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Section 4
1 I • Bay Road,Southbound Traffic 600 feet south of Blind Rock Road ' Posted Speed Limit-Speed Limit 45 Average Speed -43 85th Percentile Speed-48 10 mph Speed Range-38 to 48 mph Percentage within 10 mph Speed Range-76% Total Vehicles Counted—30,838 Vehicles Average Daily Traffic Volume=3,828 Vehicles per day Average Weekday Traffic Volume-4,031 Vehicles per day Vehicle Type Quantity Percentage I Cars 23,885 79% Motorcycles 429 1% Pickups/Vans/SUV 5,774 19% Buses 55 0°/u I Trucks 131 0% Tractor-hailers 119 0% I Bay Road 600 feet south of Blind Rock Road Southbound Traffic • July14-Jury 21,2011 AVERAGE TRAFFIC I VOLUME SUN MON TUE WED THU FRI SAT 12 AM 1 AM 18 20 20 9 14 14 19 28 IAM - ' 2 AM 8 11 7 7 6 7 13 8 ' 2AM 3AM 7 6 7 10 6 4 7 6 3AM -� 4AM 8 7 10 5 6 8 15 8 4 AM 5 AM 15 6 16 17 20 18 17 8 5 AM 6 AM 39 18 43 53 47 51 41 20 6 AM 7 AM 86 34 106 108 108 103 100 41 7 AM - 8 AM 192 75 228 249 239 239 217 97 ' 8 AM 9 AM 248 130 271 291 292 311 298 143 9 AM - '10 AM 260 175 276 283 280 269 284 254 I 10 AM - '11 AM 287 234 298 294 302 294 296 288 ' 11 AM -'12 PM 290 266 295 269 274 275 322 329 12 PM 1 PM 288 247 327 281 258 320 310 270 ' 1 PM 2 PM 279 236 331 281 268 302 298 236 2 PM 3 PM 264 224 310 268 243 273 305 225 3 PM 4 PM 276 221 338 261 278 297 285 249 4 PM 5 PM 272 247 272 284 281 274 341 202 ' 5 PM 6 PM 245 252 210 242 220 283 274 237 6 PM 7 PM 224 272 183 205 202 253 234 220 7 PM 8 PM 174 186 160 174 160 158 206 173 I 8 PM - 9 PM 150 151 158 150 160 137 132 163 ' 9 PM -'10 PM 104 110 72 88 113 101 135 108 ' 10 PM -'11 PM 64 51 48 52 42 94 72 86 • 11 PM -'12 AM 33 29 26 30 28 35 43 37 3,828 AVERAGE DAILY TRAFFIC VOLUME 6 I I • ' Bay Road ' South bound Traffic 14000 13216 ' 12000 10000 -8741 v 8000 ' m 6000 _ 5565 `—' 4000 y 1822 ' > 2000 20 49 20 48 i654- I 212 35 0 11-15 16-20 21-25 26-30 31-35 3640 41-45 46-50 51-55 56-60 61-65 Vehicle Speeds ' Bay Road • Southbound Traffic Speeds 90 80 — — I 70 60 1 50 _. r�r—• 40 ' 30 AMIAMIAM AM AM AM AM[AM AMIAM AM AM PMIPMIPMIPM PMIPM PMIPMIPM PM PMIPMI 12 , 123 4 5 6 i 7 89 10 , 11 1212 3 45 6 7 � 8 9 10 11 ' Average Speed 85th Speed Maximum Speed I I I • I I I ' • Thomas Melander Traffic Engineering Technician I 1346 Lawn Avenue Schenectady,New York Telephone—518A66-0741 IDATE: July 25,2011 SUBJECT: BLIND ROCK ROAD,EAST OF BAY ROAD,TRAFFIC STATISTICS I Traffic statistics for Blind Rock Road, 200 feet west of Bay Road, Queensbury, New York ' from July 14 through July 22,2011, using traffic counter MC-4 are tabulated below: Blind Rock Road 200 feet west of Bay Road Posted Speed Limit-Speed Limit 40 Average Speed-28 ' 85th Percentile Speed-33 10 mph Speed Range-23 to 33 mph Percentage within 10 mph Speed Range-65% ' • Total Vehicles Counted—51,983 Vehicles Average Daily Traffic Volume=6,560 Vehicles per day Average Weekday Traffic Volume-7,012 Vehicles per day Vehicle Type Quantity Percentage Cars 42,384 82% ' Motorcycles 653 1% PickupsNans/SUV 8,358 16% Buses 92 0% ' Trucks 323 1% Tractor-trailers 173 0% I I I • I i M ' • Blind Rock Road 200 feet west of Bay Road Juty 14-July 21,2011 I AVERAGE TRAFFIC VOLUME SUN MON TUE WED THU FRI SAT 12 AM 1 AM 40 61 33 28 29 51 30 50 ` 1 AM - ` 2 AM 29 53 18 22 29 23 24 33 ` 2 AM - ` 3 AM 10 6 6 7 9 7 25 12 3 AM - ` 4 AM 8 11 9 3 5 7 16 8 4 AM' - `_ 5 AM 21 14 21 23 24 20 26 19` 5 AM - 6 AM 50 25 53 72 59 60 44 37 6 AM - ' 7 AM 127 49 149 173 166 149 135 71 7 AM - ` 8 AM 289 118 340 338 363 368 314 184 ` 8 AM - ` 9 AM 408 231 415 504 465 510 441 287 9 AM - `10 AM 421 341 420 494 418 463 419 394 10 AM - `11 AM 447 376 404 477 491 481 457 440 11 AM - 12 PM 481 428 400 482 519 529 499 509 ' 112 PM 1 PM 473 379 480 527 486 515 501 421 1 PM - ` 2 PM 451 397 468 476 474 494 473 376 2 PM 3 PM 461 363 453 478 499 516 526 390 3 PM 4 PM 488 329 537 540 536 524 536 414 I 4 PM 5 PM 495 331 504 549 558 580 549 392 5 PM 6 PM 477 356 475 547 623 602 503 333 6 PM 7 PM 386 346 400 381 383 443 413 333 ' • 7 PM - ` 8 PM 306 290 267 324 270 363 354 276 ` 8 PM 9 PM 294 285 283 317 318 302 272 281 ` 9 PM - `10 PM 196 148 192 178 218 211 189 237 10 PM - `11 PM 124 81 92 106 114 161 130 181 ' 11 PM - `12 AM 78 57 51 65 85 72 113 102 6,560 - AVERAGE DAILY TRAFFIC VOLUME 1 I 1 1 1 • 2 1 IM, P'1 r Blind Rock Road r All Traffic r 20000 - 18332 18000 - -- c 16000 .� 14540- 14000 12000 LL 10000 __ w 3717 8000 6000 3776 I i m 4000 l 2000 22 33g 1430 + ,690 101- -1-3- 0 0-5 6-10 11-15 16-20 21-25 26-30 31-35 36<10 4145 46-50 51-55 Vehicle Speeds i ' Blind Rock Road Traffic Speeds 65 - - 1 60 — - - - - - - - - 55 - - - - - 50 - - — - _ _Via• - ' 45 40 - - _....,. 35 ' 30 II - 25 ' 20 ,AM AM AM AMIAMIAM�AMIAM AM AM AM AM PMIPMIPM PM PM PM PMI PM PMIPM�PMIPM 12 11 2 3 �� 4 5 6 7 8 9 10 11 1 12, 1 21 3 '�, 4 ; 5 (6 7 8 � 9 110 11 -'-•Average Speed 85th Speed Maximum Speed 1 1 3 i i • Blind Rock Road,Eastbound Traffic I200 feet west of Bay Road Posted Speed Limit-Speed Limit 40 Average Speed-26 85th Percentile Speed-33 10 mph Speed Range-21 to 31 mph I Percentage within 10 mph Speed Range-53% Total Vehicles Counted—25,160 Vehicles Average Daily Traffic Volume=3,173 Vehicles per day Average Weekday Traffic Volume-3,393 Vehicles per day IVehicle Type Quantity Percentage Cars 20,352 81% I Motorcycles 285 1% Pickups/Vans/SUV 4,148 17% Buses 44 00/0 ' Trucks 20 00/0 Tractor-trailers 131 1 ' Blind Rock Road 200 feet west of Bay Road Eastbound Traffic May 26-June 2,2007 • AVERAGE TRAFFIC ' VOLUME SUN MON TUE WED THU FRI SAT 12 AM - ' 1 AM 29 46 27 22 15 36 20 36 1 AM - ' 2 AM 21 43 16 15 17 12 17 28 2 AM 3AM 7 4 4 5 8 1 21 4 ' 3 AM - ' 4 AM 5 10 4 1 1 4 10 3 ' 4AM 5AM 12 8 9 14 16 11 16 9 ` 5 AM - ` 6 AM 22 10 25 29 25 24 21 20 ' 6 AM -' 7 AM 56 19 65 78 74 68 59 27 ' 7 AM -' 8 AM 119 45 149 148 146 157 121 65 8 AM 9 AM 162 85 172 202 176 216 181 99 9 AM -`10 AM 168 134 153 183 176 187 170 172 ' 10 AM -'11 AM 195 160 171 221 220 205 200 185 11 AM -'12 PM 206 177 163 214 232 229 211 216 12 PM 1 PM 221 190 221 238 230 227 239 205 1 PM 2 PM 220 175 220 244 223 263 229 187 I 2 PM - ' 3 PM 228 173 216 251 248 251 260 196 ' 3 PM 4 PM 242 161 261 266 266 251 258 231 ` 4 PM - ' 5 PM 265 144 269 294 303 304 277 194 ' 5 PM - ' 6 PM 248 186 244 268 283 310 273 175 ' 6 PM 7 PM 199 187 208 190 206 226 204 172 7 PM - ' 8 PM 160 172 140 175 131 182 176 143 8 PM - ` 9 PM 160 148 154 177 178 165 158 137 9 PM - 'to PM 112 83 116 113 119 117 107 131 10 PM - '11 PM 79 48 58 74 78 108 84 100 • 11 PM - '12 AM 49 38 34 41 55 41 72 65 3,173 AVERAGE DAILYTRAFFIC VOLUME ' 4 I • Blind Rock Road Eastbound Traffic ' 8000 ��63 u 7000 fi009 5, 6000 4833 ' c 5000 LL 4000 -3456_ m -- u 3000 ' r 2000 137-9 1653 > 1000 21 306 I I ° , I 4-1-773 8 0 r I ' 0-5 6-10 11-15 16-20 21-25 26-30 31-35 3640 41-45 46-50 51-55 Vehicle Speeds 1 ' Blind Rock Road Eastbound Traffic Speeds ' 65 — — — - - — so 55 — — — — — 45 40 35 30 25 — — — ' 20 IAM AMIAMIAM AMIAM AMIAM AM AM AM AMIPMIPM PM PMIPMIPM PM PM PM PMIPM PM i 12 1 2 i 3 4 1 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 B 9 10 11 I —Average Speed Wh Speed - Maximum Speed ' • 5 I • Blind Rock Road,Westbound Traffic ' 200 feet west of Bay Road Posted Speed Limit- Speed Limit 40 ' Average Speed-30 85th Percentile Speed-34 10 mph Speed Range-25 to 35 mph ' Percentage within 10 mph Speed Range-53% Total Vehicles Counted—26,823 Vehicles Average Daily Traffic Volume=3,386 Vehicles per day Average Weekday Traffic Volume-3,614 Vehicles per day ' Vehicle Type Quantity Percentage Cars 22,032352 82% ' Motorcycles 368 1% Pickups/Vans/SUV 4,210 16% Buses 48 0% Trucks 123 00/0 ' Tractor-trailers 42 0% Blind Rock Road ' 200 feet west of Bay Road Westbound Traffic July 14-Juty 21,2011 M. AVERAGE TRAFFIC VOLUME SUN MON TUE WED THU FRI SAT ' 12 AM 1 AM 11 15 6 6 14 15 10 14 1 AM -' 2 AM 8 10 2 7 12 11 7 5 ' 2 AM - ' 3 AM 4 2 2 2 1 6 4 8 ' 3AM - ' 4AM 4 1 5 2 4 3 6 5 4 AM - ' 5 AM 9 6 12 9 8 9 10 10 5 AM -' 6 AM 28 15 28 43 34 36 23 17 6 AM -' 7 AM 72 30 84 95 92 81 76 44 ' 7 AM -' 8 AM 171 73 191 190 217 211 193 119 8 AM -' 9 AM 246 146 243 302 289 294 260 188 9 AM - '10 AM 253 207 267 311 242 276 249 222 10 AM - '11 AM 252 216 233 256 271 276 257 255 ' 11 AM - '12 PM 275 251 237 268 287 300 288 293 12 PM - ' 1 PM 251 189 259 289 256 288 262 216 1 PM - ' 2 PM 231 222 248 232 251 231 244 189 ' 2 PM - ' 3 PM 233 190 237 227 251 265 266 194 3 PM - 4 PM 246 168 276 274 270 273 278 183 4 PM -' 5 PM 240 187 235 255 255 276 272 198 5 PM 6 PM 229 170 231 279 240 292 230 158 ' 6 PM - ' 7 PM 187 159 192 191 177 217 209 161 7 PM - ' 8 PM 146 118 127 149 139 181 178 133 8 PM - ' 9 PM 134 137 129 140 140 137 114 144 ' 9 PM - 'to PM 84 65 76 65 99 94 82 106 10 PM - '11 PM 45 33 34 32 36 53 46 81 11 PM - '12 AM 28 19 17 24 30 31 41 37 3,386 AVERAGE DAILYTRAFFIC VOLUME I6 I I I I� Blind Rock Road Westbound Traffic 12000 I _11329 9707 10000 8000 €li d 6 4000 -2952 — 2064 j 2000 1 33 111 320 27 f 3 28 5 0 0-5 6-10 11-15 16-20 21-25 26-30 31-35 36-40 41.45 46-50 51-55 Vehicle Speeds I Blind Rock Road Westbound Traffic Speeds 55 50 — I� F—, 45 40 35 30 �, 25 - 20 AM'AM AM AM AMIAMI AMIAMI AMIAMIAM AMIPM�PMI PMIPM PM PMI PM PMIPM�PM PMI � 12 1 2 3 4 ' 5 � 6 � 7 8 , 9 10 11 ; 121 1 ; 2 3 4 5 8 7 8 9 10 111 —Average Speed ®85th Speed — Maximum Speed I I I I I � 1 • 1 ' TRIP-GENERATION CALCULATIONS 1 1 1 i i • Office Space I Trip Generation Summary Land Use Code(710) AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 14,000 SF 19 3 22 4 17 21 IDrive-in Bank Adjacent Street Trip Generation Summary ' Land Use Code(912) AM Peak Hour PM Peak Hour Enter Exit _F7T5tal Enter Exit Total 1,800 SF 13 9 22 22 22 44 ' Specialty Retail Trip Generation Summary Land Use Code (826) AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 40,380 SF 16 17 33 52 66 118 I Apartments Trip Generation Summary Land Use Code(220) AM Peak Hour PM Peak Hour ' Enter Exit Total Enter Exit Total 142 Units 15 58 73 62 34 96 • Total 63 87 150 140 139 279 1 1 I 1 1 1 ' 2011037.00 Fome sSWare TIS Town d Queen" ' • Trip Genera0on Gets for Pro sed D.bpnn.m 1000's SF I AMPM General Olga BOSEI ]10 14.0 Trip Generation Summery p Role 1.58 /.49 Land Vsa pM Peak Hotr PM Peak Hour ' Cdde 710 Enter ExN TOWI Elver Ekil Tdal 14,ODDSF 19 9 22 4 1] 21 TOWS Taps AW PM 22 21 f AM EMeI 59% 19 AM Exil 12% 3 PM Ented 17% 4 PM B3% 17 1 I 1 I I I • Greenman-Pedersen,Inc. 4HA2013 Page 1 I 201lD37.00 Fowlers Seuare TIS Town M Queensbury '• Trip Generallon Date for Pr w o W D eln msnl 10g0'e SF I AM PM Drlee4n Sank M 1900 wM Sbeel Avg Hale 1208 24.30 Adleaml Slreel Trip Generaim Sunmery lane Use AM Peek Hoa PM Peak Har Taal Trl sAWPM 22 6e Cw)n 9/2 EWl E.11 T-11 EMar Ezk ToWI 1,BOOSF 131 91 22j 11ed ' AM 43 9% AM ExI e3% 9 PM Ent S0% ?? PM E*W W0 ?2 I I I I 1 I 1 I• GmenmamPedersen,Inc. 052013 Pago 1 I 2011037.00 F.Ws Square TIS Townof Queen ury 1 • Up Genomflon Dale for Propose Development ' 1000's SF I PM SpecWty Reta110enfar 626 40.4 Atiacenl6Uee1 Trip Ganmalion Sum Av Rele 2.71. =Usa AM Peek Hour PM Pam Maur ' TotalU PM a2.0+21.48 116 Code 826 Enter FxB Trial ENar Eul Tool Ra00n AMIPM SIroppirq Center 0.276 9j wl wl 116 Trial Trl AM 33 AM Entari 45% 16 ' AM Ea61 52% 17 PM Eats "% 52 PM Fairy 66 1 1 I I 1 I • GmenmamPWersen,Inc. 4 2013 Pagel I 2011037.00 Fowlers Squere TIS Town of OueensEury I '• Trip Generation Data for Proposed 0evelopment 9of Unit I AM PM A ertmani 22a 142 Ad cent Sheol Mg Rare 0.51 0.62 ' Trip Generaalien S T.W Tr AM=0.49X.3.73 73 Lap Use AM Peak Hour PM Pack How Total Tr PM=0.55X.17.66 9B Cwk Eller Es8 Total Eder JEM ITot.1 142 Units 15 56 73 6Z 34 96 ' AM Eninwing 15 AM�m 60% 58 PM Enter' 65% 82 PM Ex0' 35% 134 I I I I I I I I • Green.n-Pedersen,Ins. 4t9/2113 Pagel 1 1 � 1 1 1 � _ ' CAPACITY ANALYSIS WORKSHEETS 1 • I I I 1 • 1 I ' HCM Signalized Intersection Capacity Analysis 3: Bay Road & Blind Rock Road/Haviland Road 2013 AM Peak Hour Existing Conditions Molremen.L_._ .._ -. EBL EBT EBR . 19BL - _W_B_T__WBR NBL NBT NBa.._ SBL__SBT SBI. Lane Configurations 4T* *4 •+ T+ Volume(vph) 52 80 71 32 106, 24 61 110 31 28 208 110 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 0.96 1.00 0.97 1.00 0.95 FIt Protected 0.99 0.99 0.95 1.00 0.95 1.00 Satd.Flow(prof) 1780 1810 1805 1812 1805 1790 ' FIl Permitted 0.88 0.90 0.54 1.00 0.65 1.00 Said.Flow(perm) 1587 1641 1017 1812 1230 1790 Peak-hour factor, PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.81 0.81 0.81 0.94 0.94 0.94 Adj. Flow(vph) 57 88 78 38 125 28 75 136 38 30 221 117 RTOR Reduction(vph) 0 0 0 0 0 0 0 15 0 0 29 0 Lane Group Flow(vph) 0 223 0 0 191 0 75 159 0 30 309 0 Heavy Vehicles(46) 0% 1% 0% 3% 2% 0% 0% 1% 3% 0% 1% 0% 1 Turn Type Perm NA Perm NA Perm, NA Perm. NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 ' Actuated Green,G(s) 20.0 20.0 35.0 35.0 35.0 35.0 Effective Green,g(s) 20.0 20.0 35.0 35.0 35.0 35.0 Actuated g/C Ratio 0.30 0.30 0.52 0.52 0.52 0.52 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 ' • Lane Grp Cap(vph) 473 489 531 946 642 935 v/s Ratio Pro( 0.09 c0.17 v/s Ratio Perm c0.14 0.12 0.07 0.02 ' vie Ratio 0,47 0.39 0.14 0.17 0.05 0.33 Uniform Delay,dt 19.2 18.7 8.3 8.4 7.8 9.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.3 2.3 0.6 0.4 0.1 0.9 ' Delay(s) 22.5 21.0 8.8 8.8 8.0 10.2 Level of Service C C A A A B Approach Delay(s) 22.5 21.0 6.8 10.0 ' Approach LOS C C A B Intpoection Summary HCM 2000 Control Delay 14.5 HCM 2000 Level of Service B ' HCM 2000 Volume to Capacity ratio 0.38 Actuated Cycle Length(s) 67.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period(min) 15 ' c Critical Lane Group I I ' 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen, Inc. Page 1 I I I HCM Signalized Intersection Capacity Analysis 3: Bay Road & Blind Rock Road/Haviland Road 2013 PM Peak Hour Ebsting Conditions I � -'# - 4- .4\ t r ti 1 -V Movamw ..-.. : EBI`_.EBT_ .. EBR WBIL _WBT__ WBR NBL.. NBT NBR Sj3L SF . SBR Lane Configurations 4 44 A ' Volume(0) 141 121 60 35 105 51 68 269 54 39 175 99 Ideal Flow(vphpl) 1900 1900 t900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 ' Frt 0.97 0.96 1.00 0.97 1.00 6.95 Fit Protected 6.98 0.99 0.95 1.00 0.95 1.00 Said.Flow(Prot) 1806 1786 1805 1828 1805 _1786 I Fit Permitted 0.75 0.88 0.58 1.00 0.50 1.00 Said.Flow(perm) 1382 1592 1100 1828 944 1786 Peak-hour factor,PHF 0.89 _ 0.89 0.89 0.85 0.85 0.85 0,85 0.85 0.85 0.94 0.94 0.94 ' Adj,Flow(vph) 158 136 67 41 124 60 80 316 64 41 186 105 RTOR Reduction(vph) 0 0 0 0 0 0 0 11 0 0 31 0 Lane Group Flow(vph) 0 361 0 0 225 0 80 369 0 41 260 0 Heavy Vehicles(°h) 0% 1% 0% 3% 2% 0% 0% 1% 3% 0% 1% 0% ' Turn Type Perm NA. Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 ' Actuated Green,G(s) 20.0 20.0 35.0 35.0 35.0 35.0 Effective Green,g(s) 20.0 20.0 35.0 35.0 35.0 35.6 Actuated g/C Ratio 0.30 0.30 0.52 0.52 0.52 0.52 Clearance Time(a) 6.0 6.0 6.0 6.0 6.0 6.0 ' • Lane Grp Cap(vph) 412 475 574 954 493 932 v/s Ratio Prot c0.20 0.15 v/s Ratio Perm c0.26 0.14 0.07 0.04 ' v/c Ratio 0.88 0.47 0.14 0.39 0.08 0.28 Uniform Delay,d1 22.3 19.2 8.2 9.6 8.0 8.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 22.1 3.4 0.5 1.2 0.3 0.7 ' Delay(s) 44.5 22.6 8.7 10.8 8.3 9.7 Level of Service D c A B A A Approach Delay(s) 44.5 22.6 10.4 9.5 Approach LOS D C B A intersection Summary HCM 2000 Control Delay 21.1 HCM 2000 Level of Service C ' HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length(s) 67.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period(min) 15 ' c Crillcal Lane Group I I • 2013001.00 Fowler's Square TIS Update Syncluo 8 Report Greenman-Pedersen, Inc. Page 1 I HCM Signalized Intersection Capacity Analysis 3: Bay Road & Blind Rock Road/Haviland Road 2018 AM Peak Hour No-Build Conditions I ypindnt _...-_ FBL _EBT;__ EBR_-_ W,BL.-_WBT W6R __NBL , .N@L__NBR S8L5BT . SBR Lane Configurations F?+ tfi p Volume(vph) 55 84 75 33 112 26 64 116 32 29 219 - 116 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 MID 1900 1900 1900 1900 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 I Frt 0.95 0.98 1.00 0.97 1.06 0.95 Fit Protected 0.99 0.96 0.95 1.00 0.95 1.00 Said.Flow(pro!) 1780 1809 1805 1812 1805 1790 ' Fit Permitted 0.88 0.90 0.52 1.00 0.64 1.00 Said.Flow(perm) 1584 1652 985 1812 1220 1790 Peak-hour factor,PHF 0,91 0.91 0.91 0.85 0.85 0.85 0.81 0.81 0.81 0.94 0.94 0.94 Adj.Flow(vph) 60 92 82 39 132 31 79 143 40 31 233 123 RTOR Reduction(vph) 0 0 0 0 0 0 0 15 0 0 28 0 Lane Group Flovi(vph) 0 234 0 0 202- 0 79 168 0 31 328 0 Heavy Vehicles(%) 0% 1% 0% 3% 2% 0% 0% 1% 3% 0% 1% 0% I Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 I Actuated Green,G(s) 20.0 20.0 35.0 35.0 35.0 35.0 Effective Green,g(s) 20.0 20.0 35.0 35.0 35.0 35.0 Actuated g/C Ratio 0.30 0.30 0.52 0.52 0.52 0.52 Clearance Time(s) 6.0 6.0 .6.0 6.0 6.0 6.0- ' • Lane Grp Cap(vph) 472 493 514 946 637 935 v/s Ratio Prot 0.09 00.18 v/s Ratio Perm 00.15 0.12 0.08 0.03 ' We Ratio 0.50 - 0.41 0.15 0.18 0.05 0.35 Uniform Delay,d1 19.3 18.8 8.3 8.4 7.8 9.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.7 2.5 0.6 0.4 0.1 1.0 ' Delay(s) . - . 23.0 21.3 8.9 8.8 8.0 10.4 Level of Service C C A A A B Approach Delay(a) 23.0 21.3 8.9 10.2 I Approach LOS C C A B Jntersection Summay". HCM 2000 Control Delay 14.7 HCM 2000 Level of Service B ' HCM 2000 Volume to Capacity ratio 0.40 Actuated Cycle Length(s) 67.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period(min) 15 Ic Critical Lane Group I ' • 2011001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen, Inc. Page 1 I ' HCM Signalized Intersection Capacity Analysis 3: Bay Road & Blind Rock Road/Haviland Road 2018 PM Peak Hour No-Build Conditions I � --.* -• z F 4- 4N t /0� w 1 41 Movement EBL__EBT_. E8_R ._ WBL WBT WBR.__NBL NBT NBR SBL SBT. SBf# Lane Configurations .14 4# j, ►i 'A ' Volume(vph) 148 128 63 36 116 54 72 283 57 41 184 104 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.0 60 6.0 6.0 &0 6.0 Lane UBI,Factor 1.00 1.00 1.00 1.00 1.00 1.00 ' Frt 0.97 0.96 1.00 0.97 1.00 0.95 Fit Protected 0.98 0.99 0.95 1.00 0.95 1.00 Said.Flow(prot) 1806 1785 1805 1828 1805 1786 ' Fit Permitted 0.74 0.88 0.56 1.00 0.48 1.00 Said.Flow(perm) 1365 1583 1071 1828 910 1786 Peak-hour factor,PHF 0.89 0.89 0.89 0,95 0.85 0.85 0.85 0.85 0.85 0.94 0.94 0.94 Adj.Flow(vph) 166 144 71 42 129 64 85 333 67 44 196 111 ' RTOR Reduction(vph) 0 0 0 0 0 0 0 11 0 0 31 0 Lane Group Flow(vph) 0 381 0 0 235 0 85 389 0 44 276 0 Heavy Vehicles(%) 0% 1% 0% 3% 2% 0% 0% 1% 3% 0% 1% 0% ' Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 I Actuated Green,G(s) 20.0 20.0 35.0 35.0 35.0 35.0 Effective Green,g(s) 20.0 20.0 35,0 95.0 35.0 35.0 Actuated g/C Ratio 0.30 0.30 0.52 0.52 0.52 0.52 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 ' • Lane Grp Cap(vph) 407 472 559 954 476 932 v/s Ratio Prot c0.21 0.15 v/s Ratio Perm c0.28 0.15 0.08 0.05 ' v/c Ratio 0.94 0.50 0.15 0.41 0.09 0.30 Uniform Delay,d1 22.9 19.4 8.3 9.7 8.0 9.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 31.1 3.7 0.6 1.3 0.4 0.8 Delay(s) 54.0 23.1 8.9 11.0 8.4 9.9 Level of Service D C A B A A Approach Delay(s) 54.0 23.1 10.6 9.7 ' Approach LOS D C B A Intersection Summary HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length(s) 67.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 71.5% ICU Level of Service C Analysis Period(min) 15 ' c Critical Lane Group 1 I ' • 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen,Inc, Page 1 i I HCM Signalized Intersection Capacity Analysis 3: Bay Road & Blind Rock Road/Haviland Road 2018 AM Peak Hour Build Conditions-No Improve. I --* --p- N .- ~ 4\ T /* `► 1 -V Movemedi EBL - .EBT __EBR _ WBL__WBT WBBt-_ NBL NET_ NBR SBL SBT SBR Lane Configurations 4+ _ •A Vi '+ I Volume(vph) 57. 91 75 34 117 26 64 123 34 29 224 117 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 .6.0 Lane Ufil.Factor 1.00 1.00 1.00 1.00 1.00 1.00 ' Fri 0.95 0.98 1.00 0.97 1.00 0.95 Fit Protected 0.99 0.99 0.95 1.00 o.95 1.00 Said.Flow(Prot) 1184 1810 1805 1812 1805 1791 I Fit Permitted 0.87 0.91 0,51 1.00 0.64 1.00 Said.Flow(perm) 1580 1656 975 1812 1208 1791 Peak-hour factor,PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.81 0.81 0.81 0.94 0.94 0.94 I Adj.Flow(vph) 63 100 82 40 138 31 79 152 42 31 238 124 RTOR Reduction(vph) 0 0 0 0 0 0 0 15 0 0 28 0 Lane Group Flow(vph) 0 245 0 0 209 0 79 179 0 31 334 0 Heavy Vehicles(%) 0% 1% 0% 3% 2010 0% 0% 1% 3% 0% 1% 0% I Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 ' Actuated Green,G(s) 20.0 20.0 35.0 35.0 35.0 35.0 Effective Green,g(s) 20.0 20.0 35.0 35.0 35.0 35.0 Actuated g/C Ratio 0.30 0.30 0.52 0.52 0.52 0.52 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 ' • Lane Grp Cap(vph) 471 494 509 946 631 935 v/s Ratio Prot 0.10 c0.19 v/s Ratio Perm c0.16 0.13 0.08 0.03 I v/c Ratio 0.52 0.42 0.16 0.19 0.05 0.36 Uniform Delay,dl 19.5 18.9 8.3 8.5 7.8 9.4 Progression Factor 1.00 1.00 1.00 1,00 1.00 1.00 Incremental Delay,d2 4.1 2.6 0.6 0.4 0.1 1.1 ' Delay(s) 23.6 21.5 9.0 8.9 8.0 10.5 Level of Service C C A A A B Approach Delay(s) 23.6 21.5 8.9 10.3 I Approach LOS C C A B Intersection Summary HCM 2000 Control Delay 15.0 HCM 2000 Level of Service 8 ' HCM 2000 Volume to Capacity ratio 0.42 Actuated Cycle Length(s) 67.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 562% ICU Level of Service 8 Analysis Period(min) 15 ' c Critical Lane Group I I I 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen, Inc. Page 1 I HCM Unsignalized Intersection Capacity Analysis 6: Bay Road & Fowler Square 2018 AM Peak Hour Build Conditions-No Improve. I • s , 4, tl -*I Movement- . '_:..__ _- EBL -EBR.- _NBL NOT SBT SOR Lane Configurations I r 4 T+ Volume(veh/h) 9 43 32 212 327 6 Sign Control Slop Free Free Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.85 0.85 0.90 0.90 Hourly Flow rate(vph) 10 48 38 249 363 7 Pedestrians Lane Width(ft) ' Walking Speed(11/s) Percent Blockage Right turn flare(veh) Median type TWLTL TWLTL ' Median storage veh) 2 2 Upstream signal(ft) 651 pX,platoon unblocked 0.97 0.97 0.97 I VC,conflicting volume 691 367 370 vC1,stage 1 conf vol 367 vC2,stage 2 conf vol 325 vCu,unblocked vol 664 329 332 I tC,single(s) 6.4 6.2 4.1 IC,2 stage(s) 5.4 IF(s) 3.5 3.3 2.2 ' • p0 queue free% 98 93 97 cM capacity(veh/h) 590 690 1187 DirecD66,Lane#.- EB 1 . EB 2 NO.1 _NQ 2 SB 1 ' Volume Total 10 48 38 249 370 Volume Left 10 0 38 0 0 Volume Right 0 - 48 0 0 7 cSH 590 690 1187 1700 1700 ' Volume to Capacity 0.02 0.07 0.03 0.1.5 0.22 Queue Length 95th(ft) 1 6 2 0 0 Control Delay(s) 11.2 10.6 9.1 0.0 0.0 ' Lane LOS B B A Approach Delay(s) 10.7 1.1 0.0 Approach LOS B ' Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 34.2°A ICU Level of Service. A ' Analysis Period(min) 15 I ' • 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen, Inc. Page 2 I ' HCM Unsignalized Intersection Capacity Analysis 8: Fowler Square & Blind Rock Road 2018 AM Peak Hour Build Conditions-No Improve. Movelnebt . _ EBT _EBR- . WBL WBT _NBL . NBR Lane Configurations rT Y I Volume(veh/h) 214 19 6 292 _ 26 9. Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0,85 0.85 0.90 0.90 I Hourly flow rate(vph) 240 21 7 344 29 10 Pedestrians Lane Width(ft) I Walking Speed(ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal-(ft) 382 pX,platoon unblocked 0,98 vC,conflicting volume 262 609 251 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 262 591 251 I IC,single(s) 4.1 - 6.4 6.2 IC,2 stage(s) tF(s) 2.2 3.5 3.3 '• p0 queue free% 99 94 99 cM capacity(veh/h) 1302 458 788 Direction,Lane# EB 1 -WB 1 NR 1 ' Volume Total 262 351 39 Volume Left 0 7 29 Volume Right 21 0 10 cSH 1700 1302 513 Volume to Capacity 0.15 0.01 0.08 Queue Length 95th(ft) 0 0 6 Control Delay(s) 0.0 0.2 12.6 ' Lane LOS A B Approach Delay(s) 0.0 0.2 12.6 Approach LOS B ' )ntersection Summary Average Delay 0.9 Intersection Capacity Utilization 30.2% ICU Level of Service A ' Analysis Period(min) 15 I ' • 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen, Inc. Page 3 I I I HCM Signalized Intersection Capacity Analysis 3: Bay Road & Blind Rock Road/Haviland Road 2018 PM Peak Hour Build Conditions-No Improve. ' • t -,* f- *,- -, t ti 1 r MAyetnerri _EBL__. _EST EBR WELL __ _WSJ . WBR NBL _ NBT NBR $BL SBT SB.R Lane Configurations 4 4+ Vi T+ ►j '+ ' Volume(vph) 150 138 63 38 120 54 72 293 59 41 194 106 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util._Facto_r 1.00 1.00 1.00 1.00 1.00 1.00 Fr1 0.98 0.97 1.00 0.98 1.00 0.95 Fit Protected 0.98 0.99 0.95 1.00 0.95 1.00 Said.Flow(prot) 1808 1788 1805 1828 1805 1788 ' Fit Permitted 0.73 0.87 0.55 1.00 0.47 1.00 Said.Flow(perm) 1345. 1571 1050 1828 887 1788 Peak-hour factor,PHF 0.89 0.89 0.89 0.85 0,85 0.85 0.85 0.85 0.85 0.94 0.94 0.94 ' Adj.Flow(vph) 169 155 71 45 141 64 85 345 W 44 206 113 RTOR Reduction(vph) 0 0 0 0 0 0 0 11 0 0 30 0 Lane Group Flow(vph) 0 395 0 0 250 0 85 403 0 44 289 0 Heavy Vehicles(%) 0% 1% 0%, 3% 2% 0% 0% 1% 3% 0% 1% 0% ' Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 ' Actuated Green,G(s) 20.0 20.0 35.0 35.0 35.0 35.0 Effective Green,g(s) 20.0 20.0 35.0 35.0 35.0 35.0 Actuated gtC Ratio 0.30 0.30 0.52 0.52 0.52 0.52 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 ' • Lane Grp Cap(vph) 401 468 548 954 463 934 v/s Ratio Prot c0.22 0.16 v/s Ratio Perm c0.29 0.16 0.08 0.05 I v/c Ratio 0.99 0.53 0.16 0.42 0.10 '0.31 Uniform Delay,dl 23.4 19.6 8.3 9.8 8.0 9.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 41 A 4.3 0.6 1.4 0.4 0.9 ' Delay(s) 64.7 23.9 8.9 11.2 8.4 10.0 Level of Service E C A B A A Approach Delay(s) 64.7 23.9 10.8 9.8 Approach LOS E C B A Intersection Summary HCM 2000 Control Delay 26.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length(s) 67.0 Sum of lost lime(s) 12.0 Intersection Capacity Utilization 73.4% ICU-Level of Service D Analysis Period(min) 15 Ic Critical Lane Group I I I • 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen,Inc. Page 1 I ' HCM Unsignalized Intersection Capacity Analysis 6: Bay Road & Fowler Square 2018 PM Peak Hour Build Conditions-No Improve. ";v 4\ t 1 4' EBL..__EBJ2_ NBL . NBT - S-B_T--._SBR Lane ConfigurationsVi r t T+ ' Volume(veh/h) : 12 60 60 412 _ 283 12 Sign Control Stop Free Free Grade_ 0% 0% 0% Peak Hour Factor 0.90 0.90 0.85 0.85 0.90 0.90 ' Hourly flow rate(vph)_ 13 67 71 485 314 13 Pedestrians Lane Width(ft) Walking Speed(f/s) Percent Blockage Right turn flare(veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal M 651 pX,platoon unblocked 0.99 0.99 0.99 ' vC,conflicting volume 947 321 328 vC1,stage 1 oonf vol 321 vC2,stage 2 conf vol 626 - vCu,unblocked vol 944 315 321 ' IC,single(a) 6.4 6.2 4.1 lC,2 stage(s) 5A IF(s) 3.5 3.3 2.2 ' '• p0 queue free% 97 91 94 cM capacity(veh/h) 459 722 1232 Direction,Lane.# EB 1 EB2 NB4. NB2 SB 1 Volume Total 13 67 71 485 328 Volume Left 13 0 71 0 0 Volume Right 0 67 0 0 13 ' cSH 459 722 1232 1700 1700 Volume to Capacity 0.03 0.09 0.06 6.29 0.19 Queue Length 95th(ft) 2 8 6 0 0 Control Delays) 13.1 10.5 8.1 0.0 0.0 ' Lane LOS B B A Approach Delay(s) 10.9 1.0 0.0 Approach LOS B Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 32.3% .ICU Level of Service A Analysis Period(min) 15 ' • 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen, Inc. Page 2 1 ' HCM Unsignalized Intersection Capacity Analysis 8: Fowler Square & Blind Rock Road 2018 PM Peak Hour Build Conditions-No Improve. /10 Moverneut EBT EBR WBL WBT NgL .N_BR Lane Configurations t Volume(veh/h) 339 36 12 286 36 12 Sign Control Free Free Slop Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.85 0.85 0.90 0.90 ' Hourly flow rate(vph) 381 40 14 336 40 13 Pedestrians Lane Width(ft) Walking Speed(ftls) Percent Blockage Right turn flare(veh) Median type None None t Median storage veh) Upstream signal(ft) 382 pX,platoon unblocked ' vC,conflicting volume 421 766 401 vC1,stage 1 conf vol YC2,stage 2 conf vol vCu,unblocked vol 421 766 401 ' lC,single(s) 4.1 6.4 6.2 tC,2 stage(s) 1F(s) 2.2 3.Q 3.3 • p0 queue free% 99 89 98 cM capacity(vetdh) 1138 366 649 Pirebtio Lane:t EB 1 .WB 1 ._.t4BI ' Volume Total 421 351 53 Volume Left 0 14 40 Volume Right 40 0 13 cSH 1700 1138 411 ' Volume to Capacity 0.25 0.01 0,13 Queue Length 95th(ft) 0 1 11 Control Delay(s) 0.0 0.5 15.1 ' Lane LOS A C Approach Delay(a) 0.0 0.5 15.1 Approach LOS C ' Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 34.8% ICU Level of Service A ' Analysis Period(min) 15 1 1 ' • 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen,Inc. Page 3 1 1 ' HCM Signalized Intersection Capacity Analysis 3: Bay Road & Blind Rock Road/Havlland Road 2018 AM Peak Hour Build Conditions-Pretime Adjusted ' • - 7 f- .- 4\ T P 1 1 r Movement EBL EBT_ _EBR -..WBL WBT .MR NBL NET NBR SBL _- -$BT 88R Lane Configurations +T, ,T, Vi A ►( p ' Volume(vph) 57 91 75 34 117 26 64 123 34 29 224 117 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 ' Lane Ufil, Factor 1.00 1.00 1.00 1.00 1.00 1.00 Fri 0.95 0.98 1.00 0.97 1.00 0.95 FIt Protected 0.99 0.99 0.96 1.00 0.95 1.00 Satd.Flow(prot) 1784 1810 1805 1812 1805 1791 Fit Permitted 0.87 0.91 0.45 1.00 0.64 1.00 Said.Flow(perm) 1580 1859 848 1812 1208 1791 Peak-hour factor,PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.81 0.81 0.81 0.94 0.94 0.94 ' Adj.Flow(vph) 63 100 82 40 138 31 79 152 42 31 238 124 RTOR Reduction(vph) 0 0 0 0 0 0 0 17 0 0 31 0 Lane Group Flow(vph) 0 245 0 0 209 0 79 177 0 31 331 0 Heavy Vehicles(%) 0% 1% 0% 3% 2% 0% 0% 1% 3% 0% 1% 0% ' Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green,G(s) 27.0 27.0 21.0 21.0 21.0 21.0 Effective Green,g(s) 27.0 27.0 21.0 21.0 21.0 21.0 Actuated g/C Ratio 0.45 0.45 0.35 0.35 0.35 0.35 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 • Lane Grp Cap(vph) 711 746 296 634 422 626 v/s Ratio Prot 0.10 c0.18 v/s Ratio Perm c0.16 0.13 0.09 0.03 v/c Ratio 0.34 0.28 0.27 0.28 0.07 0.53 Uniform Delay,dl 10.7 10.4 14.0 14.0 13.0 15.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.3 0.9 2.2 1.1 0.3 3.2 ' Delay(s) 12.1 11.3 46.2 15.1 13.3 18.7 Level of Service B B B B B B Approach Delay(s) 12.1 11.3 15.4 18.3 ' Approach LOS B B B B Intersection$umma_ry.. - HCM 2000 Control Delay 14.9 HEM 2000 Level of Service B ' HCM 2000 Volume to Capacity ratio 0.42 Actuated Cycle Length(s) 60.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 56.20A ICU Level of Service B ' Analysis Period(min) 15 c Critical Lane Group 1 ' • 2013001.00 Fowlers Square TIS Update Synchro 8 Report Greenman-Pedersen,Inc. Page 1 1 I ' HCM Unsignalized Intersection Capacity Analysis 6: Bay Road & Fowler Square 2018 AM Peak Hour Build Conditions-Prefime Adjusted � 7 � t 1 _ Nls+uemadt _kK EBR NBL . .NJ31__.._Sj T SBR Lane Configurations �f ►� T �i Volume(veh1h) 9 43 32 212 327 6 Sign Control Slop Free Free Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.85 0.85 0.90 0.90 Hourly flow rate(vph) 16 48 38 249 363 7 Pedestrians Lane Width(ft) I Walking Speed(fUs) Percen[Blockage Right turn flare(veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal(ft) 651 pX,platoon unblocked 0.93 0.93 0.93 vC,conflicting volume 691 367 370 VC1,stage 1 conf Vol 367 vC2,stage 2 oonf vol_ 325 vCu,unblocked vol 632 283 287 IC,single(s) 6.4 6.2 4.1 IC,2 stage(s) 5.4 IF(s) 3.5 3.3 2.2 • p0 queue free% 98 93 97 cM capacity(vehm) 593 704 1188 Direction,Lane# EB 1 E6.2 N81 ND2 (i,1 ' Volume Total 10 48 38 249 370 Volume Left 10 0 38 0 0 Volume Right 0 48 0 0 7 ' cSH 593 704 1188 1700 1700 Volume to Capacity 0.02 0.07 0.03 0.15 0.22 Queue Length 951h(ft) 1 5 2 0 0 Control Delay(s) 11.2 10.5 8.1 0.0 0.0 ' Lane LOS B B A Approach Delay(s) 10.6 1.1 0.0 Approach LOS B ' Intersedlon Summary Average Delay 1.3 Intersection Capacity Utilization 34.2°A ICU Level of Service A IAnalysis Period(min) 15 I ' • 2013001.00 Fowler's Square TIS Update Synchro 8 Report Greenman-Pedersen, Inc. 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