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Item 7A - TIA - Vol 2Volume 2 — Appendix Village at Carillon Parc Southlake, Texas April 6, 2018 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064514101 Registered Firm F-928 Kimley)))Horn SH 114 SH 114 -6_R aM m > t � U � o -m r EXHIBIT Al Trip Distribution and Traffic Assignment: 10 Acre Site KimIey>>> Horn LEGEND: X% (Y%) X% = Percentage of Inbound Site -Generated Traffic North (Y%) = Percentage of Outbound Site -Generated Traffic T Not To Scale o s o 0 (0) 0 (0) 6(1) 0 �7 Dove Road > p (0) 0 (0) 6 (1) N a 0 (0) 1 (6) 1 (6)13 O` F (2)2) (11 ) 1 (6) 0 0 0 (0) (0) (0) `—' a 0 (6) a 1 (6) V 0 (0) aj /� V 0 (0) /� V 0 (0) Kirkwood > u o o (o) � `0 � u 0 � `0) > Boulevard u o 1 6 (1) 0 0 (0) (6) (0) 0 (0) (0) (0) (0) (0) (0) j13 V 0 (0) 4 77 1 0 (6) (0) 0 13 (0) (2) 1 (6) fl V /� 0 (0) 1 38 (6) (7) 1 (6) a 2 (12) 0 /� 7 (43) nn0 9 (55) SH 114 WBFR<IJ V) 0 38 (0) (7) 7 0 (443) (0) SH 114 EBFR b �Q 13 (2) 0 (0) 26 0 0 (0) (5) (0) N � a m > t N U o CO r EXHIBIT A2 Site -Generated Traffic Volumes: 10 Acre Site Kimley>>> Horn Drive 2 Drive 3 v a� 5 ( 45 (8) 14 (80) 45 (8) 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. 0 0 E 0 0 3 (? n) a o col 19 (4) North T Not To Scale SH 114 SH 114 -6_R aM m > t � U � o -m r EXHIBIT A3 Trip Distribution and Traffic Assignment: Southlake Office Plaza Kimley>>>Horn LEGEND: X% (Y%) X% = Percentage of Inbound Site -Generated Traffic North (Y%) = Percentage of Outbound Site -Generated Traffic T Not To Scale 0 (j1 0 V 0 (0) o (o) 4 (2) t� 0 Dove Road > (0) 0 (0) 0 (0) N a 0 (0) 1 (4) 1 (5) O` F 6 (3) 0 (o) o ro) 0 0 0 (o) (0)� ) (o) `—' a 0 ((0) a 0 (0) V 0 (o) <3 V /� V 0 (o) V 0 (0) Kirkwood > u o o (o) � `ou > u 0 0 (0 > Boulevard u o 2 0 (o) 0 (9) (0) 0 (o) (0) (0) (0) (0) (0) j6 V 0 (0) 4 � 2 0 (9) (0) 6 0 (3) (0) 0 (0) fl V /� V� 0 (0) 2 0 (9) (0) a o (o) o (o) 0 /� 16 (79) n6 �' o (o) SH 114 WBFR 0 6 (0) (3) 65 0 (34) (0) n SH 114 EBFR 0 (0) u2 �16 0(0) 0 (0) (9) (79) N � a m > t N U 0 o -m r > m J Drive 2 Drive 3 v a� tj 0 a58 ( 58 (31) 52 (27) N rj 0 0 E 0 0 ((00- jn� (ln`[� 6 (0) 6 (3) EXHIBIT A4 LEGEND: X (Y) Site -Generated Traffic Volumes: Southlake Office Plaza 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 Kim 1 ey >>> H o r n and presence of smaller driveways not included in analysis. North T Not To Scale SH 114 SH 114 -_R aM m > t � U � o -m r EXHIBIT A5 Site -Generated Traffic Volumes: White Chapel Village Kimley>>>Horn LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements North 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. Not To Scale Kimley>>>Horn Traffic Counts and Historical Data SH 114 westbound frontage road Record Year Link Start Link End Source 24-Hour Annual Volume Growth Rate WB off ramp east of 1 2018 Southmont Drive KHA 2,730 - White Chapel Boulevard 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 24-Hour Annual Record Year Link Start Link End Source Volume 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 24-Hour Annual Record Year Link Start Link End Source Volume Growth Rate 1 2018 Carillon Court SH 114 WBFR KHA 1,318 Date Began: 3/8/2018 90 80 70 60 w 50 J 0 40 30 20 10 0 NB Southmont Drive North of SH 114 TIME 0:00 0:15 0:30 0:45 TOTAL 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 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME Date Began: 3/8/2018 90 80 70 60 w 50 J 0 40 30 20 10 0 SB Southmont Drive North of SH 114 TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 0 0 0 0 0 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 00 00 00 00 00 00 00 00 00 00 00 00 00 0p 00 00 00 00 00 00 00 00 00 00 TIME Date Began: 3/8/2018 400 350 300 250 w j 200 J O 150 100 50 0 NB White Chapel Boulevard North of SH 114 TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 3 2 0 4 9 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 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME Date Began: 3/8/2018 400 350 300 250 w j 200 J 0 150 100 50 0 SIB White Chapel Boulevard North of SH 114 TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 5 2 1 2 10 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 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME Date Began: 3/8/2018 80 70 60 50 W 40 J 30 20 10 0 EB Kirkwood Boulevard East of White Chapel Boulevard TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 0 1 0 1 2 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 00 00 00 00 00 00 00 00 00 00 00 00 00 0p 00 00 00 00 00 00 00 00 00 00 TIME Date Began: 3/8/2018 100 90 80 70 60 w j 50 J O 40 30 20 10 0 WB Kirkwood Boulevard East of White Chapel Boulevard TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 2 0 0 0 2 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 00 00 00 00 ,p 00 00 p 00 00 00 00 00 0p 00 00 00 00 00 00 00 00 00 00 O IV 3• tc- h- 6• A- Ri- 0• ,`O• `N- NIV ^3• ND,- N`5- ^6• ^A• ^t• ^�• P- �,- 0;- ry3- TIME Date Began: 3/8/2018 700 600 500 400 w J O> 300 200 100 0 WB SH 114 Off Ramp East of White Chapel Road TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 15 7 6 9 37 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 00 00 00 00 00 00 00 00 00 00 00 00 00 0p 00 00 00 00 00 00 00 00 00 00 TIME Date Began: 3/8/2018 400 350 300 250 w j 200 J 0 150 100 50 0 SH 114 WBFR East of Off Ramp and White Chapel Road TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 0 1 0 4 5 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 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME T 0 r. .D I--1 fM cn Q) o U xo �� u ,b G � ti U Gl E .d M 7y V) aLf) [V U) �0 �0 h O O O n ll W N " m N N W O W Ll - N n m o m o O o 1, M m Oi c0 n w N M cD N O M M M O] �"� 7 N CO M M N M O w 7 W w to OO 7 N Ln * b o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 a CL O N 1m M ° ° CL Of N N N N t+] N [D w �p rl n rl M m rl rl N cD O N O N O 7 N ~ N N N N 7 N N W N N N N O N M N O lfl N N O �°,y �°,y N N Qf M p M Q1 O p �.7 O O O O 0 0 0 0 O 0 O O O O O O O O O O O 0 0 0 0 0 0 o 0 O o 0 O o 0 .p CG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 e 0 0, 0 o 0 g� Q1 CD CD n N N N O O O V r� Ln co O m Ln N V r� n N\\ o o O\ o \ o m o cc O] cc O O 1-1 n n m co 1-1 m D) O co •--i M m m h �D O O ry O C CD N m N CO m M a r m m P N CO O 7 N N 0 m M M 1, Ln N N 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OO OOOO ' M- V N O g � CO O4� 000 X OOO N CO O N 0 0 � r� r M N Q) ap W Z J NO O � J N N W O ■ ■ ■ ■ Pi b12 O N O d y ^ w y m> a o a -Evo y a g'> > nli aai"a ? o� cg) a)LL �°)LLY E-c JLL n� E da w wdMQ-w TUw as m m d ` 0 0 3_ U 3 _E 3 C 3 E tV ¢ U N Y O H 0---- N N U»oLL ER� 5 dOo2 m0 H 3 3 ca o m*`o� m o 0 0 515 m*`o 0 0 oFT� gL o U N E_ � m a c a a v Y > m r d' b o R E E m = p; d m a) d- a3 m a) m E € �' J F ll J l�L LL U1 E u) d' u) J J f- d Q U1 J W J rC J U H M H Z 0 J - 0 0 0 0 0 0 000000 ♦- d d 0 u) �L C) C Q Kimley>>>Horn SidraTM Output - Roundabouts MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2018 Existing -AM Peak Hour Roundabout South: White Chapel Blvd 3 L2 46 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 8 T1 175 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 18 R2 79 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 Approach 300 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 East: Dove Road 1 L2 123 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 6 T1 259 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 16 R2 65 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 Approach 447 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 North: White Chapel Blvd. 7 L2 66 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 4 T1 212 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 14 R2 148 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 Approach 426 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 West: Dove Road 5 L2 182 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 2 T1 224 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 12 R2 14 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 Approach 420 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 All Vehicles 1592 3.0 0.616 14.6 LOS B 4.0 102.7 0.68 0.73 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd i sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC i Processed: Wednesday, April 4, 2018 12:21:16 PM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2018 Existing AM.sip7 31.0 31.1 30.3 30.9 29.2 29.3 28.6 29.2 29.5 29.5 28.9 29.3 29.4 29.5 28.8 29.4 rW. MOVEMENT SUMMARY 7 Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2018 Existing - PM Peak Hour Roundabout South: White Chapel Blvd 3 L2 40 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 8 T1 207 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 18 R2 64 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 Approach 311 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 East: Dove Road 1 L2 83 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 6 T1 185 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 16 R2 82 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 Approach 349 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 North: White Chapel Blvd. 7 L2 70 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 4 T1 317 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 14 R2 176 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 Approach 563 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 West: Dove Road 5 L2 107 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 2 T1 146 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 12 R2 42 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 Approach 295 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 All Vehicles 1517 3.0 0.705 13.4 LOS B 5.9 150.6 0.63 0.64 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd i sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC i Processed: Wednesday, April 4, 2018 12:20:41 PM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2018 Existing PM.sip7 32.1 32.1 31.3 31.9 31.2 31.2 30.5 31.1 28.6 28.6 28.0 28.4 30.7 30.7 30.0 30.6 as MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background -AM Peak Hour Roundabout South: White Chapel Blvd 3 L2 54 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 8 T1 216 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 18 R2 97 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 Approach 367 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 East: Dove Road 1 L2 158 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 6 T1 308 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 16 R2 77 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 Approach 542 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 North: White Chapel Blvd. 7 L2 79 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 4 T1 268 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 14 R2 176 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 Approach 524 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 West: Dove Road 5 L2 216 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 2 T1 266 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 12 R2 23 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 Approach 505 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 All Vehicles 1939 3.0 0.816 26.1 LOS C 7.9 201.4 0.85 1.01 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd i sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC i Processed: Wednesday, April 4, 2018 12:19:52 PM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2021 Background AM.sip7 28.9 28.9 28.3 28.8 24.9 25.0 24.5 24.9 24.9 24.9 24.4 24.7 25.7 25.7 25.2 25.7 25.7 MOVEMENT SUMMARY 7 Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background - PM Peak Hour Roundabout South: White Chapel Blvd 3 L2 48 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 8 T1 270 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 18 R2 88 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 Approach 405 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 East: Dove Road 1 L2 102 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 6 T1 220 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 16 R2 97 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 Approach 418 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 North: White Chapel Blvd. 7 L2 83 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 4 T1 391 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 14 R2 210 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 Approach 684 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 West: Dove Road 5 L2 127 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 2 T1 174 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 12 R2 49 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 Approach 350 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 All Vehicles 1858 3.0 0.912 23.6 LOS C 14.0 359.1 0.80 0.96 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd i sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC i Processed: Wednesday, April 4, 2018 12:18:37 PM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2021 Background PM.sip7 30.4 30.5 29.8 30.3 29.2 29.3 28.6 29.1 22.8 22.8 22.4 22.7 28.7 28.8 28.1 28.7 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background plus Site -AM Peak Hour Roundabout South: White Chapel Blvd 3 L2 64 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 8 T1 226 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 18 R2 107 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 Approach 397 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 East: Dove Road 1 L2 183 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 6 T1 308 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 16 R2 77 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 Approach 567 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 North: White Chapel Blvd. 7 L2 79 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 4 T1 293 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 14 R2 176 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 Approach 549 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 West: Dove Road 5 L2 216 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 2 T1 266 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 12 R2 48 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 Approach 530 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 All Vehicles 2043 3.0 0.886 33.3 LOS C 10.1 258.0 0.90 1.15 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC I Processed: Friday, April 6, 2018 10:20:46 AM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2021 Background plus site AM.sip7 28.2 28.2 27.6 28.0 23.2 23.2 22.8 23.1 22.5 22.6 22.2 22.4 23.2 23.3 22.9 23.2 23.8 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background plus Site - PM Peak Hour Roundabout South: White Chapel Blvd 3 L2 92 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 8 T1 314 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 18 R2 133 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 Approach 539 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 East: Dove Road 1 L2 146 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 6 T1 220 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 16 R2 97 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 Approach 462 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 North: White Chapel Blvd. 7 L2 83 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 4 T1 435 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 14 R2 210 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 Approach 727 2.0 1.047 71.2 LOS E 29.4 747.0 1.00 1.95 West: Dove Road 5 L2 127 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 2 T1 174 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 12 R2 92 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 Approach 393 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 All Vehicles 2122 2.0 1.047 38.3 LOS D 29.4 747.0 0.86 1.27 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC I Processed: Friday, April 6, 2018 10:22:50 AM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2021 Background plus site PM.sip7 28.0 28.0 27.5 27.9 26.9 26.9 26.4 26.8 17.1 17.1 16.9 17.0 27.0 27.0 26.4 26.8 22.6 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background plus Site -AM Peak Hour Roundabout South: White Chapel Blvd 3 L2 66 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 8 T1 242 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 18 R2 113 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 Approach 422 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 East: Dove Road 1 L2 191 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 6 T1 335 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 16 R2 85 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 Approach 611 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 North: White Chapel Blvd. 7 L2 86 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 4 T1 313 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 14 R2 191 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 Approach 590 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 West: Dove Road 5 L2 235 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 2 T1 290 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 12 R2 47 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 Approach 572 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 All Vehicles 2195 3.0 0.990 50.2 LOS D 17.6 451.1 0.96 1.47 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC I Processed: Wednesday, April 4, 2018 1:05:52 PM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2026 Background plus site AM.sip7 26.5 26.6 26.0 26.4 19.3 19.3 19.0 19.3 18.5 18.5 18.3 18.5 19.6 19.7 19.4 19.6 � MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background - PM Peak Hour Roundabout South: White Chapel Blvd 3 L2 52 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 8 T1 291 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 18 R2 95 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 Approach 438 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 East: Dove Road 1 L2 110 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 6 T1 239 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 16 R2 105 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 Approach 454 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 North: White Chapel Blvd. 7 L2 90 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 4 T1 424 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 14 R2 228 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 Approach 742 3.0 1.023 63.2 LOS E 27.1 694.7 1.00 1.78 West: Dove Road 5 L2 138 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 2 T1 189 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 12 R2 25 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 Approach 352 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 All Vehicles 1987 3.0 1.023 34.7 LOS C 27.1 694.7 0.83 1.18 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd i sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC i Processed: Wednesday, April 4, 2018 12:26:02 PM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2026 Background PM.sip7 29.5 29.5 28.9 29.4 27.9 27.9 27.4 27.8 18.2 18.2 17.9 18.1 28.1 28.2 27.6 28.1 23.5 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background plus Site -AM Peak Hour Roundabout South: White Chapel Blvd 3 L2 68 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 8 T1 245 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 18 R2 115 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 Approach 428 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 East: Dove Road 1 L2 195 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 6 T1 335 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 16 R2 85 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 Approach 614 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 North: White Chapel Blvd. 7 L2 86 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 4 T1 316 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 14 R2 191 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 Approach 593 3.0 1.001 63.7 LOS E 19.0 486.3 1.00 1.72 West: Dove Road 5 L2 235 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 2 T1 290 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 12 R2 50 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 Approach 575 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 All Vehicles 2211 3.0 1.001 52.4 LOS D 19.0 486.3 0.96 1.51 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC I Processed: Friday, April 6, 2018 10:26:04 AM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2026 Background plus site AM.sip7 26.3 26.3 25.8 26.2 18.9 18.9 18.7 18.9 18.1 18.1 17.9 18.0 19.2 19.2 18.9 19.2 19.8 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background plus Site - PM Peak Hour Roundabout South: White Chapel Blvd 3 L2 97 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 8 T1 336 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 18 R2 139 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 Approach 572 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 East: Dove Road 1 L2 153 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 6 T1 239 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 16 R2 105 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 Approach 498 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 North: White Chapel Blvd. 7 L2 90 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 4 T1 467 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 14 R2 228 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 Approach 786 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 West: Dove Road 5 L2 138 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 2 T1 189 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 12 R2 97 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 Approach 424 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 All Vehicles 2279 3.0 1.186 59.2 LOS E 53.2 1361.4 0.90 1.68 Site Level of Service (LOS) Method: Delay & v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2016 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: KIMLEY-HORN & ASSOCIATES INC I Processed: Friday, April 6, 2018 10:28:06 AM Project: K:\DAL_TPTO\1 project\064514101 - Carillon TIA Southlake\Roundabout\2026 Background plus site PM.sip7 26.3 26.3 25.8 26.2 24.4 24.4 23.9 24.3 12.4 12.5 12.3 12.4 25.9 26.0 25.5 25.8 18.7