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Item 14 - TIA - Vol 2 Volume 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 a 5% Dove Road 0 N 5% a H 10% 5% (5%) n (5%) (5%) V V Kirkwood Boulevard (5) 5 5% VVV N � C J ❑ N n N 10% >_ V � 4 Drive 2 (5%) N 10% (5%) ❑_ V v 0 0 4 Drive 3 v E m 4-7 > D l(5%) 30% 0 (5%) a (10%) (35%) �7 (25%) 35% (15%) jj Il (45%) �fJ a (65%) �fJ a 15% SH 114 WBFR �r 30% 35% (3nn5%) SH 114 EBFR V 10% 4 20% N� a m > r m U M �m EXHIBIT Al LEGEND: X%(Y%) Trip Distribution and Traffic Assignment: 10 Acre Site X%=Percentage of Inbound Site-Generated Traffic North �,( .■I r■r.■Y�■ (Y%)=Percentage of Outbound Site-Generated Traffic T ■ `■■ ■ ■i ey '>> Horn Not To Scale 0 6 0 0(0) o(o) 6(1) Dove Road Q > 0(0) �l p` 6(1) o (0) (6) (6) H 13 6 IL1(6)0 0 0 `� O(6) a(2) (�) 1(6) (0) (0) (0) a 0(0) C� fl [� /� 0(0) 0(o) Kirkwood V 0 V V Boulevard 1 u o 6(1) 0 0 0 0(0) 0 0 (6) (0) 0(0) (0) (0) (0) �/ (0) (0) N � C > 13 LD ❑ N 2) IL V 0(0) Drive 2 4 & 1 0 (6) (0) N 0 13 (0) (2) IL 1(6) ❑ 0(0) o V C7� Drive 3 v E m � > (6) O a ,(6) 2(12) 0 7(43) 5 3 (0) (0 (31) 45(8) (18) 0(0) �fJ Il SH 114 WBFR 9(55) �fJ a 14(80) �fJ a 19(4) `0 38 45(8) (0) (7) 7 0 (4r�3) (0) SH 114 EBFR V 13(2) � 0(0) 26 u o 0(0) (5) (0) N'2 a m > r m U (1)m EXHIBIT A2 LEGEND: X(Y) Site-Generated Traffic Volumes: 10 Acre Site 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 ■\■■ , ■i ey ,_..>> Horn and resence of smaller drivewa s not included in analysis. Not To Scale a 3% Dove Road N a (2%) (3%) 2 H 5% �� V V V V V Kirkwood Boulevard) IJ m � C J ❑ N n IL LY v 1� Drive 2 (5%) N IL �5r�S% �/4� ❑_ V v 0 0 4 Drive 3 v E N L > D (5%) 0 IL n /� (45%) l G a 45% a 5% SH 114 WBFR � 5 40% 50% SH 114 EBFR v (5%) (45%) a> m > L � U� o m L EXHIBIT A3 LEGEND: X%(Y%) Trip Distribution and Traffic Assignment: Southlake Office Plaza X% Percentage of Inbound Site-Generated Traffic North (Y%)=Percentage of Outbound Site-Generated Traffic Kimley-,>> Horn T Not To Scale 0 3 0 a 0(0) o(o) 4(2) p Dove Road > 0(0) �l o 0() a 0 1 1 0 (0) (4) (5) 6 0 IL0 0 0 `� O(0) a 0(0) (3) (0) 0(0) (0) (0) (0) a 0(0) C� fl [� /� 0(0) 0(o) Kirkwood V V V(o) � 4 � o(o) Boulevard � 2 � 00 0(0) 0 0 0 0(0) 0 0 (9) (0) 0(o) (0) (0) (0) �/ (0) (0) m � C > J ❑ N LD �n6S > IL V 0(0) Drive 2 4 & 2 0 (9) (0) N 6 0 (3) (0) IL 0(0) ❑ 0(0) o V C7� Drive 3 v E � L > 7 o(9) (0) ❑ f a0(0) o(o) n /� 0 6 /� 16(79) 0 0 (0) (3) �7 (0) 0(0) (0) 6(0) �fJ Il 0(0) �JJ a 58(31) 6(3) SH 114 WBFR 6 52(27) (0) (3) 65 0 (3r�4) (0) SH 114 EBFR V 0(0) � 0(o) � 2 u 16 0(0) (9) (79) -a'2 a m > L � U �m EXHIBIT A4 LEGEND: X(Y) Site-Generated Traffic Volumes: Southlake Office Plaza 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 ■\■■ , ■i ey ,_..>> Horn and resence of smaller drivewa s not included in analysis. Not To Scale 6 ( t b) a p Dove Road 0 �J o 0 a 5 0 o (12) o 6 Q () (r10) 0 0 0 ) 0 0 o V () V () () Kirkwood Boulevard (12) 0 0 0 0 0 0 0 m � C J ❑ N 6 at Ivl p � 4 � Drive 2 5 (12) o N 6 IL (10) o o ❑ C7 () o 4 Drive 3 E m � > on (2) o o t IL > 0 (160, /� 122(129) �S o a 122(129) a o SH 114 WBFR 122(129) (5) (12) 39 92 (r42) (97) SH 114 EBFR V 4 32(34) 30 u 71 14(14) (70) (90) N'2 a m > r m U m0 EXHIBIT A5 LEGEND: X(Y) Site-Generated Traffic Volumes: White Chapel Village 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 ■\■■ , ■i ey ,_..>> Horn and resence of smaller drivewa s 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 1 2018 Southmont Drive WB off ramp east of KHA 2,730 White Chapel Boulevard SH 114 westbound off-ramp east of White Chapel Record Year Link Start Link End Source 24-Hour Annual Volume 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 Annual 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 Annual Volume 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 Annual Volume Growth Rate 1 2018 Carillon Court SH 114 WBFR KHA 1,318 - NB Southmont Drive North of SH 114 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 01 11 11 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 90 80 70 60 w 50 O 40 30 20 10 0 lzl00 00 00 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME SB Southmont Drive North of SH 114 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 01 11 01 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 90 80 70 60 w 50 O 40 30 20 10 0 lzl00 00 00 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME NB White Chapel Boulevard North of SH 114 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 ill 31 ill 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 399 400 350 300 250 w j 200 J O 150 100 50 0 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 SB White Chapel Boulevard North of SH 114 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 11 11 31 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 425 400 350 300 250 w j 200 J 0 150 100 50 0 lzl00 00 00 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME EB Kirkwood Boulevard East of White Chapel Boulevard 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 80 70 60 50 w j 40 J 0 30 20 10 0 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 WB Kirkwood Boulevard East of White Chapel Boulevard 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 01 01 01 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 70 100 � 90 80 70 60 w j 50 J O 40 30 20 10 - Vn 0 1�100 00 00 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME WB SH 114 Off Ramp East of White Chapel Road 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 23:00 301 231 161 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 645 700 600 500 400 w J O> 300 200 100 0 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 SH 114 WBFR East of Off Ramp and White Chapel Road 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 11 21 21 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 368 400 350 300 250 w j 200 J 0 150 100 50 0 lzl00 00 00 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME 0 Lj m M N O] N m O cD .-I O W LO N �"� n ry M cD t, N cD m M m T R 00 M R R 7 w 7 O Lm 7 EA (1'' N n n o1 O O aj o 9 o) Y O O O O O O O O O O O O O O O O O O O O O O O O O C4 �•U CL O N = N M N 1, QI M m M N N \ n \ N \ cD Fy G D] N N M l� M R N O p O M N N � M n N O N o N N o N rl N N = O = O] O p O ~ N N O N N lf] O O � u � 00000000000000000000c, c 0 cD 00 0 � � ro o 0 0 0 0 a,� a � w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 o O O O o �+ of Co Co N N N Co Co Co T n W O m Ln N V n N o o W o .--I o m o CD m Co O `� 7 O �"� L� L� L� ll"� m W r., m m O o m W N U a b ti L 7 M .--I .--I •--I .--I W N M m M L m O O In N W •--I N QI •--i L� ro 01 o co O N cD cD n Ln M M m V N N Ln .--i V M n m m �D o O 'I o O o 'b � a0 N W o1 O O O O O O O O 7r Ln w m N R �q � cD of 7 n N N l,T M cD \ Pi N l� W M ^'� �p 7 O o� cD M y O 11f N rq O o � N � QI M M CD M Q� `D O O O O O O O O O O O O O O O O O O O O O O .b fYi O - 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' ' ' ' O m i . . i N N Q m O (n O O M+O +O Z Z N r NO N O O O O O O N M m V V V-O-N (Ol M O m N a O m O W O 42 Li O U) Uin c N G O j j 0 N N tO U `O N 3 N N tU tO N V O N N o T o o._ c d w o cam'<° �° �°a a a m m <n M a d g O w E U� N ti m �c aix>� jtn VJ�S2 co in iQ U� ��U�rn o U? o o > o w U -- m m E w —U o -x N U o c �. o.°'H ao a� a� o -- o o m 'o UU c m000U U2 - - � A� iC) a,w CDax� U cici �LLo a�� a == USxxx k U� d m �a �Y �oty Cn n n c N a a� m C N_ V � W � U d C o LL J oo�ou>u> C71 M U CD 15 U o o o cn cn o o O x---co m U) a co CV O O c0 c0 O O O Ux---—-�-o No N�O-N�m N�m-N-o—wN -rn-——-o m a� a+ CDF - n----- rig- iN M� E n ro o d - � oo�ocn.noo o a�000v Mmoao¢ oN m000� � ��m � Z o 0 o m m E Z a _ - In 0 0 0 c0 c0 O C O O O N O M—M NN-of--O r ci O-- - --—M cc U N N N ~ I � II� • f0 U U O N N� �K U O N j y O J w t6 (O E N c j O 0ULLO �[r� [n -<oi o ui¢�fnU o 0 p � Cn��Uo ¢� YJ750 a` ova> c � Qy a> x E o" xa E mU a� a�- m L J J UU > o acU o oa j O y E-- E~a W E o.- i> v v o U H (U W� E f6 a��_Y p= o m p o o a� a� m U m m a� y ai ..-o N y >, °' o C m m x 3 w m a <° L °�w 3 a�m Cn a`oa a� ai aEi E N m o o a`> a�i ? w b a`� a2 m rn Q =S cc >(if E a>0c7 Jta8 E m n n nof s ¢` �a0mC) E C)i� N o n C.5 L � c � to m c N a (D m rC N � m (n H Es CO(O O O c0 u> of O O O m N O 0 0 f0 00 N 3-O O CO x 0 0 (O O¢( cp O wO O O W O Z C 0 ■ m N 0- O O 0 -Z J O J N O O cV w 0 0 0 c0 cO O J co ■ � ' U o 0 0 � ui o C7 Y N O E N N O N (� t m V V O 0 0 Y c0 D7 cfJ Z O 21 m Z - (If U d ti CD to CD c0 m O 0 0(O 0— N O 0 0 0 V(O O¢N N O U v`� 3 i u--�ZJ �o-o cow 000�' w oZ ui U U 'o � of (If t O O O u> m U - 0 co r- o0 000o vvNao m ovo co oo cn��000 --o oo om m o Q C O O O M U N N F- U C _ of U L`.� L 2 o O ~ E N Li N N N l6 o�E LLL -o a�`.oK U OLL n-c aY ��Jii ap y y,ao.'a�HUwd�a��Uw p :�o- 3_ 45 d 3" 3 3o w E J o u"oiY oHp o �NNNNN aia a m c O U>>LL: LL E.2 LL a o o C 2.9¢�''� N >,<O c a`o a p `o `o `o `o `o `o `o `o `o `o o ? LL v m O 3 a.� E w Fi i i� 15 �"c o (0 m EFE•� m r m m m e m y a>J m d d a�a�w ai a�W w w ` o d w 3 `m U J JH. -E f7 LL(n LY fgJJHLLQCn�wJ��UHSHZp HpOpOOppOp000HdLLO C7� U N Y C � o co _O7— U � cn F U t i a a a� m a� C N_ C d 7 U v (6 C7 m ti� O N O N 0 0 3 Y m N Q � U N � N � v c o a `m � m U J Kimley >> Horn SidraTm Output - Roundabouts MOVEMENT SUMMARY V Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2018 Existing-AM Peak Hour Roundabout Movement Performance-Vehicles Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 46 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 31.0 8 T1 175 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 31.1 18 R2 79 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 30.3 Approach 300 3.0 0.445 11.8 LOS B 2.1 53.6 0.62 0.65 30.9 East: Dove Road 1 L2 123 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 29.2 6 T1 259 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 29.3 16 R2 65 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 28.6 Approach 447 3.0 0.616 15.7 LOS B 4.0 102.7 0.70 0.76 29.2 North:White Chapel Blvd. 7 L2 66 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 29.5 4 T1 212 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 29.5 14 R2 148 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 28.9 Approach 426 3.0 0.603 15.5 LOS B 3.8 96.7 0.70 0.76 29.3 West: Dove Road 5 L2 182 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 29.4 2 T1 224 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 29.5 12 R2 14 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 28.8 Approach 420 3.0 0.578 14.4 LOS B 3.5 89.7 0.67 0.73 29.4 All Vehicles 1592 3.0 0.616 14.6 LOS B 4.0 102.7 0.68 0.73 29.6 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2018 Existing-PM Peak Hour Roundabout Movement Performance-Vehicles Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 40 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 32.1 8 T1 207 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 32.1 18 R2 64 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 31.3 Approach 311 3.0 0.395 9.5 LOS A 1.7 44.5 0.52 0.48 31.9 East: Dove Road 1 L2 83 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 31.2 6 T1 185 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 31.2 16 R2 82 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 30.5 Approach 349 3.0 0.458 10.9 LOS B 2.3 57.7 0.57 0.56 31.1 North:White Chapel Blvd. 7 L2 70 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 28.6 4 T1 317 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 28.6 14 R2 176 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 28.0 Approach 563 3.0 0.705 18.0 LOS B 5.9 150.6 0.74 0.78 28.4 West: Dove Road 5 L2 107 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 30.7 2 T1 146 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 30.7 12 R2 42 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 30.0 Approach 295 3.0 0.435 11.5 LOS B 2.0 51.7 0.61 0.64 30.6 All Vehicles 1517 3.0 0.705 13.4 LOS B 5.9 150.6 0.63 0.64 30.1 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background-AM Peak Hour Roundabout Movement Performance-Vehicles Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 54 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 28.9 8 T1 216 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 28.9 18 R2 97 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 28.3 Approach 367 3.0 0.597 17.1 LOS B 3.4 88.2 0.73 0.81 28.8 East: Dove Road 1 L2 158 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 24.9 6 T1 308 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 25.0 16 R2 77 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 24.5 Approach 542 3.0 0.816 29.0 LOS C 7.9 201.4 0.89 1.08 24.9 North:White Chapel Blvd. 7 L2 79 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 24.9 4 T1 268 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 24.9 14 R2 176 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 24.4 Approach 524 3.0 0.816 29.6 LOS C 7.6 195.0 0.88 1.09 24.7 West: Dove Road 5 L2 216 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 25.7 2 T1 266 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 25.7 12 R2 23 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 25.2 Approach 505 3.0 0.775 25.8 LOS C 6.6 168.7 0.85 1.01 25.7 All Vehicles 1939 3.0 0.816 26.1 LOS C 7.9 201.4 0.85 1.01 25.7 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 South lake\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 Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 48 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 30.4 8 T1 270 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 30.5 18 R2 88 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 29.8 Approach 405 3.0 0.549 13.4 LOS B 3.2 81.2 0.64 0.69 30.3 East: Dove Road 1 L2 102 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 29.2 6 T1 220 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 29.3 16 R2 97 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 28.6 Approach 418 3.0 0.603 15.8 LOS B 3.7 95.8 0.70 0.77 29.1 North:White Chapel Blvd. 7 L2 83 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 22.8 4 T1 391 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 22.8 14 R2 210 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 22.4 Approach 684 3.0 0.912 38.1 LOS D 14.0 359.1 1.00 1.31 22.7 West: Dove Road 5 L2 127 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 28.7 2 T1 174 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 28.8 12 R2 49 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 28.1 Approach 350 3.0 0.577 16.6 LOS B 3.2 82.0 0.72 0.79 28.7 All Vehicles 1858 3.0 0.912 23.6 LOS C 14.0 359.1 0.80 0.96 26.5 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 South lake\Roundabout\2021 Background PM.sip7 MOVEMENT SUMMARY V Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background plus Site-AM Peak Hour Roundabout Movement Performance-Vehicles Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 64 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 28.2 8 T1 226 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 28.2 18 R2 107 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 27.6 Approach 397 3.0 0.645 19.1 LOS B 4.0 103.1 0.76 0.85 28.0 East: Dove Road 1 L2 183 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 23.2 6 T1 308 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 23.2 16 R2 77 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 22.8 Approach 567 3.0 0.871 35.8 LOS D 9.8 252.0 0.94 1.22 23.1 North:White Chapel Blvd. 7 L2 79 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 22.5 4 T1 293 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 22.6 14 R2 176 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 22.2 Approach 549 3.0 0.886 39.1 LOS D 10.1 258.0 0.95 1.26 22.4 West: Dove Road 5 L2 216 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 23.2 2 T1 266 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 23.3 12 R2 48 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 22.9 Approach 530 3.0 0.857 35.1 LOS D 8.8 225.2 0.92 1.18 23.2 All Vehicles 2043 3.0 0.886 33.3 LOS C 10.1 258.0 0.90 1.15 23.8 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 South lake\Roundabout\2021 Background plus site AM.sip7 MOVEMENT SUMMARY V Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2021 Background plus Site-PM Peak Hour Roundabout Movement Performance-Vehicles Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 92 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 28.0 8 T1 314 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 28.0 18 R2 133 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 27.5 Approach 539 2.0 0.717 19.5 LOS B 6.0 151.7 0.78 0.88 27.9 East: Dove Road 1 L2 146 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 26.9 6 T1 220 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 26.9 16 R2 97 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 26.4 Approach 462 2.0 0.719 22.2 LOS C 5.4 136.1 0.81 0.94 26.8 North:White Chapel Blvd. 7 L2 83 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 17.1 4 T1 435 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 17.1 14 R2 210 2.0 1.047 71.2 LOS F 29.4 747.0 1.00 1.95 16.9 Approach 727 2.0 1.047 71.2 LOS E 29.4 747.0 1.00 1.95 17.0 West: Dove Road 5 L2 127 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 27.0 2 T1 174 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 27.0 12 R2 92 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 26.4 Approach 393 2.0 0.682 22.0 LOS C 4.4 112.1 0.79 0.91 26.8 All Vehicles 2122 2.0 1.047 38.3 LOS D 29.4 747.0 0.86 1.27 22.6 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 South lake\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 Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 66 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 26.5 8 T1 242 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 26.6 18 R2 113 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 26.0 Approach 422 3.0 0.721 24.1 LOS C 5.0 128.6 0.81 0.95 26.4 East: Dove Road 1 L2 191 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 19.3 6 T1 335 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 19.3 16 R2 85 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 19.0 Approach 611 3.0 0.975 55.4 LOS E 16.8 430.1 1.00 1.58 19.3 North:White Chapel Blvd. 7 L2 86 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 18.5 4 T1 313 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 18.5 14 R2 191 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 18.3 Approach 590 3.0 0.990 60.7 LOS E 17.6 451.1 1.00 1.67 18.5 West: Dove Road 5 L2 235 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 19.6 2 T1 290 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 19.7 12 R2 47 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 19.4 Approach 572 3.0 0.957 53.0 LOS D 14.4 368.5 1.00 1.52 19.6 All Vehicles 2195 3.0 0.990 50.2 LOS D 17.6 451.1 0.96 1.47 20.2 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background-PM Peak Hour Roundabout Movement Performance-Vehicles Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 52 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 29.5 8 T1 291 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 29.5 18 R2 95 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 28.9 Approach 438 3.0 0.612 15.7 LOS B 3.9 100.6 0.70 0.77 29.4 East: Dove Road 1 L2 110 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 27.9 6 T1 239 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 27.9 16 R2 105 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 27.4 Approach 454 3.0 0.680 19.5 LOS B 4.8 122.1 0.77 0.87 27.8 North:White Chapel Blvd. 7 L2 90 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 18.2 4 T1 424 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 18.2 14 R2 228 3.0 1.023 63.2 LOS F 27.1 694.7 1.00 1.78 17.9 Approach 742 3.0 1.023 63.2 LOS E 27.1 694.7 1.00 1.78 18.1 West: Dove Road 5 L2 138 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 28.1 2 T1 189 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 28.2 12 R2 25 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 27.6 Approach 352 3.0 0.603 18.1 LOS B 3.4 87.5 0.74 0.83 28.1 All Vehicles 1987 3.0 1.023 34.7 LOS C 27.1 694.7 0.83 1.18 23.5 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 MOVEMENT SUMMARY V Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background plus Site-AM Peak Hour Roundabout Movement Performance-Vehicles Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 68 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 26.3 8 T1 245 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 26.3 18 R2 115 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 25.8 Approach 428 3.0 0.732 24.8 LOS C 5.2 133.5 0.82 0.97 26.2 East: Dove Road 1 L2 195 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 18.9 6 T1 335 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 18.9 16 R2 85 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 18.7 Approach 614 3.0 0.984 57.8 LOS E 17.8 454.7 1.00 1.63 18.9 North:White Chapel Blvd. 7 L2 86 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 18.1 4 T1 316 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 18.1 14 R2 191 3.0 1.001 63.7 LOS F 19.0 486.3 1.00 1.72 17.9 Approach 593 3.0 1.001 63.7 LOS E 19.0 486.3 1.00 1.72 18.0 West: Dove Road 5 L2 235 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 19.2 2 T1 290 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 19.2 12 R2 50 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 18.9 Approach 575 3.0 0.969 55.7 LOS E 15.3 392.6 1.00 1.57 19.2 All Vehicles 2211 3.0 1.001 52.4 LOS D 19.0 486.3 0.96 1.51 19.8 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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 MOVEMENT SUMMARY Site: 101 [Carillon TIA] White Chapel Blvd @ Dove Road 2026 Background plus Site-PM Peak Hour Roundabout Movement Performance-Vehicles Mov OD Demand Flows Deg. Average Level of 95%Back of Queue Prop. ID Mov Total .. Rate Speed South:White Chapel Blvd 3 L2 97 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 26.3 8 T1 336 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 26.3 18 R2 139 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 25.8 Approach 572 3.0 0.789 24.9 LOS C 7.6 194.5 0.86 1.01 26.2 East: Dove Road 1 L2 153 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 24.4 6 T1 239 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 24.4 16 R2 105 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 23.9 Approach 498 3.0 0.817 31.0 LOS C 7.3 187.7 0.88 1.10 24.3 North:White Chapel Blvd. 7 L2 90 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 12.4 4 T1 467 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 12.5 14 R2 228 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 12.3 Approach 786 3.0 1.186 120.3 LOS F 53.2 1361.4 1.00 2.92 12.4 West: Dove Road 5 L2 138 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 25.9 2 T1 189 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 26.0 12 R2 97 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 25.5 Approach 424 3.0 0.734 25.2 LOS C 5.2 133.3 0.82 0.97 25.8 All Vehicles 2279 3.0 1.186 59.2 LOS E 53.2 1361.4 0.90 1.68 18.7 Site Level of Service(LOS)Method: Delay&v/c(HCM 2010). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 7.0 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