/C Ratio -- 1.663 0.15 0.101 - HCM Control Delay (s)--$ 386.8 11.6 9.5 - HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 16.2 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 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)353 54 451 136 53 565 Future Volume (vph)353 54 451 136 53 565 Ideal 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 0.996 Satd. Flow (prot)1770 1583 1863 1583 0 1855 Flt Permitted 0.950 0.920 Satd. Flow (perm)1770 1583 1863 1583 0 1714 Right Turn on Red Yes Yes Satd. Flow (RTOR)59 148 Link 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 0.92 Adj. Flow (vph)384 59 490 148 58 614 Shared Lane Traffic (%) Lane Group Flow (vph)384 59 490 148 0 672 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)24 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted 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 0.0 Total 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 3.0 Recall Mode None None C-Max C-Max C-Max C-Max Walk 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 29.7 Actuated g/C Ratio 0.27 0.27 0.50 0.50 0.50 v/c Ratio 0.80 0.12 0.53 0.17 0.79 Control Delay 33.9 5.8 18.8 6.6 22.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 33.9 5.8 18.8 6.6 22.9 LOS C A B A C Approach Delay 30.2 16.0 22.9 Approach LOS C B C Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 22.2 Intersection LOS: C Intersection Capacity Utilization 93.5%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 2021 Background + Site-Generated - PM - MIT - Signalized Lanes, Volumes, Timings 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2021 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 3 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)103 88 624 327 82 735 Future Volume (vph)103 88 624 327 82 735 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 150 500 Storage Lanes 1 1 1 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)1770 1583 3539 1583 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 1583 3539 1583 1770 3539 Link Speed (mph)30 40 40 Link Distance (ft)278 563 540 Travel Time (s)6.3 9.6 9.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)112 96 678 355 89 799 Shared Lane Traffic (%) Lane Group Flow (vph)112 96 678 355 89 799 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two 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 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 37.5%ICU Level of Service A Analysis Period (min) 15 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 4 Intersection Int Delay, s/veh 4.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 103 88 624 327 82 735 Future Vol, veh/h 103 88 624 327 82 735 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 500 - 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 112 96 678 355 89 799 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1256 339 0 0 678 0 Stage 1 678 ----- Stage 2 578 ----- 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 *163 *848 -- 1234 - Stage 1 *770 ----- Stage 2 *771 ----- Platoon blocked, %1 --1 - Mov Cap-1 Maneuver *151 *848 -- 1234 - Mov Cap-2 Maneuver *151 ----- Stage 1 *770 ----- Stage 2 *715 ----- Approach WB NB SB HCM Control Delay, s 46.1 0 0.8 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 151 848 1234 - HCM Lane V/C Ratio -- 0.741 0.113 0.072 - HCM Control Delay (s)-- 77.1 9.8 8.1 - HCM Lane LOS --F A A - HCM 95th %tile Q(veh)-- 4.5 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)358 55 481 141 54 607 Future Volume (vph)358 55 481 141 54 607 Ideal 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 0.996 Satd. Flow (prot)1770 1583 1863 1583 0 1855 Flt Permitted 0.950 0.919 Satd. Flow (perm)1770 1583 1863 1583 0 1712 Right Turn on Red Yes Yes Satd. Flow (RTOR)60 153 Link 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 0.92 Adj. Flow (vph)389 60 523 153 59 660 Shared Lane Traffic (%) Lane Group Flow (vph)389 60 523 153 0 719 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)24 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two 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 2 Detector 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 6 Detector 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 0.0 Detector 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+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted 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 0.0 Total 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 3.0 Recall Mode None None C-Max C-Max C-Max C-Max Walk 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 29.6 Actuated g/C Ratio 0.27 0.27 0.49 0.49 0.49 v/c Ratio 0.80 0.13 0.57 0.18 0.85 Control Delay 34.3 5.8 16.2 3.4 27.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 34.3 5.8 16.2 3.4 27.3 LOS C A B A C Approach Delay 30.5 13.3 27.3 Approach LOS C B C Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 97.6%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 2: White Chapel & Kirkwood Carillon Mixed-Use TIA 2026 Background + Site-Generated - PM - MIT - Signalized Lanes, Volumes, Timings 8: White Chapel & Drive 3 Carillon Mixed-Use TIA 04/02/2018 2026 Background + Site-Generated - PM - MIT - Signalized Synchro 9 Report JMH Page 3 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)103 88 658 327 82 780 Future Volume (vph)103 88 658 327 82 780 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 150 175 Storage Lanes 1 1 1 1 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)1770 1583 3539 1583 1770 3539 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 1583 3539 1583 1770 3539 Link Speed (mph)30 40 40 Link Distance (ft)278 563 540 Travel Time (s)6.3 9.6 9.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)112 96 715 355 89 848 Shared Lane Traffic (%) Lane Group Flow (vph)112 96 715 355 89 848 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 12 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two 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 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 38.4%ICU Level of Service A Analysis Period (min) 15 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 4 Intersection Int Delay, s/veh 5.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 103 88 658 327 82 780 Future Vol, veh/h 103 88 658 327 82 780 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 150 175 - 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 112 96 715 355 89 848 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1317 358 0 0 715 0 Stage 1 715 ----- Stage 2 602 ----- 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 *149 *822 -- *1230 - Stage 1 *776 ----- Stage 2 *723 ----- Platoon blocked, %1 --1 - Mov Cap-1 Maneuver *138 *822 -- *1230 - Mov Cap-2 Maneuver *138 ----- Stage 1 *776 ----- Stage 2 *670 ----- Approach WB NB SB HCM Control Delay, s 55.9 0 0.8 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)-- 138 822 * 1230 - HCM Lane V/C Ratio -- 0.811 0.116 0.072 - HCM Control Delay (s)-- 95.1 10 8.2 - HCM Lane LOS --F B A - HCM 95th %tile Q(veh)-- 5.1 0.4 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 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 Par ameter 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 Par ameter 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 Par ameter 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 Par ameter 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 Par ameter 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 Par ameter 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 Par ameter 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 Par ameter 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 Par ameter 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 Par ameter 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