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REGISTRY RIDGE SIXTH FILING (FIFTH FILING, FIRST REPLAT) - MAJOR AMEND. - MJA120002 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDY
Trip Generation, 8th Edition, ITE was used to estimate the daily and peak hour trip generation for Registry Ridge 5th Filing. From this reference, the equations for Single Family Detached (Code 210) were used to estimate the daily and peak hour trip generation as shown in Table 2. The trip generation resulted in 322 daily trip ends, 29 morning peak hour trip ends, and 33 afternoon peak hour trip ends. The trip distribution for Registry Ridge 5th Filing is shown in Figure 4. Figure 5 shows the site generated peak hour traffic. Background traffic projections for the short range (2017) future horizon were obtained by factoring the current traffic volumes by two percent per year. Figure 6 shows the short range (2017) background peak hour traffic at the Shields/Trilby intersection. The traffic volumes generated by the proposed Registry Ridge 5th Filing were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2017) future. Figure 7 shows the short range (2017) total peak hour traffic at the Shields/Trilby intersection. Table 3 shows the short range (2017) background morning and afternoon peak hour operation at the Shields/Trilby intersection. The Shields/Trilby intersection will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix C. Table 4 shows the short range (2017) total morning and afternoon peak hour operation at the Shields/Trilby intersection. The Shields/Trilby intersection will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix D. It is concluded that the Shields/Trilby intersection will operate acceptably with recommended geometry and control. The Shields/Trilby intersection will meet the Fort Collins criteria of level of service D or better during the peak hours with regard to operation. No further transportation analyses are required at this time. DELICH Registry Ridge 5th Filing TIS, June 2012 ASSOCIATES B. N. R.R. 287 Trilby Shields Taft Hill Harmony SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 SCALE: 1"=100' SITE PLAN Figure 2 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 Trilby Shields 7/17 479/420 166/117 14/29 295/590 136/172 92/28 314/196 8/6 167/183 102/242 73/179 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM EB LT B B EB T/RT C B EB APPROACH C B WB LT B C WB T B B WB RT B B WB APPROACH B B NB LT A B NB T B B NB RT A A NB APPROACH B B SB LT A A SB T/RT A B SB APPROACH A B Shields/Trilby (signal) OVERALL B B TABLE 2 Trip Generation for Registry Ridge 5th Filing Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 210 Single Family 28 D.U. EQ 322 EQ 7 EQ 22 EQ 21 EQ 12 DELICH Registry Ridge 5th Filing TIS, June 2012 ASSOCIATES AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 Trilby 2/1 Shields 2/1 1/2 1/6 6/3 3/2 1/3 1/2 B. N. R.R. Trilby Shields 10% 25% 30% 35% S CALE: 1"=1000' TRIP DISTRIBUTION Figure 4 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 AM/PM SHORT RANGE (2017) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 Trilby Shields 8/19 529/464 183/129 15/32 326/651 150/190 102/31 347/216 9/7 184/202 113/267 81/198 AM/PM SHORT RANGE (2017) TOTAL PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 Trilby Shields 8/19 531/465 185/130 16/34 327/657 150/190 108/34 350/218 9/7 184/202 114/270 82/200 TABLE 3 Short Range (2017) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT B B EB T/RT C B EB APPROACH C B WB LT C D WB T B B WB RT B B WB APPROACH B C NB LT A B NB T B B NB RT A B NB APPROACH B B SB LT B B SB T/RT A B SB APPROACH B B Shields/Trilby (signal) OVERALL B B TABLE 4 Short Range (2017) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT B B EB T/RT C B EB APPROACH C B WB LT C D WB T B B WB RT B B WB APPROACH B C NB LT A B NB T B B NB RT A B NB APPROACH B B SB LT B B SB T/RT A B SB APPROACH B B Shields/Trilby (signal) OVERALL B B DELICH Registry Ridge 5th Filing TIS, June 2012 ASSOCIATES APPENDIX A Larimer County Urban Area Street Standards January 2, 2001 Attachment “A” Transportation Impact Study Base Assumptions Project Information Project Name Registry Ridge, 5th Filing Project Location SW quadrant of Shields/Trilby intersection TIS Assumptions Type of Study Full: Intermediate: Memo Study Area Boundaries North: Trilby South: Registry Ridge East: Shields West: Registry Ridge Study Years Short Range: 2017 Long Range: Future Traffic Growth Rate 2% per year Study Intersections 1. Shields/Trilby 5. 2. 6. 3. 7. 4. 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: Trip Generation Rates Per ITE Code 210 (single family – equations) Trip Adjustment Factors Passby: N/A Captive Market: N/A Overall Trip Distribution North 35% South 30% East 25% West 10% Mode Split Assumptions N/A Committed Roadway Improvements None known Other Traffic Studies Areas Requiring Special Study Date: ___June 15, 2012____________________________________________ Traffic Engineer: ___Delich Associates_________________________________________ Local Entity Engineer: __________________________________________________________ B. N. R.R. 287 Trilby Shields Taft Hill Harmony SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 SCALE: 1"=100' SITE PLAN Figure 2 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 TABLE 2 Trip Generation for Registry Ridge 5th Filing Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 210 Single Family 28 D.U. EQ 322 EQ 7 EQ 22 EQ 21 EQ 12 B. N. R.R. Trilby Shields 10% 25% 30% 35% S CALE: 1"=1000' TRIP DISTRIBUTION Figure 4 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Registry Ridge 5th Filing TIS, June 2012 Trilby 2/1 Shields 2/1 1/2 1/6 6/3 3/2 1/3 1/2 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4-11-12 Observer: City of Fort Collins Day: Wednesday Jurisdiction: City of Fort Collins R = right turn Intersection: Shields/Trilby S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: Trilby Westbound: Trilby Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 2 146 51 199 39 70 6 115 314 26 87 2 115 20 22 41 83 198 512 7:45 1 140 47 188 37 95 4 136 324 26 95 3 124 20 26 47 93 217 541 8:00 2 97 28 127 24 75 4 103 230 18 68 1 87 17 31 39 87 174 404 8:15 2 96 40 138 36 55 0 91 229 22 64 2 88 16 23 40 79 167 396 7:30-8:30 7 479 166 652 136 295 14 445 1097 92 314 8 414 73 102 167 342 756 1853 PHF 0.82 0.82 0.83 0.92 4:30 7 100 22 129 48 140 9 197 326 6 35 0 41 40 47 42 129 170 496 4:45 4 102 33 139 31 122 7 160 299 4 54 2 60 38 64 51 153 213 512 5:00 3 100 31 134 43 168 6 217 351 8 53 0 61 44 53 38 135 196 547 5:15 3 118 31 152 50 160 7 217 369 10 54 4 68 57 78 52 187 255 624 4:30-5:30 17 420 117 554 172 590 29 791 1345 28 196 6 230 179 242 183 604 834 2179 PHF 0.91 0.91 0.85 0.81 APPENDIX B HCM Signalized Intersection Capacity Analysis 3: Trilby Road & Shields Street Recent AM Synchro 6 Light Report Matthew J. Delich , P. E. 6/19/2012 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1856 1770 1863 1583 1770 1863 1583 1770 1850 Flt Permitted 0.69 1.00 0.31 1.00 1.00 0.53 1.00 1.00 0.25 1.00 Satd. Flow (perm) 1277 1856 585 1863 1583 979 1863 1583 457 1850 Volume (vph) 92 314 8 73 102 167 7 479 166 136 295 14 Peak-hour factor, PHF 0.85 0.85 0.85 0.92 0.92 0.92 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 108 369 9 79 111 182 8 564 195 160 347 16 RTOR Reduction (vph) 01000 13000 108030 Lane Group Flow (vph) 108 377 0 79 111 52 8 564 87 160 360 0 Turn Type Perm Perm Perm pm+pt Perm pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Actuated Green, G (s) 13.7 13.7 13.7 13.7 13.7 23.3 22.6 22.6 27.9 24.9 Effective Green, g (s) 15.7 15.7 15.7 15.7 15.7 25.3 24.6 24.6 29.9 26.9 Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.28 0.46 0.44 0.44 0.54 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 363 527 166 529 449 458 829 704 318 900 v/s Ratio Prot c0.20 0.06 0.00 c0.30 c0.03 0.19 v/s Ratio Perm 0.08 0.14 0.03 0.01 0.05 0.24 v/c Ratio 0.30 0.71 0.48 0.21 0.12 0.02 0.68 0.12 0.50 0.40 Uniform Delay, d1 15.5 17.8 16.4 15.1 14.7 8.2 12.2 9.0 8.1 9.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 4.6 2.1 0.2 0.1 0.0 2.3 0.1 1.3 0.3 Delay (s) 15.9 22.4 18.5 15.3 14.8 8.2 14.5 9.1 9.4 9.4 Level of Service B C BBBABAAA Approach Delay (s) 20.9 15.7 13.1 9.4 Approach LOS C B B A Intersection Summary HCM Average Control Delay 14.4 HCM Level of Service B HCM Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 55.3 Sum of lost time (s) 16.0 Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase 3: Trilby Road & Shields Street Recent AM Synchro 6 Light Report Matthew J. Delich , P. E. 6/19/2012 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None Min None None Min None Maximum Split (s) 8 30 22 8 30 22 Maximum Split (%) 13.3% 50.0% 36.7% 13.3% 50.0% 36.7% Minimum Split (s) 8 22 22 8 22 22 Yellow Time (s) 344344 All-Red Time (s) 122122 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 0 8 38 0 8 38 End Time (s) 8 38 0 8 38 0 Yield/Force Off (s) 4 32 54 4 32 54 Yield/Force Off 170(s) 4 32 43 4 32 43 Local Start Time (s) 52 0 30 52 0 30 Local Yield (s) 56 24 46 56 24 46 Local Yield 170(s) 56 24 35 56 24 35 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 3: Trilby Road & Shields Street Queues 3: Trilby Road & Shields Street Recent AM Synchro 6 Light Report Matthew J. Delich , P. E. 6/19/2012 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 108 378 79 111 182 8 564 195 160 363 v/c Ratio 0.28 0.68 0.44 0.20 0.30 0.02 0.71 0.25 0.47 0.38 Control Delay 18.2 24.6 25.8 16.5 4.7 7.1 19.2 2.9 11.7 10.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.2 24.6 25.8 16.5 4.7 7.1 19.2 2.9 11.7 10.0 Queue Length 50th (ft) 29 115 22 29 0 1 157 0 24 62 Queue Length 95th (ft) 61 186 61 63 38 5 237 26 45 137 Internal Link Dist (ft) 818 862 878 762 Turn Bay Length (ft) Base Capacity (vph) 428 623 202 624 651 425 875 847 337 999 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.25 0.61 0.39 0.18 0.28 0.02 0.64 0.23 0.47 0.36 Intersection Summary 3: Trilby Road & Shields Street HCM Signalized Intersection Capacity Analysis Recent PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1855 1770 1863 1583 1770 1863 1583 1770 1850 Flt Permitted 0.46 1.00 0.53 1.00 1.00 0.24 1.00 1.00 0.29 1.00 Satd. Flow (perm) 857 1855 996 1863 1583 439 1863 1583 548 1850 Volume (vph) 28 196 6 179 242 183 17 420 117 172 590 29 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 231 7 211 285 215 19 462 129 189 648 32 RTOR Reduction (vph) 02000 1540076030 Lane Group Flow (vph) 33 236 0 211 285 61 19 462 53 189 677 0 Turn Type Perm Perm Perm pm+pt Perm pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Actuated Green, G (s) 13.6 13.6 13.6 13.6 13.6 21.3 20.6 20.6 28.7 24.3 Effective Green, g (s) 15.6 15.6 15.6 15.6 15.6 23.3 22.6 22.6 30.7 26.3 Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.29 0.43 0.41 0.41 0.56 0.48 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 245 530 285 532 452 204 771 655 407 891 v/s Ratio Prot 0.13 0.15 0.00 0.25 c0.04 c0.37 v/s Ratio Perm 0.04 c0.21 0.04 0.04 0.03 0.22 v/c Ratio 0.13 0.45 0.74 0.54 0.14 0.09 0.60 0.08 0.46 0.76 Uniform Delay, d1 14.5 16.0 17.7 16.4 14.5 9.9 12.5 9.7 7.2 11.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.6 9.9 1.0 0.1 0.2 1.3 0.1 0.8 3.9 Delay (s) 14.7 16.6 27.6 17.5 14.6 10.1 13.7 9.8 8.0 15.4 Level of Service B B C BBBBAAB Approach Delay (s) 16.3 19.6 12.8 13.8 Approach LOS BBBB Intersection Summary HCM Average Control Delay 15.5 HCM Level of Service B HCM Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 54.6 Sum of lost time (s) 12.0 Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group 3: Trilby Road & Shields Street Timing Report, Sorted By Phase Recent PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 3 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None Min None None Min None Maximum Split (s) 10 28 22 8 30 22 Maximum Split (%) 16.7% 46.7% 36.7% 13.3% 50.0% 36.7% Minimum Split (s) 8 22 22 8 22 22 Yellow Time (s) 344344 All-Red Time (s) 122122 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 38 0 8 38 End Time (s) 10 38 0 8 38 0 Yield/Force Off (s) 6 32 54 4 32 54 Yield/Force Off 170(s) 6 32 43 4 32 43 Local Start Time (s) 50 0 28 50 58 28 Local Yield (s) 56 22 44 54 22 44 Local Yield 170(s) 56 22 33 54 22 33 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 3: Trilby Road & Shields Street 3: Trilby Road & Shields Street Queues Recent PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 1 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 33 238 211 285 215 19 462 129 189 680 v/c Ratio 0.13 0.42 0.71 0.51 0.34 0.08 0.63 0.18 0.45 0.72 Control Delay 16.6 18.5 34.1 20.0 4.7 8.3 18.7 3.5 10.2 17.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.6 18.5 34.1 20.0 4.7 8.3 18.7 3.5 10.2 17.4 Queue Length 50th (ft) 8 61 61 77 0 3 128 0 30 148 Queue Length 95th (ft) 25 114 #147 138 35 10 214 27 56 #398 Internal Link Dist (ft) 818 862 878 762 Turn Bay Length (ft) Base Capacity (vph) 289 630 334 631 678 227 819 768 419 992 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.11 0.38 0.63 0.45 0.32 0.08 0.56 0.17 0.45 0.69 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial corridors Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) DE*DD Any Leg EEDE Any Movement EEDE Stop sign control (arterial/collector or local— any approach leg) N/A F** F** E Stop sign control (collector/local—any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment APPENDIX C 3: Trilby Road & Shields Street HCM Signalized Intersection Capacity Analysis Short Bkgrd AM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1855 1770 1863 1583 1770 1863 1583 1770 1850 Flt Permitted 0.68 1.00 0.26 1.00 1.00 0.49 1.00 1.00 0.19 1.00 Satd. Flow (perm) 1263 1855 478 1863 1583 920 1863 1583 345 1850 Volume (vph) 102 347 9 81 113 184 8 529 183 150 326 15 Peak-hour factor, PHF 0.85 0.85 0.85 0.92 0.92 0.92 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 120 408 11 88 123 200 9 622 215 176 384 18 RTOR Reduction (vph) 01000 14200 112030 Lane Group Flow (vph) 120 418 0 88 123 58 9 622 103 176 399 0 Turn Type Perm Perm Perm pm+pt Perm pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Actuated Green, G (s) 14.5 14.5 14.5 14.5 14.5 23.7 23.0 23.0 29.5 25.9 Effective Green, g (s) 16.5 16.5 16.5 16.5 16.5 25.7 25.0 25.0 31.5 27.9 Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.29 0.45 0.44 0.44 0.55 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 365 536 138 538 457 425 816 693 280 904 v/s Ratio Prot c0.23 0.07 0.00 c0.33 c0.04 0.22 v/s Ratio Perm 0.10 0.18 0.04 0.01 0.06 0.31 v/c Ratio 0.33 0.78 0.64 0.23 0.13 0.02 0.76 0.15 0.63 0.44 Uniform Delay, d1 15.9 18.6 17.7 15.5 15.0 8.7 13.5 9.6 9.2 9.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 7.1 9.3 0.2 0.1 0.0 4.2 0.1 4.4 0.3 Delay (s) 16.5 25.7 27.0 15.7 15.1 8.7 17.8 9.7 13.6 9.9 Level of Service B C C BBABABA Approach Delay (s) 23.6 17.8 15.6 11.0 Approach LOS C B B B Intersection Summary HCM Average Control Delay 16.7 HCM Level of Service B HCM Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 57.1 Sum of lost time (s) 16.0 Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group 3: Trilby Road & Shields Street Timing Report, Sorted By Phase Short Bkgrd AM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 3 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None Min None None Min None Maximum Split (s) 9 29 22 8 30 22 Maximum Split (%) 15.0% 48.3% 36.7% 13.3% 50.0% 36.7% Minimum Split (s) 8 22 22 8 22 22 Yellow Time (s) 344344 All-Red Time (s) 122122 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 0 9 38 0 8 38 End Time (s) 9 38 0 8 38 0 Yield/Force Off (s) 5 32 54 4 32 54 Yield/Force Off 170(s) 5 32 43 4 32 43 Local Start Time (s) 51 0 29 51 59 29 Local Yield (s) 56 23 45 55 23 45 Local Yield 170(s) 56 23 34 55 23 34 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 3: Trilby Road & Shields Street 3: Trilby Road & Shields Street Queues Short Bkgrd AM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 1 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 120 419 88 123 200 9 622 215 176 402 v/c Ratio 0.31 0.74 0.58 0.22 0.32 0.02 0.80 0.28 0.59 0.42 Control Delay 19.1 28.3 37.6 17.1 4.7 7.2 24.6 3.6 16.5 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.1 28.3 37.6 17.1 4.7 7.2 24.6 3.6 16.5 10.5 Queue Length 50th (ft) 33 135 27 33 0 1 188 3 27 70 Queue Length 95th (ft) 67 #233 #88 68 39 6 #296 32 #51 154 Internal Link Dist (ft) 818 862 878 762 Turn Bay Length (ft) Base Capacity (vph) 416 612 163 614 655 401 834 819 297 1007 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.29 0.68 0.54 0.20 0.31 0.02 0.75 0.26 0.59 0.40 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 3: Trilby Road & Shields Street HCM Signalized Intersection Capacity Analysis Short Total PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1854 1770 1863 1583 1770 1863 1583 1770 1850 Flt Permitted 0.41 1.00 0.49 1.00 1.00 0.17 1.00 1.00 0.26 1.00 Satd. Flow (perm) 771 1854 919 1863 1583 320 1863 1583 476 1850 Volume (vph) 31 216 7 198 267 202 19 464 129 190 651 32 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 36 254 8 233 314 238 21 510 142 209 715 35 RTOR Reduction (vph) 02000 1680082030 Lane Group Flow (vph) 36 260 0 233 314 70 21 510 60 209 747 0 Turn Type Perm Perm Perm pm+pt Perm pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Actuated Green, G (s) 14.8 14.8 14.8 14.8 14.8 22.9 22.2 22.2 30.5 26.0 Effective Green, g (s) 16.8 16.8 16.8 16.8 16.8 24.9 24.2 24.2 32.5 28.0 Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.29 0.43 0.42 0.42 0.57 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 225 542 269 544 463 156 784 666 370 901 v/s Ratio Prot 0.14 0.17 0.00 0.27 c0.04 c0.40 v/s Ratio Perm 0.05 c0.25 0.04 0.06 0.04 0.27 v/c Ratio 0.16 0.48 0.87 0.58 0.15 0.13 0.65 0.09 0.56 0.83 Uniform Delay, d1 15.1 16.8 19.3 17.3 15.1 10.9 13.3 10.0 8.1 12.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.7 24.0 1.5 0.2 0.4 1.9 0.1 2.0 6.4 Delay (s) 15.4 17.4 43.3 18.8 15.2 11.3 15.2 10.1 10.1 19.1 Level of Service B B D BBBBBBB Approach Delay (s) 17.2 25.0 14.0 17.1 Approach LOS B C B B Intersection Summary HCM Average Control Delay 18.6 HCM Level of Service B HCM Volume to Capacity ratio 0.87 Actuated Cycle Length (s) 57.5 Sum of lost time (s) 12.0 Intersection Capacity Utilization 75.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group 3: Trilby Road & Shields Street Timing Report, Sorted By Phase Short Total PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 3 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None Min None None Min None Maximum Split (s) 10 28 22 8 30 22 Maximum Split (%) 16.7% 46.7% 36.7% 13.3% 50.0% 36.7% Minimum Split (s) 8 22 22 8 22 22 Yellow Time (s) 344344 All-Red Time (s) 122122 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 38 0 8 38 End Time (s) 10 38 0 8 38 0 Yield/Force Off (s) 6 32 54 4 32 54 Yield/Force Off 170(s) 6 32 43 4 32 43 Local Start Time (s) 50 0 28 50 58 28 Local Yield (s) 56 22 44 54 22 44 Local Yield 170(s) 56 22 33 54 22 33 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 75 Splits and Phases: 3: Trilby Road & Shields Street 3: Trilby Road & Shields Street Queues Short Total PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 1 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 36 262 233 314 238 21 510 142 209 750 v/c Ratio 0.15 0.46 0.82 0.55 0.36 0.09 0.68 0.20 0.55 0.79 Control Delay 17.3 19.3 46.6 21.1 4.6 8.4 20.1 3.4 12.7 20.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.3 19.3 46.6 21.1 4.6 8.4 20.1 3.4 12.7 20.5 Queue Length 50th (ft) 9 73 75 91 0 3 146 0 33 174 Queue Length 95th (ft) 27 126 #175 153 36 10 244 28 62 #461 Internal Link Dist (ft) 818 862 878 762 Turn Bay Length (ft) Base Capacity (vph) 252 607 299 608 677 225 798 759 380 982 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.14 0.43 0.78 0.52 0.35 0.09 0.64 0.19 0.55 0.76 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. APPENDIX D 3: Trilby Road & Shields Street HCM Signalized Intersection Capacity Analysis Short Total AM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1855 1770 1863 1583 1770 1863 1583 1770 1850 Flt Permitted 0.68 1.00 0.25 1.00 1.00 0.49 1.00 1.00 0.18 1.00 Satd. Flow (perm) 1262 1855 470 1863 1583 915 1863 1583 339 1850 Volume (vph) 108 350 9 82 114 184 8 531 185 150 327 16 Peak-hour factor, PHF 0.85 0.85 0.85 0.92 0.92 0.92 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 127 412 11 89 124 200 9 625 218 176 385 19 RTOR Reduction (vph) 01000 14200 111030 Lane Group Flow (vph) 127 422 0 89 124 58 9 625 107 176 401 0 Turn Type Perm Perm Perm pm+pt Perm pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Actuated Green, G (s) 14.6 14.6 14.6 14.6 14.6 23.7 23.0 23.0 29.5 25.9 Effective Green, g (s) 16.6 16.6 16.6 16.6 16.6 25.7 25.0 25.0 31.5 27.9 Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.29 0.45 0.44 0.44 0.55 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 366 538 136 541 459 422 814 692 277 902 v/s Ratio Prot c0.23 0.07 0.00 c0.34 c0.04 0.22 v/s Ratio Perm 0.10 0.19 0.04 0.01 0.07 0.31 v/c Ratio 0.35 0.78 0.65 0.23 0.13 0.02 0.77 0.15 0.64 0.45 Uniform Delay, d1 16.0 18.6 17.8 15.4 15.0 8.7 13.6 9.7 9.3 9.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 7.3 10.8 0.2 0.1 0.0 4.4 0.1 4.7 0.4 Delay (s) 16.6 26.0 28.6 15.7 15.1 8.8 18.0 9.8 14.0 9.9 Level of Service B C C BBABABA Approach Delay (s) 23.8 18.2 15.8 11.2 Approach LOS C B B B Intersection Summary HCM Average Control Delay 16.9 HCM Level of Service B HCM Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 57.2 Sum of lost time (s) 16.0 Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group 3: Trilby Road & Shields Street Timing Report, Sorted By Phase Short Total AM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 3 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None Min None None Min None Maximum Split (s) 9 29 22 8 30 22 Maximum Split (%) 15.0% 48.3% 36.7% 13.3% 50.0% 36.7% Minimum Split (s) 8 22 22 8 22 22 Yellow Time (s) 344344 All-Red Time (s) 122122 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 0 9 38 0 8 38 End Time (s) 9 38 0 8 38 0 Yield/Force Off (s) 5 32 54 4 32 54 Yield/Force Off 170(s) 5 32 43 4 32 43 Local Start Time (s) 51 0 29 51 59 29 Local Yield (s) 56 23 45 55 23 45 Local Yield 170(s) 56 23 34 55 23 34 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 3: Trilby Road & Shields Street 3: Trilby Road & Shields Street Queues Short Total AM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 1 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 127 423 89 124 200 9 625 218 176 404 v/c Ratio 0.33 0.75 0.60 0.22 0.32 0.02 0.80 0.28 0.60 0.42 Control Delay 19.4 28.6 39.4 17.1 4.6 7.2 24.8 3.8 16.8 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.4 28.6 39.4 17.1 4.6 7.2 24.8 3.8 16.8 10.5 Queue Length 50th (ft) 35 136 27 33 0 1 189 4 27 71 Queue Length 95th (ft) 70 #236 #90 69 39 6 #300 33 #53 155 Internal Link Dist (ft) 818 862 878 762 Turn Bay Length (ft) Base Capacity (vph) 415 612 160 613 655 400 833 818 295 1007 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.31 0.69 0.56 0.20 0.31 0.02 0.75 0.27 0.60 0.40 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 3: Trilby Road & Shields Street HCM Signalized Intersection Capacity Analysis Short Total PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1854 1770 1863 1583 1770 1863 1583 1770 1849 Flt Permitted 0.41 1.00 0.49 1.00 1.00 0.17 1.00 1.00 0.26 1.00 Satd. Flow (perm) 756 1854 909 1863 1583 309 1863 1583 479 1849 Volume (vph) 34 218 7 200 270 202 19 465 130 190 657 34 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 40 256 8 235 318 238 21 511 143 209 722 37 RTOR Reduction (vph) 02000 1680082030 Lane Group Flow (vph) 40 262 0 235 318 70 21 511 61 209 756 0 Turn Type Perm Perm Perm pm+pt Perm pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Actuated Green, G (s) 15.0 15.0 15.0 15.0 15.0 23.4 22.7 22.7 31.0 26.5 Effective Green, g (s) 17.0 17.0 17.0 17.0 17.0 25.4 24.7 24.7 33.0 28.5 Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.29 0.44 0.42 0.42 0.57 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 221 542 266 544 462 152 791 672 371 905 v/s Ratio Prot 0.14 0.17 0.00 0.27 c0.04 c0.41 v/s Ratio Perm 0.05 c0.26 0.04 0.06 0.04 0.28 v/c Ratio 0.18 0.48 0.88 0.58 0.15 0.14 0.65 0.09 0.56 0.84 Uniform Delay, d1 15.4 17.0 19.7 17.6 15.3 11.1 13.3 10.0 8.1 12.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.7 27.3 1.6 0.2 0.4 1.8 0.1 2.0 6.8 Delay (s) 15.8 17.7 46.9 19.2 15.4 11.5 15.1 10.1 10.1 19.6 Level of Service B B D BBBBBBB Approach Delay (s) 17.4 26.3 13.9 17.5 Approach LOS B C B B Intersection Summary HCM Average Control Delay 19.2 HCM Level of Service B HCM Volume to Capacity ratio 0.88 Actuated Cycle Length (s) 58.2 Sum of lost time (s) 12.0 Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group 3: Trilby Road & Shields Street Timing Report, Sorted By Phase Short Total PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 3 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None Min None None Min None Maximum Split (s) 10 28 22 8 30 22 Maximum Split (%) 16.7% 46.7% 36.7% 13.3% 50.0% 36.7% Minimum Split (s) 8 22 22 8 22 22 Yellow Time (s) 344344 All-Red Time (s) 122122 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 38 0 8 38 End Time (s) 10 38 0 8 38 0 Yield/Force Off (s) 6 32 54 4 32 54 Yield/Force Off 170(s) 6 32 43 4 32 43 Local Start Time (s) 50 0 28 50 58 28 Local Yield (s) 56 22 44 54 22 44 Local Yield 170(s) 56 22 33 54 22 33 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 80 Splits and Phases: 3: Trilby Road & Shields Street 3: Trilby Road & Shields Street Queues Short Total PM 6/19/2012 Synchro 6 Light Report Matthew J. Delich , P. E. Page 1 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 40 264 235 318 238 21 511 143 209 759 v/c Ratio 0.17 0.46 0.84 0.55 0.37 0.09 0.67 0.20 0.55 0.79 Control Delay 17.7 19.5 48.5 21.4 4.6 8.4 19.9 3.4 12.7 20.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.7 19.5 48.5 21.4 4.6 8.4 19.9 3.4 12.7 20.7 Queue Length 50th (ft) 11 76 79 96 0 3 147 0 33 178 Queue Length 95th (ft) 30 126 #178 154 36 10 244 28 62 #469 Internal Link Dist (ft) 818 862 878 762 Turn Bay Length (ft) Base Capacity (vph) 247 601 295 602 673 225 795 758 379 982 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.16 0.44 0.80 0.53 0.35 0.09 0.64 0.19 0.55 0.77 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.