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Home My WebLink AboutTHE UNION ON ELIZABETH (FORMERLY 1208 W. ELIZABETH STREET) - PDP/FDP - FDP170024 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 APPENDIX B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 APPENDIX C 31 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street recent am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 298 51 258 22 5 7 106 860 113 5 732 119 Future Volume (veh/h) 298 51 258 22 5 7 106 860 113 5 732 119 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 252 314 0 36 16 0 116 1147 130 12 787 55 Adj No. of Lanes 111120120121 Peak Hour Factor 0.73 0.53 0.76 0.61 0.31 0.44 0.91 0.75 0.83 0.42 0.93 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 335 352 299 234 466 0 359 1602 181 186 1645 725 Arrive On Green 0.19 0.19 0.00 0.13 0.13 0.00 0.05 0.50 0.50 0.01 0.46 0.46 Sat Flow, veh/h 1774 1863 1583 1774 3632 0 1774 3193 361 1774 3539 1560 Grp Volume(v), veh/h 252 314 0 36 16 0 116 634 643 12 787 55 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1770 0 1774 1770 1785 1774 1770 1560 Q Serve(g_s), s 14.8 18.1 0.0 2.0 0.4 0.0 3.6 30.6 30.8 0.4 16.8 2.2 Cycle Q Clear(g_c), s 14.8 18.1 0.0 2.0 0.4 0.0 3.6 30.6 30.8 0.4 16.8 2.2 Prop In Lane 1.00 1.00 1.00 0.00 1.00 0.20 1.00 1.00 Lane Grp Cap(c), veh/h 335 352 299 234 466 0 359 888 895 186 1645 725 V/C Ratio(X) 0.75 0.89 0.00 0.15 0.03 0.00 0.32 0.71 0.72 0.06 0.48 0.08 Avail Cap(c_a), veh/h 363 381 324 290 579 0 467 888 895 242 1645 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.80 0.80 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.2 43.5 0.0 42.3 41.6 0.0 14.9 21.3 21.3 18.4 20.3 16.3 Incr Delay (d2), s/veh 6.4 17.9 0.0 0.3 0.0 0.0 0.5 4.9 4.9 0.1 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.8 11.1 0.0 1.0 0.2 0.0 1.8 16.2 16.4 0.2 8.4 1.0 LnGrp Delay(d),s/veh 48.6 61.4 0.0 42.6 41.7 0.0 15.4 26.2 26.3 18.5 21.3 16.5 LnGrp LOS D E D D B C C B C B Approach Vol, veh/h 566 52 1393 854 Approach Delay, s/veh 55.7 42.3 25.3 20.9 Approach LOS E D C C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.0 59.7 25.3 10.1 55.6 19.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 46.5 22.5 12.3 39.2 18.0 Max Q Clear Time (g_c+I1), s 2.4 32.8 20.1 5.6 18.8 4.0 Green Ext Time (p_c), s 0.0 10.6 0.7 0.1 14.5 0.1 Intersection Summary HCM 2010 Ctrl Delay 30.3 HCM 2010 LOS C Notes 32 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street recent am 2018 Total AM 10/19/2016 Synchro 9 Light Report 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 C-Max None None C-Max None Maximum Split (s) 9.5 51 27 16.8 43.7 22.5 Maximum Split (%) 8.6% 46.4% 24.5% 15.3% 39.7% 20.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 93.2 102.7 43.7 93.2 0 70.7 End Time (s) 102.7 43.7 70.7 0 43.7 93.2 Yield/Force Off (s) 98.2 39.2 66.2 105.5 39.2 88.7 Yield/Force Off 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Local Start Time (s) 93.2 102.7 43.7 93.2 0 70.7 Local Yield (s) 98.2 39.2 66.2 105.5 39.2 88.7 Local Yield 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 33 HCS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date Area Type Other Jurisdiction Time Period PHF 0.93 Urban Street Shields Analysis Year Analysis Period 1> 7:00 Intersection Shields Elizabeth PM 20… File Name Shields Elizabeth PM 2016.xus Project Description Existing Conditions Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 298 30 326 84 45 10 301 1175 65 6 1075 362 Signal Information Green Yellow Red 66.1 18.0 17.8 0.0 0.0 0.0 4.0 3.0 4.0 0.0 0.0 0.0 2.0 3.0 2.0 0.0 0.0 0.0 1 2 3 4 5 7 8 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W Off Force Mode Fixed Simult. Gap N/S Off Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 4 8 6 2 Case Number 9.0 9.0 6.0 5.0 Phase Duration, s 23.8 24.0 72.1 72.1 Change Period, ( Y+R c ), s 6.0 6.0 6.0 6.0 Max Allow Headway ( MAH ), s 3.1 2.9 0.0 0.0 Queue Clearance Time ( g s ), s 16.1 7.4 Green Extension Time ( g e ), s 0.5 0.2 0.0 0.0 Phase Call Probability 1.00 0.99 Max Out Probability 0.36 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 1 6 16 5 2 12 Adjusted Flow Rate ( v ), veh/h 163 189 157 90 48 11 324 673 660 6 1156 389 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1774 1789 1284 1774 1863 1289 483 1863 1820 408 1773 1530 Queue Service Time ( g s ), s 10.3 12.0 14.1 5.4 2.7 0.8 49.6 21.3 21.5 1.2 17.6 18.0 Cycle Queue Clearance Time ( g c ), s 10.3 12.0 14.1 5.4 2.7 0.8 67.1 21.3 21.5 22.7 17.6 18.0 Green Ratio ( g/C ) 0.16 0.16 0.16 0.16 0.16 0.16 0.56 0.56 0.56 0.56 0.56 0.56 Capacity ( c ), veh/h 278 280 201 282 296 205 260 1042 1003 215 1985 856 Volume-to-Capacity Ratio ( X ) 0.588 0.675 0.780 0.321 0.164 0.053 1.246 0.646 0.658 0.030 0.582 0.455 Back of Queue ( Q ), ft/ln ( 50 th percentile) 116.9 141.3 130.4 61.3 31.9 7 455 175.2 174.6 3.4 131.7 167.1 Back of Queue ( Q ), veh/ln ( 50 th percentile) 4.6 5.6 5.1 2.4 1.3 0.3 17.9 6.9 6.9 0.1 5.2 6.6 Queue Storage Ratio ( RQ ) ( 50 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 47.0 47.7 48.6 44.7 43.6 42.8 40.9 9.4 9.5 23.4 8.9 15.6 Incremental Delay ( d 2 ), s/veh 0.8 2.9 11.2 0.2 0.1 0.0 138.8 3.1 3.4 0.3 1.3 1.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 47.8 50.6 59.8 45.0 43.7 42.9 179.7 12.5 12.9 23.6 10.2 17.3 Level of Service (LOS) D D E D D D F B B C B B Approach Delay, s/veh / LOS 52.5 D 44.4 D 45.3 D 12.0 B Intersection Delay, s/veh / LOS 32.9 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.9 C 3.0 C 2.4 B 2.7 B Bicycle LOS Score / LOS 1.3 A 0.7 A 1.9 A 1.8 A Copyright © 2017 University of Florida, All Rights Reserved. HCS 2010™ Streets Version 6.90 Generated: 9/1/2017 9:06:49 AM 34 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street recent am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 478 90 25 175 48 28 44 61 47 40 22 Future Volume (veh/h) 47 478 90 25 175 48 28 44 61 47 40 22 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.80 0.99 1.00 0.99 0.98 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 56 583 65 40 208 0 56 60 23 64 56 11 Adj No. of Lanes 120120110110 Peak Hour Factor 0.84 0.82 0.78 0.62 0.84 0.63 0.50 0.73 0.69 0.73 0.71 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 475 1035 115 281 1173 0 762 623 239 746 736 145 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.00 0.49 0.49 0.49 0.49 0.49 0.49 Sat Flow, veh/h 1142 3123 346 772 3632 0 1317 1275 489 1299 1506 296 Grp Volume(v), veh/h 56 329 319 40 208 0 56 0 83 64 0 67 Grp Sat Flow(s),veh/h/ln 1142 1770 1700 772 1770 0 1317 0 1763 1299 0 1802 Q Serve(g_s), s 1.8 7.6 7.7 2.2 2.1 0.0 1.2 0.0 1.3 1.4 0.0 1.0 Cycle Q Clear(g_c), s 3.9 7.6 7.7 10.0 2.1 0.0 2.2 0.0 1.3 2.7 0.0 1.0 Prop In Lane 1.00 0.20 1.00 0.00 1.00 0.28 1.00 0.16 Lane Grp Cap(c), veh/h 475 587 564 281 1173 0 762 0 861 746 0 880 V/C Ratio(X) 0.12 0.56 0.57 0.14 0.18 0.00 0.07 0.00 0.10 0.09 0.00 0.08 Avail Cap(c_a), veh/h 587 761 731 357 1522 0 762 0 861 746 0 880 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.97 0.97 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 13.3 13.7 13.8 17.9 11.9 0.0 7.4 0.0 6.9 7.6 0.0 6.8 Incr Delay (d2), s/veh 0.1 0.8 0.9 0.2 0.1 0.0 0.2 0.0 0.2 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 3.8 3.8 0.5 1.0 0.0 0.5 0.0 0.7 0.5 0.0 0.5 LnGrp Delay(d),s/veh 13.4 14.6 14.7 18.1 11.9 0.0 7.6 0.0 7.1 7.8 0.0 7.0 LnGrp LOS BBBBB A AA A Approach Vol, veh/h 704 248 139 131 Approach Delay, s/veh 14.5 12.9 7.3 7.4 Approach LOS BBAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 28.9 21.1 28.9 21.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 21.5 19.5 21.5 Max Q Clear Time (g_c+I1), s 4.2 9.7 4.7 12.0 Green Ext Time (p_c), s 1.1 4.7 1.0 4.1 Intersection Summary HCM 2010 Ctrl Delay 12.6 HCM 2010 LOS B 35 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street recent am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 2 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 24 26 24 26 Maximum Split (%) 48.0% 52.0% 48.0% 52.0% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 24 0 24 End Time (s) 24 0 24 0 Yield/Force Off (s) 19.5 45.5 19.5 45.5 Yield/Force Off 170(s) 8.5 34.5 8.5 34.5 Local Start Time (s) 0 24 0 24 Local Yield (s) 19.5 45.5 19.5 45.5 Local Yield 170(s) 8.5 34.5 8.5 34.5 Intersection Summary Cycle Length 50 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 36 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street recent pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 77 459 85 86 491 89 113 112 85 74 106 67 Future Volume (veh/h) 77 459 85 86 491 89 113 112 85 74 106 67 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.92 0.99 0.85 0.98 0.96 0.98 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 104 510 54 104 534 60 128 124 61 88 139 49 Adj No. of Lanes 120120110110 Peak Hour Factor 0.74 0.90 0.85 0.83 0.92 0.89 0.88 0.90 0.85 0.84 0.76 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 335 1250 132 348 1228 137 582 534 263 584 597 211 Arrive On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 811 3203 338 833 3145 351 1170 1162 571 1173 1300 458 Grp Volume(v), veh/h 104 281 283 104 299 295 128 0 185 88 0 188 Grp Sat Flow(s),veh/h/ln 811 1770 1771 833 1770 1727 1170 0 1733 1173 0 1758 Q Serve(g_s), s 6.5 6.9 7.0 6.2 7.4 7.5 4.5 0.0 3.9 2.9 0.0 3.9 Cycle Q Clear(g_c), s 14.0 6.9 7.0 13.2 7.4 7.5 8.3 0.0 3.9 6.8 0.0 3.9 Prop In Lane 1.00 0.19 1.00 0.20 1.00 0.33 1.00 0.26 Lane Grp Cap(c), veh/h 335 691 691 348 691 674 582 0 797 584 0 808 V/C Ratio(X) 0.31 0.41 0.41 0.30 0.43 0.44 0.22 0.00 0.23 0.15 0.00 0.23 Avail Cap(c_a), veh/h 430 900 900 447 900 878 582 0 797 584 0 808 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.57 0.57 0.57 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.6 13.3 13.3 18.1 13.4 13.5 12.3 0.0 9.8 11.9 0.0 9.8 Incr Delay (d2), s/veh 0.5 0.4 0.4 0.3 0.2 0.3 0.9 0.0 0.7 0.5 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 3.4 3.5 1.4 3.6 3.6 1.6 0.0 2.0 1.0 0.0 2.0 LnGrp Delay(d),s/veh 19.1 13.6 13.7 18.3 13.7 13.7 13.2 0.0 10.5 12.4 0.0 10.5 LnGrp LOS BBBBBBB BB B Approach Vol, veh/h 668 698 313 276 Approach Delay, s/veh 14.5 14.4 11.6 11.1 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 32.1 27.9 32.1 27.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 20.5 30.5 Max Q Clear Time (g_c+I1), s 10.3 16.0 8.8 15.2 Green Ext Time (p_c), s 2.4 7.4 2.5 7.6 Intersection Summary HCM 2010 Ctrl Delay 13.5 HCM 2010 LOS B 37 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street recent pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 2 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 25 35 25 35 Maximum Split (%) 41.7% 58.3% 41.7% 58.3% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 25 0 25 End Time (s) 25 0 25 0 Yield/Force Off (s) 20.5 55.5 20.5 55.5 Yield/Force Off 170(s) 9.5 44.5 9.5 44.5 Local Start Time (s) 0 25 0 25 Local Yield (s) 20.5 55.5 20.5 55.5 Local Yield 170(s) 9.5 44.5 9.5 44.5 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 38 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 39 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 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 40 APPENDIX D 41 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street short background am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 339 59 316 23 10 7 143 911 119 5 783 144 Future Volume (veh/h) 339 59 316 23 10 7 143 911 119 5 783 144 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.64 1.00 1.00 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 464 111 8 38 32 0 157 1215 137 12 842 65 Adj No. of Lanes 211211120121 Peak Hour Factor 0.73 0.53 0.76 0.61 0.31 0.44 0.91 0.75 0.83 0.42 0.93 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 561 304 165 457 247 210 369 1683 189 184 1694 746 Arrive On Green 0.16 0.16 0.16 0.13 0.13 0.00 0.06 0.53 0.53 0.01 0.48 0.48 Sat Flow, veh/h 3442 1863 1013 3442 1863 1583 1774 3196 359 1774 3539 1560 Grp Volume(v), veh/h 464 111 8 38 32 0 157 671 681 12 842 65 Grp Sat Flow(s),veh/h/ln 1721 1863 1013 1721 1863 1583 1774 1770 1785 1774 1770 1560 Q Serve(g_s), s 14.3 5.8 0.7 1.1 1.7 0.0 4.7 31.8 32.1 0.4 17.9 2.5 Cycle Q Clear(g_c), s 14.3 5.8 0.7 1.1 1.7 0.0 4.7 31.8 32.1 0.4 17.9 2.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.20 1.00 1.00 Lane Grp Cap(c), veh/h 561 304 165 457 247 210 369 932 940 184 1694 746 V/C Ratio(X) 0.83 0.37 0.05 0.08 0.13 0.00 0.43 0.72 0.72 0.07 0.50 0.09 Avail Cap(c_a), veh/h 704 381 207 563 305 259 457 932 940 240 1694 746 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.5 41.0 38.8 41.8 42.1 0.0 14.2 19.8 19.9 17.6 19.6 15.6 Incr Delay (d2), s/veh 6.6 0.7 0.1 0.1 0.2 0.0 0.8 4.8 4.8 0.1 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.3 3.1 0.2 0.5 0.9 0.0 2.3 16.7 17.0 0.2 9.0 1.1 LnGrp Delay(d),s/veh 51.1 41.7 39.0 41.9 42.3 0.0 14.9 24.6 24.8 17.8 20.7 15.8 LnGrp LOS DDDDD BCCBCB Approach Vol, veh/h 583 70 1509 919 Approach Delay, s/veh 49.2 42.1 23.7 20.3 Approach LOS DDCC Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.0 62.4 22.4 11.3 57.1 19.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 46.5 22.5 12.3 39.2 18.0 Max Q Clear Time (g_c+I1), s 2.4 34.1 16.3 6.7 19.9 3.7 Green Ext Time (p_c), s 0.0 10.2 1.3 0.2 14.7 0.2 Intersection Summary HCM 2010 Ctrl Delay 27.9 HCM 2010 LOS C 42 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street short background am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 2 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 C-Max None None C-Max None Maximum Split (s) 9.5 51 27 16.8 43.7 22.5 Maximum Split (%) 8.6% 46.4% 24.5% 15.3% 39.7% 20.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 93.2 102.7 43.7 93.2 0 70.7 End Time (s) 102.7 43.7 70.7 0 43.7 93.2 Yield/Force Off (s) 98.2 39.2 66.2 105.5 39.2 88.7 Yield/Force Off 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Local Start Time (s) 93.2 102.7 43.7 93.2 0 70.7 Local Yield (s) 98.2 39.2 66.2 105.5 39.2 88.7 Local Yield 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 43 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street short background pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 332 40 378 89 57 11 357 1260 69 6 1146 404 Future Volume (veh/h) 332 40 378 89 57 11 357 1260 69 6 1146 404 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.54 1.00 1.00 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 395 53 138 101 59 0 406 1340 73 12 1219 56 Adj No. of Lanes 211211120121 Peak Hour Factor 0.84 0.75 0.76 0.88 0.96 0.62 0.88 0.94 0.91 0.50 0.94 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 638 345 160 459 248 211 364 1763 96 162 1306 572 Arrive On Green 0.19 0.19 0.19 0.13 0.13 0.00 0.16 0.52 0.52 0.01 0.37 0.37 Sat Flow, veh/h 3442 1863 862 3442 1863 1583 1774 3407 185 1774 3539 1550 Grp Volume(v), veh/h 395 53 138 101 59 0 406 695 718 12 1219 56 Grp Sat Flow(s),veh/h/ln 1721 1863 862 1721 1863 1583 1774 1770 1822 1774 1770 1550 Q Serve(g_s), s 12.7 2.9 18.6 3.1 3.4 0.0 19.5 37.4 37.7 0.5 39.8 2.8 Cycle Q Clear(g_c), s 12.7 2.9 18.6 3.1 3.4 0.0 19.5 37.4 37.7 0.5 39.8 2.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 638 345 160 459 248 211 364 916 943 162 1306 572 V/C Ratio(X) 0.62 0.15 0.86 0.22 0.24 0.00 1.11 0.76 0.76 0.07 0.93 0.10 Avail Cap(c_a), veh/h 789 427 197 516 279 237 364 916 943 211 1306 572 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.0 41.0 47.4 46.4 46.5 0.0 36.8 23.0 23.0 24.7 36.5 24.8 Incr Delay (d2), s/veh 1.0 0.2 26.4 0.2 0.5 0.0 81.7 5.8 5.8 0.2 13.4 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 1.5 5.6 1.5 1.8 0.0 20.3 19.6 20.3 0.3 21.9 1.3 LnGrp Delay(d),s/veh 46.0 41.2 73.8 46.7 47.0 0.0 118.5 28.8 28.8 24.9 49.9 25.1 LnGrp LOS D D E D D F CCCDC Approach Vol, veh/h 586 160 1819 1287 Approach Delay, s/veh 52.1 46.8 48.8 48.6 Approach LOS DDDD Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 66.6 26.7 24.0 48.8 20.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 51.5 27.5 19.5 37.0 18.0 Max Q Clear Time (g_c+I1), s 2.5 39.7 20.6 21.5 41.8 5.4 Green Ext Time (p_c), s 0.0 10.6 1.6 0.0 0.0 0.5 Intersection Summary HCM 2010 Ctrl Delay 49.2 HCM 2010 LOS D 44 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street short background pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 2 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 C-Max None None C-Max None Maximum Split (s) 9.5 56 32 24 41.5 22.5 Maximum Split (%) 7.9% 46.7% 26.7% 20.0% 34.6% 18.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 96 105.5 41.5 96 0 73.5 End Time (s) 105.5 41.5 73.5 0 41.5 96 Yield/Force Off (s) 101 37 69 115.5 37 91.5 Yield/Force Off 170(s) 101 26 58 115.5 26 80.5 Local Start Time (s) 96 105.5 41.5 96 0 73.5 Local Yield (s) 101 37 69 115.5 37 91.5 Local Yield 170(s) 101 26 58 115.5 26 80.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 45 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street short background am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 54 578 95 25 243 50 30 46 63 49 42 26 Future Volume (veh/h) 54 578 95 25 243 50 30 46 63 49 42 26 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.82 0.99 1.00 0.99 0.98 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 64 705 82 40 289 -5 60 63 19 67 59 12 Adj No. of Lanes 120120110110 Peak Hour Factor 0.84 0.82 0.78 0.62 0.84 0.63 0.50 0.73 0.69 0.73 0.71 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 473 1131 131 264 1286 0 714 624 188 703 683 139 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.00 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 1070 3111 361 680 3632 0 1312 1366 412 1299 1495 304 Grp Volume(v), veh/h 64 400 387 40 284 0 60 0 82 67 0 71 Grp Sat Flow(s),veh/h/ln 1070 1770 1703 680 1770 0 1312 0 1778 1299 0 1800 Q Serve(g_s), s 2.2 9.3 9.3 2.6 2.8 0.0 1.4 0.0 1.3 1.5 0.0 1.1 Cycle Q Clear(g_c), s 5.0 9.3 9.3 11.9 2.8 0.0 2.5 0.0 1.3 2.9 0.0 1.1 Prop In Lane 1.00 0.21 1.00 0.00 1.00 0.23 1.00 0.17 Lane Grp Cap(c), veh/h 473 643 619 264 1286 0 714 0 812 703 0 822 V/C Ratio(X) 0.14 0.62 0.62 0.15 0.22 0.00 0.08 0.00 0.10 0.10 0.00 0.09 Avail Cap(c_a), veh/h 545 761 732 309 1522 0 714 0 812 703 0 822 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 12.7 13.1 13.1 18.0 11.0 0.0 8.4 0.0 7.7 8.6 0.0 7.7 Incr Delay (d2), s/veh 0.1 1.2 1.2 0.3 0.1 0.0 0.2 0.0 0.2 0.3 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.7 4.5 0.5 1.4 0.0 0.5 0.0 0.7 0.6 0.0 0.6 LnGrp Delay(d),s/veh 12.9 14.3 14.4 18.3 11.1 0.0 8.6 0.0 8.0 8.8 0.0 7.9 LnGrp LOS BBBBB A AA A Approach Vol, veh/h 851 324 142 138 Approach Delay, s/veh 14.2 12.0 8.3 8.3 Approach LOS BBAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.3 22.7 27.3 22.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 21.5 19.5 21.5 Max Q Clear Time (g_c+I1), s 4.5 11.3 4.9 13.9 Green Ext Time (p_c), s 1.1 5.2 1.1 4.2 Intersection Summary HCM 2010 Ctrl Delay 12.6 HCM 2010 LOS B 46 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street short background am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 4 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 24 26 24 26 Maximum Split (%) 48.0% 52.0% 48.0% 52.0% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 24 0 24 End Time (s) 24 0 24 0 Yield/Force Off (s) 19.5 45.5 19.5 45.5 Yield/Force Off 170(s) 8.5 34.5 8.5 34.5 Local Start Time (s) 0 24 0 24 Local Yield (s) 19.5 45.5 19.5 45.5 Local Yield 170(s) 8.5 34.5 8.5 34.5 Intersection Summary Cycle Length 50 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 47 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street short background pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 86 561 90 86 607 89 119 118 85 73 112 77 Future Volume (veh/h) 86 561 90 86 607 89 119 118 85 73 112 77 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.99 0.86 0.98 0.96 0.98 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 116 623 73 104 660 71 135 131 58 87 147 54 Adj No. of Lanes 120120110110 Peak Hour Factor 0.74 0.90 0.85 0.83 0.92 0.89 0.88 0.90 0.85 0.84 0.76 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 339 1361 159 334 1362 146 518 506 224 528 538 198 Arrive On Green 0.43 0.43 0.43 0.57 0.57 0.57 0.42 0.42 0.42 0.42 0.42 0.42 Sat Flow, veh/h 716 3164 370 740 3167 340 1155 1206 534 1167 1282 471 Grp Volume(v), veh/h 116 348 348 104 368 363 135 0 189 87 0 201 Grp Sat Flow(s),veh/h/ln 716 1770 1765 740 1770 1738 1155 0 1740 1167 0 1753 Q Serve(g_s), s 8.0 8.4 8.4 6.4 7.4 7.4 5.2 0.0 4.2 3.1 0.0 4.5 Cycle Q Clear(g_c), s 15.5 8.4 8.4 14.8 7.4 7.4 9.7 0.0 4.2 7.4 0.0 4.5 Prop In Lane 1.00 0.21 1.00 0.20 1.00 0.31 1.00 0.27 Lane Grp Cap(c), veh/h 339 761 759 334 761 747 518 0 731 528 0 736 V/C Ratio(X) 0.34 0.46 0.46 0.31 0.48 0.49 0.26 0.00 0.26 0.16 0.00 0.27 Avail Cap(c_a), veh/h 395 900 897 392 900 883 518 0 731 528 0 736 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.2 12.1 12.1 13.7 8.9 8.9 14.6 0.0 11.3 13.7 0.0 11.4 Incr Delay (d2), s/veh 0.6 0.4 0.4 0.5 0.5 0.5 1.2 0.0 0.9 0.7 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 4.1 4.2 1.3 3.7 3.6 1.8 0.0 2.2 1.1 0.0 2.4 LnGrp Delay(d),s/veh 17.8 12.6 12.6 14.2 9.4 9.4 15.8 0.0 12.2 14.4 0.0 12.3 LnGrp LOS BBBBAAB BB B Approach Vol, veh/h 812 835 324 288 Approach Delay, s/veh 13.3 10.0 13.7 12.9 Approach LOS BABB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 29.7 30.3 29.7 30.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 20.5 30.5 Max Q Clear Time (g_c+I1), s 11.7 17.5 9.4 16.8 Green Ext Time (p_c), s 2.3 8.3 2.6 8.6 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B 48 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street short background pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 4 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 25 35 25 35 Maximum Split (%) 41.7% 58.3% 41.7% 58.3% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 25 0 25 End Time (s) 25 0 25 0 Yield/Force Off (s) 20.5 55.5 20.5 55.5 Yield/Force Off 170(s) 9.5 44.5 9.5 44.5 Local Start Time (s) 0 25 0 25 Local Yield (s) 20.5 55.5 20.5 55.5 Local Yield 170(s) 9.5 44.5 9.5 44.5 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 49 APPENDIX E 50 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street long background am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 390 65 360 25 10 10 165 1050 140 10 900 165 Future Volume (veh/h) 390 65 360 25 10 10 165 1050 140 10 900 165 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.63 1.00 0.78 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 411 68 53 26 11 4 174 1105 142 11 947 81 Adj No. of Lanes 211211120121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 547 296 159 450 244 161 342 1676 215 213 1697 748 Arrive On Green 0.16 0.16 0.16 0.13 0.13 0.13 0.07 0.53 0.53 0.01 0.48 0.48 Sat Flow, veh/h 3442 1863 1003 3442 1863 1234 1774 3143 403 1774 3539 1560 Grp Volume(v), veh/h 411 68 53 26 11 4 174 621 626 11 947 81 Grp Sat Flow(s),veh/h/ln 1721 1863 1003 1721 1863 1234 1774 1770 1776 1774 1770 1560 Q Serve(g_s), s 12.5 3.5 5.2 0.7 0.6 0.3 5.2 27.8 27.9 0.3 20.9 3.1 Cycle Q Clear(g_c), s 12.5 3.5 5.2 0.7 0.6 0.3 5.2 27.8 27.9 0.3 20.9 3.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.23 1.00 1.00 Lane Grp Cap(c), veh/h 547 296 159 450 244 161 342 944 947 213 1697 748 V/C Ratio(X) 0.75 0.23 0.33 0.06 0.05 0.02 0.51 0.66 0.66 0.05 0.56 0.11 Avail Cap(c_a), veh/h 704 381 205 563 305 202 422 944 947 270 1697 748 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.2 40.4 41.1 41.9 41.8 41.7 15.1 18.4 18.5 16.5 20.3 15.7 Incr Delay (d2), s/veh 3.3 0.4 1.2 0.1 0.1 0.1 1.2 3.6 3.6 0.1 1.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 1.8 1.5 0.3 0.3 0.1 2.6 14.4 14.5 0.2 10.4 1.4 LnGrp Delay(d),s/veh 47.5 40.8 42.3 41.9 41.9 41.7 16.2 22.0 22.1 16.6 21.7 16.0 LnGrp LOS DDDDDDBCCBCB Approach Vol, veh/h 532 41 1421 1039 Approach Delay, s/veh 46.1 41.9 21.3 21.2 Approach LOS DDCC Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.9 63.2 22.0 11.9 57.2 18.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 46.5 22.5 12.3 39.2 18.0 Max Q Clear Time (g_c+I1), s 2.3 29.9 14.5 7.2 22.9 2.7 Green Ext Time (p_c), s 0.0 13.0 1.4 0.2 12.8 0.1 Intersection Summary HCM 2010 Ctrl Delay 25.9 HCM 2010 LOS C 51 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street long background am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 2 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 C-Max None None C-Max None Maximum Split (s) 9.5 51 27 16.8 43.7 22.5 Maximum Split (%) 8.6% 46.4% 24.5% 15.3% 39.7% 20.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 93.2 102.7 43.7 93.2 0 70.7 End Time (s) 102.7 43.7 70.7 0 43.7 93.2 Yield/Force Off (s) 98.2 39.2 66.2 105.5 39.2 88.7 Yield/Force Off 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Local Start Time (s) 93.2 102.7 43.7 93.2 0 70.7 Local Yield (s) 98.2 39.2 66.2 105.5 39.2 88.7 Local Yield 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 52 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street long background pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 395 45 450 100 65 15 425 1450 80 10 1320 475 Future Volume (veh/h) 395 45 450 100 65 15 425 1450 80 10 1320 475 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.59 1.00 0.62 1.00 0.96 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 416 47 187 105 68 4 447 1526 81 11 1389 125 Adj No. of Lanes 211211120121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 743 402 203 462 250 131 348 1662 88 104 1194 522 Arrive On Green 0.22 0.22 0.22 0.13 0.13 0.13 0.16 0.49 0.49 0.01 0.34 0.34 Sat Flow, veh/h 3442 1863 940 3442 1863 981 1774 3412 180 1774 3539 1548 Grp Volume(v), veh/h 416 47 187 105 68 4 447 788 819 11 1389 125 Grp Sat Flow(s),veh/h/ln 1721 1863 940 1721 1863 981 1774 1770 1823 1774 1770 1548 Q Serve(g_s), s 12.9 2.4 23.4 3.3 3.9 0.4 19.5 49.4 50.2 0.5 40.5 7.0 Cycle Q Clear(g_c), s 12.9 2.4 23.4 3.3 3.9 0.4 19.5 49.4 50.2 0.5 40.5 7.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 743 402 203 462 250 131 348 862 888 104 1194 522 V/C Ratio(X) 0.56 0.12 0.92 0.23 0.27 0.03 1.28 0.91 0.92 0.11 1.16 0.24 Avail Cap(c_a), veh/h 774 419 212 516 279 147 348 862 888 155 1194 522 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.9 37.8 46.0 46.4 46.7 45.2 38.6 28.5 28.7 30.0 39.8 28.7 Incr Delay (d2), s/veh 0.8 0.1 39.8 0.2 0.6 0.1 147.8 15.8 16.4 0.4 83.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 1.3 8.3 1.6 2.1 0.1 25.8 27.9 29.3 0.2 33.5 3.1 LnGrp Delay(d),s/veh 42.8 38.0 85.9 46.7 47.3 45.3 186.3 44.2 45.1 30.4 122.7 29.7 LnGrp LOS D D F D D D F D D C F C Approach Vol, veh/h 650 177 2054 1525 Approach Delay, s/veh 54.8 46.9 75.5 114.4 Approach LOS D D E F Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.0 63.0 30.4 24.0 45.0 20.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 52.0 27.0 19.5 37.5 18.0 Max Q Clear Time (g_c+I1), s 2.5 52.2 25.4 21.5 42.5 5.9 Green Ext Time (p_c), s 0.0 0.0 0.6 0.0 0.0 0.5 Intersection Summary HCM 2010 Ctrl Delay 84.8 HCM 2010 LOS F 53 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street long background pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 2 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 C-Max None None C-Max None Maximum Split (s) 9.5 56.5 31.5 24 42 22.5 Maximum Split (%) 7.9% 47.1% 26.3% 20.0% 35.0% 18.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 96 105.5 42 96 0 73.5 End Time (s) 105.5 42 73.5 0 42 96 Yield/Force Off (s) 101 37.5 69 115.5 37.5 91.5 Yield/Force Off 170(s) 101 26.5 58 115.5 26.5 80.5 Local Start Time (s) 96 105.5 42 96 0 73.5 Local Yield (s) 101 37.5 69 115.5 37.5 91.5 Local Yield 170(s) 101 26.5 58 115.5 26.5 80.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 54 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street long background am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 655 110 30 270 60 35 55 75 55 50 30 Future Volume (veh/h) 60 655 110 30 270 60 35 55 75 55 50 30 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.81 0.99 0.94 0.99 0.98 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 63 689 83 32 284 7 37 58 26 58 53 16 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 461 1098 132 261 1251 31 727 563 252 712 635 192 Arrive On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1063 3094 372 689 3524 87 1314 1210 542 1297 1365 412 Grp Volume(v), veh/h 63 393 379 32 142 149 37 0 84 58 0 69 Grp Sat Flow(s),veh/h/ln 1063 1770 1696 689 1770 1841 1314 0 1752 1297 0 1777 Q Serve(g_s), s 2.2 9.2 9.3 2.0 2.8 2.8 0.8 0.0 1.3 1.3 0.0 1.1 Cycle Q Clear(g_c), s 5.0 9.2 9.3 11.3 2.8 2.8 1.9 0.0 1.3 2.7 0.0 1.1 Prop In Lane 1.00 0.22 1.00 0.05 1.00 0.31 1.00 0.23 Lane Grp Cap(c), veh/h 461 628 602 261 628 654 727 0 815 712 0 827 V/C Ratio(X) 0.14 0.63 0.63 0.12 0.23 0.23 0.05 0.00 0.10 0.08 0.00 0.08 Avail Cap(c_a), veh/h 541 761 729 313 761 792 727 0 815 712 0 827 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 13.1 13.4 13.4 18.1 11.3 11.3 8.0 0.0 7.5 8.3 0.0 7.4 Incr Delay (d2), s/veh 0.1 1.2 1.2 0.2 0.2 0.2 0.1 0.0 0.3 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.7 4.5 0.4 1.4 1.5 0.3 0.0 0.7 0.5 0.0 0.6 LnGrp Delay(d),s/veh 13.2 14.5 14.6 18.3 11.5 11.5 8.1 0.0 7.8 8.5 0.0 7.6 LnGrp LOS BBBBBBA AA A Approach Vol, veh/h 835 323 121 127 Approach Delay, s/veh 14.5 12.2 7.9 8.0 Approach LOS BBAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.8 22.2 27.8 22.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 21.5 19.5 21.5 Max Q Clear Time (g_c+I1), s 3.9 11.3 4.7 13.3 Green Ext Time (p_c), s 1.0 5.1 1.0 4.4 Intersection Summary HCM 2010 Ctrl Delay 12.8 HCM 2010 LOS B 55 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street long background am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 4 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 24 26 24 26 Maximum Split (%) 48.0% 52.0% 48.0% 52.0% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 24 0 24 End Time (s) 24 0 24 0 Yield/Force Off (s) 19.5 45.5 19.5 45.5 Yield/Force Off 170(s) 8.5 34.5 8.5 34.5 Local Start Time (s) 0 24 0 24 Local Yield (s) 19.5 45.5 19.5 45.5 Local Yield 170(s) 8.5 34.5 8.5 34.5 Intersection Summary Cycle Length 50 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 56 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street long background pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 100 650 105 105 700 110 140 135 105 90 130 90 Future Volume (veh/h) 100 650 105 105 700 110 140 135 105 90 130 90 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.99 0.87 0.98 0.95 0.98 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 105 684 82 111 737 89 147 142 73 95 137 67 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 325 1420 170 327 1405 169 488 456 234 479 464 227 Arrive On Green 0.45 0.45 0.45 0.60 0.60 0.60 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 656 3156 378 694 3121 376 1151 1140 586 1140 1161 568 Grp Volume(v), veh/h 105 383 383 111 418 408 147 0 215 95 0 204 Grp Sat Flow(s),veh/h/ln 656 1770 1764 694 1770 1727 1151 0 1726 1140 0 1729 Q Serve(g_s), s 7.9 9.1 9.1 7.4 8.3 8.3 6.0 0.0 5.1 3.7 0.0 4.8 Cycle Q Clear(g_c), s 16.2 9.1 9.1 16.5 8.3 8.3 10.8 0.0 5.1 8.9 0.0 4.8 Prop In Lane 1.00 0.21 1.00 0.22 1.00 0.34 1.00 0.33 Lane Grp Cap(c), veh/h 325 797 794 327 797 778 488 0 690 479 0 691 V/C Ratio(X) 0.32 0.48 0.48 0.34 0.52 0.53 0.30 0.00 0.31 0.20 0.00 0.30 Avail Cap(c_a), veh/h 363 900 897 367 900 878 488 0 690 479 0 691 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.9 11.6 11.6 13.4 8.3 8.3 15.9 0.0 12.3 15.4 0.0 12.2 Incr Delay (d2), s/veh 0.6 0.5 0.5 0.6 0.5 0.6 1.6 0.0 1.2 0.9 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 4.5 4.5 1.5 4.0 3.9 2.1 0.0 2.7 1.3 0.0 2.5 LnGrp Delay(d),s/veh 17.5 12.0 12.0 14.1 8.8 8.8 17.5 0.0 13.5 16.3 0.0 13.3 LnGrp LOS BBBBAAB BB B Approach Vol, veh/h 871 937 362 299 Approach Delay, s/veh 12.7 9.4 15.1 14.3 Approach LOS BABB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 28.5 31.5 28.5 31.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 20.5 30.5 Max Q Clear Time (g_c+I1), s 12.8 18.2 10.9 18.5 Green Ext Time (p_c), s 2.3 8.7 2.6 8.5 Intersection Summary HCM 2010 Ctrl Delay 12.0 HCM 2010 LOS B 57 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street long background pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 4 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 25 35 25 35 Maximum Split (%) 41.7% 58.3% 41.7% 58.3% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 25 0 25 End Time (s) 25 0 25 0 Yield/Force Off (s) 20.5 55.5 20.5 55.5 Yield/Force Off 170(s) 9.5 44.5 9.5 44.5 Local Start Time (s) 0 25 0 25 Local Yield (s) 20.5 55.5 20.5 55.5 Local Yield 170(s) 9.5 44.5 9.5 44.5 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 58 APPENDIX F 59 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street short total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 351 62 338 23 11 7 149 911 119 5 783 148 Future Volume (veh/h) 351 62 338 23 11 7 149 911 119 5 783 148 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.65 1.00 1.00 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 481 117 37 38 35 0 164 1215 137 12 842 70 Adj No. of Lanes 211211120121 Peak Hour Factor 0.73 0.53 0.76 0.61 0.31 0.44 0.91 0.75 0.83 0.42 0.93 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 573 310 170 457 248 210 368 1672 188 182 1672 737 Arrive On Green 0.17 0.17 0.17 0.13 0.13 0.00 0.06 0.52 0.52 0.01 0.47 0.47 Sat Flow, veh/h 3442 1863 1023 3442 1863 1583 1774 3196 359 1774 3539 1560 Grp Volume(v), veh/h 481 117 37 38 35 0 164 671 681 12 842 70 Grp Sat Flow(s),veh/h/ln 1721 1863 1023 1721 1863 1583 1774 1770 1785 1774 1770 1560 Q Serve(g_s), s 14.9 6.1 3.4 1.1 1.8 0.0 5.0 32.0 32.4 0.4 18.1 2.7 Cycle Q Clear(g_c), s 14.9 6.1 3.4 1.1 1.8 0.0 5.0 32.0 32.4 0.4 18.1 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.20 1.00 1.00 Lane Grp Cap(c), veh/h 573 310 170 457 248 210 368 926 934 182 1672 737 V/C Ratio(X) 0.84 0.38 0.22 0.08 0.14 0.00 0.45 0.72 0.73 0.07 0.50 0.10 Avail Cap(c_a), veh/h 704 381 209 563 305 259 451 926 934 238 1672 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.4 40.8 39.7 41.8 42.1 0.0 14.5 20.1 20.2 18.0 20.1 16.0 Incr Delay (d2), s/veh 7.5 0.8 0.6 0.1 0.3 0.0 0.8 4.9 5.0 0.2 1.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.7 3.2 1.0 0.5 1.0 0.0 2.5 16.7 17.2 0.2 9.0 1.2 LnGrp Delay(d),s/veh 51.9 41.5 40.3 41.9 42.4 0.0 15.4 25.1 25.2 18.1 21.2 16.3 LnGrp LOS DDDDD BCCBCB Approach Vol, veh/h 635 73 1516 924 Approach Delay, s/veh 49.4 42.1 24.1 20.8 Approach LOS DDCC Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.0 62.0 22.8 11.6 56.5 19.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 46.5 22.5 12.3 39.2 18.0 Max Q Clear Time (g_c+I1), s 2.4 34.4 16.9 7.0 20.1 3.8 Green Ext Time (p_c), s 0.0 10.0 1.4 0.2 14.6 0.2 Intersection Summary HCM 2010 Ctrl Delay 28.6 HCM 2010 LOS C 60 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street short total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 2 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 C-Max None None C-Max None Maximum Split (s) 9.5 51 27 16.8 43.7 22.5 Maximum Split (%) 8.6% 46.4% 24.5% 15.3% 39.7% 20.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 93.2 102.7 43.7 93.2 0 70.7 End Time (s) 102.7 43.7 70.7 0 43.7 93.2 Yield/Force Off (s) 98.2 39.2 66.2 105.5 39.2 88.7 Yield/Force Off 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Local Start Time (s) 93.2 102.7 43.7 93.2 0 70.7 Local Yield (s) 98.2 39.2 66.2 105.5 39.2 88.7 Local Yield 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 61 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street short total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 345 43 401 89 63 11 397 1260 69 6 1146 427 Future Volume (veh/h) 345 43 401 89 63 11 397 1260 69 6 1146 427 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.58 1.00 1.00 1.00 0.96 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 411 57 169 101 66 0 451 1340 73 12 1219 83 Adj No. of Lanes 211211120121 Peak Hour Factor 0.84 0.75 0.76 0.88 0.96 0.62 0.88 0.94 0.91 0.50 0.94 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 709 384 189 461 249 212 350 1691 92 148 1230 538 Arrive On Green 0.21 0.21 0.21 0.13 0.13 0.00 0.16 0.50 0.50 0.01 0.35 0.35 Sat Flow, veh/h 3442 1863 916 3442 1863 1583 1774 3407 185 1774 3539 1549 Grp Volume(v), veh/h 411 57 169 101 66 0 451 695 718 12 1219 83 Grp Sat Flow(s),veh/h/ln 1721 1863 916 1721 1863 1583 1774 1770 1822 1774 1770 1549 Q Serve(g_s), s 12.9 3.0 21.5 3.1 3.8 0.0 19.5 39.0 39.3 0.5 41.1 4.4 Cycle Q Clear(g_c), s 12.9 3.0 21.5 3.1 3.8 0.0 19.5 39.0 39.3 0.5 41.1 4.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 709 384 189 461 249 212 350 878 904 148 1230 538 V/C Ratio(X) 0.58 0.15 0.90 0.22 0.26 0.00 1.29 0.79 0.79 0.08 0.99 0.15 Avail Cap(c_a), veh/h 789 427 210 516 279 237 350 878 904 198 1230 538 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.0 39.0 46.4 46.4 46.7 0.0 38.5 25.0 25.1 26.6 39.0 27.0 Incr Delay (d2), s/veh 0.9 0.2 33.2 0.2 0.6 0.0 149.2 7.2 7.1 0.2 23.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.3 1.6 7.2 1.5 2.0 0.0 26.1 20.7 21.5 0.3 24.0 2.0 LnGrp Delay(d),s/veh 43.8 39.2 79.6 46.6 47.2 0.0 187.7 32.2 32.3 26.9 62.5 27.6 LnGrp LOS D D E D D F C C C E C Approach Vol, veh/h 637 167 1864 1314 Approach Delay, s/veh 52.9 46.9 69.9 60.0 Approach LOS D D E E Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 64.1 29.2 24.0 46.2 20.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 51.5 27.5 19.5 37.0 18.0 Max Q Clear Time (g_c+I1), s 2.5 41.3 23.5 21.5 43.1 5.8 Green Ext Time (p_c), s 0.0 9.3 1.2 0.0 0.0 0.5 Intersection Summary HCM 2010 Ctrl Delay 62.9 HCM 2010 LOS E 62 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street short total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 2 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 C-Max None None C-Max None Maximum Split (s) 9.5 56 32 24 41.5 22.5 Maximum Split (%) 7.9% 46.7% 26.7% 20.0% 34.6% 18.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 96 105.5 41.5 96 0 73.5 End Time (s) 105.5 41.5 73.5 0 41.5 96 Yield/Force Off (s) 101 37 69 115.5 37 91.5 Yield/Force Off 170(s) 101 26 58 115.5 26 80.5 Local Start Time (s) 96 105.5 41.5 96 0 73.5 Local Yield (s) 101 37 69 115.5 37 91.5 Local Yield 170(s) 101 26 58 115.5 26 80.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 63 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street short total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 54 585 95 25 265 53 30 46 63 50 42 26 Future Volume (veh/h) 54 585 95 25 265 53 30 46 63 50 42 26 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.82 0.99 1.00 0.99 0.98 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 64 713 82 40 315 0 60 63 19 68 59 12 Adj No. of Lanes 120120110110 Peak Hour Factor 0.84 0.82 0.78 0.62 0.84 0.63 0.50 0.73 0.69 0.73 0.71 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 461 1143 131 265 1298 0 709 619 187 699 678 138 Arrive On Green 0.37 0.37 0.37 0.37 0.37 0.00 0.45 0.45 0.45 0.45 0.45 0.45 Sat Flow, veh/h 1042 3117 358 675 3632 0 1312 1366 412 1299 1495 304 Grp Volume(v), veh/h 64 404 391 40 315 0 60 0 82 68 0 71 Grp Sat Flow(s),veh/h/ln 1042 1770 1705 675 1770 0 1312 0 1778 1299 0 1800 Q Serve(g_s), s 2.3 9.4 9.4 2.6 3.1 0.0 1.4 0.0 1.3 1.6 0.0 1.1 Cycle Q Clear(g_c), s 5.4 9.4 9.4 12.0 3.1 0.0 2.5 0.0 1.3 2.9 0.0 1.1 Prop In Lane 1.00 0.21 1.00 0.00 1.00 0.23 1.00 0.17 Lane Grp Cap(c), veh/h 461 649 625 265 1298 0 709 0 806 699 0 816 V/C Ratio(X) 0.14 0.62 0.62 0.15 0.24 0.00 0.08 0.00 0.10 0.10 0.00 0.09 Avail Cap(c_a), veh/h 527 761 733 307 1522 0 709 0 806 699 0 816 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 12.9 13.0 13.0 17.9 11.0 0.0 8.5 0.0 7.8 8.7 0.0 7.8 Incr Delay (d2), s/veh 0.1 1.2 1.3 0.3 0.1 0.0 0.2 0.0 0.3 0.3 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.7 4.6 0.5 1.5 0.0 0.5 0.0 0.7 0.6 0.0 0.6 LnGrp Delay(d),s/veh 13.0 14.2 14.3 18.2 11.1 0.0 8.7 0.0 8.1 8.9 0.0 8.0 LnGrp LOS BBBBB A AA A Approach Vol, veh/h 859 355 142 139 Approach Delay, s/veh 14.1 11.9 8.4 8.5 Approach LOS BBAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.2 22.8 27.2 22.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 21.5 19.5 21.5 Max Q Clear Time (g_c+I1), s 4.5 11.4 4.9 14.0 Green Ext Time (p_c), s 1.1 5.4 1.1 4.3 Intersection Summary HCM 2010 Ctrl Delay 12.5 HCM 2010 LOS B 64 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street short total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 4 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 24 26 24 26 Maximum Split (%) 48.0% 52.0% 48.0% 52.0% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 24 0 24 End Time (s) 24 0 24 0 Yield/Force Off (s) 19.5 45.5 19.5 45.5 Yield/Force Off 170(s) 8.5 34.5 8.5 34.5 Local Start Time (s) 0 24 0 24 Local Yield (s) 19.5 45.5 19.5 45.5 Local Yield 170(s) 8.5 34.5 8.5 34.5 Intersection Summary Cycle Length 50 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 65 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street short total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 86 601 90 86 630 93 119 118 85 78 112 77 Future Volume (veh/h) 86 601 90 86 630 93 119 118 85 78 112 77 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.99 0.86 0.98 0.96 0.98 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 116 668 73 104 685 75 135 131 58 93 147 54 Adj No. of Lanes 120120110110 Peak Hour Factor 0.74 0.90 0.85 0.83 0.92 0.89 0.88 0.90 0.85 0.84 0.76 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 337 1401 153 326 1388 152 507 496 219 516 527 194 Arrive On Green 0.44 0.44 0.44 0.58 0.58 0.58 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 697 3192 348 710 3161 345 1155 1206 534 1167 1282 471 Grp Volume(v), veh/h 116 370 371 104 383 377 135 0 189 93 0 201 Grp Sat Flow(s),veh/h/ln 697 1770 1771 710 1770 1737 1155 0 1739 1167 0 1753 Q Serve(g_s), s 8.2 8.9 8.9 6.7 7.6 7.6 5.3 0.0 4.3 3.4 0.0 4.6 Cycle Q Clear(g_c), s 15.9 8.9 8.9 15.6 7.6 7.6 9.9 0.0 4.3 7.7 0.0 4.6 Prop In Lane 1.00 0.20 1.00 0.20 1.00 0.31 1.00 0.27 Lane Grp Cap(c), veh/h 337 777 777 326 777 762 507 0 715 516 0 720 V/C Ratio(X) 0.34 0.48 0.48 0.32 0.49 0.49 0.27 0.00 0.26 0.18 0.00 0.28 Avail Cap(c_a), veh/h 386 900 900 375 900 883 507 0 715 516 0 720 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.0 11.9 11.9 13.7 8.6 8.6 15.0 0.0 11.7 14.2 0.0 11.8 Incr Delay (d2), s/veh 0.6 0.5 0.5 0.6 0.5 0.5 1.3 0.0 0.9 0.8 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 4.4 4.4 1.4 3.7 3.6 1.9 0.0 2.2 1.2 0.0 2.4 LnGrp Delay(d),s/veh 17.6 12.4 12.4 14.2 9.1 9.1 16.3 0.0 12.6 15.0 0.0 12.7 LnGrp LOS BBBBAAB BB B Approach Vol, veh/h 857 864 324 294 Approach Delay, s/veh 13.1 9.7 14.1 13.4 Approach LOS BABB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 29.2 30.8 29.2 30.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 20.5 30.5 Max Q Clear Time (g_c+I1), s 11.9 17.9 9.7 17.6 Green Ext Time (p_c), s 2.3 8.5 2.6 8.6 Intersection Summary HCM 2010 Ctrl Delay 12.0 HCM 2010 LOS B 66 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street short total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 4 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 25 35 25 35 Maximum Split (%) 41.7% 58.3% 41.7% 58.3% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 25 0 25 End Time (s) 25 0 25 0 Yield/Force Off (s) 20.5 55.5 20.5 55.5 Yield/Force Off 170(s) 9.5 44.5 9.5 44.5 Local Start Time (s) 0 25 0 25 Local Yield (s) 20.5 55.5 20.5 55.5 Local Yield 170(s) 9.5 44.5 9.5 44.5 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 67 HCM 2010 TWSC 6: Elizabeth Street & Site Access short total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 702 308 11 37 25 Future Vol, veh/h 8 702 308 11 37 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 763 335 12 40 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 347 0 - 0 740 173 Stage 1 - - - - 341 - Stage 2 - - - - 399 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1209 - - - 352 840 Stage 1 - - - - 692 - Stage 2 - - - - 647 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1209 - - - 349 840 Mov Cap-2 Maneuver - - - - 349 - Stage 1 - - - - 692 - Stage 2 - - - - 642 - Approach EB WB SB HCM Control Delay, s 0.1 0 14.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1209 - - - 457 HCM Lane V/C Ratio 0.007 - - - 0.147 HCM Control Delay (s) 8 - - - 14.2 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.5 68 HCM 2010 TWSC 4: Elizabeth Street & Site Access short total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 45 735 800 69 39 27 Future Vol, veh/h 45 735 800 69 39 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 49 799 870 75 42 29 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 945 0 - 0 1404 472 Stage 1 - - - - 907 - Stage 2 - - - - 497 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 722 - - - 131 538 Stage 1 - - - - 354 - Stage 2 - - - - 577 - Platoon blocked, % - - - Mov Cap-1 Maneuver 722 - - - 122 538 Mov Cap-2 Maneuver - - - - 122 - Stage 1 - - - - 354 - Stage 2 - - - - 538 - Approach EB WB SB HCM Control Delay, s 0.6 0 38.2 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 722 - - - 178 HCM Lane V/C Ratio 0.068 - - - 0.403 HCM Control Delay (s) 10.3 - - - 38.2 HCM Lane LOS B - - - E HCM 95th %tile Q(veh) 0.2 - - - 1.8 69 APPENDIX G 70 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street long total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 405 70 380 25 10 10 170 1050 140 10 900 170 Future Volume (veh/h) 405 70 380 25 10 10 170 1050 140 10 900 170 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.64 1.00 0.78 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 426 74 74 26 11 4 179 1105 142 11 947 86 Adj No. of Lanes 211211120121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 552 299 161 450 244 161 342 1672 214 212 1686 743 Arrive On Green 0.16 0.16 0.16 0.13 0.13 0.13 0.07 0.53 0.53 0.01 0.48 0.48 Sat Flow, veh/h 3442 1863 1006 3442 1863 1234 1774 3143 403 1774 3539 1560 Grp Volume(v), veh/h 426 74 74 26 11 4 179 621 626 11 947 86 Grp Sat Flow(s),veh/h/ln 1721 1863 1006 1721 1863 1234 1774 1770 1776 1774 1770 1560 Q Serve(g_s), s 13.0 3.8 7.3 0.7 0.6 0.3 5.4 27.8 28.0 0.4 21.0 3.4 Cycle Q Clear(g_c), s 13.0 3.8 7.3 0.7 0.6 0.3 5.4 27.8 28.0 0.4 21.0 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.23 1.00 1.00 Lane Grp Cap(c), veh/h 552 299 161 450 244 161 342 942 945 212 1686 743 V/C Ratio(X) 0.77 0.25 0.46 0.06 0.05 0.02 0.52 0.66 0.66 0.05 0.56 0.12 Avail Cap(c_a), veh/h 704 381 206 563 305 202 419 942 945 269 1686 743 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.2 40.4 41.8 41.9 41.8 41.7 15.3 18.6 18.6 16.7 20.6 16.0 Incr Delay (d2), s/veh 4.0 0.4 2.0 0.1 0.1 0.1 1.2 3.6 3.6 0.1 1.4 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.5 2.0 2.1 0.3 0.3 0.1 2.7 14.4 14.5 0.2 10.6 1.5 LnGrp Delay(d),s/veh 48.3 40.8 43.9 41.9 41.9 41.7 16.5 22.2 22.2 16.8 21.9 16.3 LnGrp LOS DDDDDDBCCBCB Approach Vol, veh/h 574 41 1426 1044 Approach Delay, s/veh 46.8 41.9 21.5 21.4 Approach LOS DDCC Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.9 63.0 22.1 12.1 56.9 18.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 46.5 22.5 12.3 39.2 18.0 Max Q Clear Time (g_c+I1), s 2.4 30.0 15.0 7.4 23.0 2.7 Green Ext Time (p_c), s 0.0 13.0 1.5 0.2 12.7 0.1 Intersection Summary HCM 2010 Ctrl Delay 26.4 HCM 2010 LOS C 71 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street long total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 2 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 C-Max None None C-Max None Maximum Split (s) 9.5 51 27 16.8 43.7 22.5 Maximum Split (%) 8.6% 46.4% 24.5% 15.3% 39.7% 20.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 93.2 102.7 43.7 93.2 0 70.7 End Time (s) 102.7 43.7 70.7 0 43.7 93.2 Yield/Force Off (s) 98.2 39.2 66.2 105.5 39.2 88.7 Yield/Force Off 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Local Start Time (s) 93.2 102.7 43.7 93.2 0 70.7 Local Yield (s) 98.2 39.2 66.2 105.5 39.2 88.7 Local Yield 170(s) 98.2 28.2 55.2 105.5 28.2 77.7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 72 HCM 2010 Signalized Intersection Summary 1: Shields Street & Elizabeth Street long total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 410 50 475 100 70 15 465 1450 80 10 1320 500 Future Volume (veh/h) 410 50 475 100 70 15 465 1450 80 10 1320 500 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.61 1.00 0.62 1.00 0.96 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 432 53 213 105 74 4 489 1526 81 11 1389 151 Adj No. of Lanes 211211120121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 774 419 216 463 251 132 348 1630 86 99 1160 507 Arrive On Green 0.22 0.22 0.22 0.13 0.13 0.13 0.16 0.48 0.48 0.01 0.33 0.33 Sat Flow, veh/h 3442 1863 960 3442 1863 982 1774 3412 180 1774 3539 1548 Grp Volume(v), veh/h 432 53 213 105 74 4 489 788 819 11 1389 151 Grp Sat Flow(s),veh/h/ln 1721 1863 960 1721 1863 982 1774 1770 1823 1774 1770 1548 Q Serve(g_s), s 13.3 2.7 26.5 3.3 4.3 0.4 19.5 50.3 51.1 0.5 39.3 8.7 Cycle Q Clear(g_c), s 13.3 2.7 26.5 3.3 4.3 0.4 19.5 50.3 51.1 0.5 39.3 8.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 774 419 216 463 251 132 348 845 871 99 1160 507 V/C Ratio(X) 0.56 0.13 0.99 0.23 0.30 0.03 1.40 0.93 0.94 0.11 1.20 0.30 Avail Cap(c_a), veh/h 774 419 216 516 279 147 348 845 871 150 1160 507 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.2 37.1 46.3 46.3 46.8 45.1 38.4 29.5 29.7 31.0 40.3 30.0 Incr Delay (d2), s/veh 0.9 0.1 57.1 0.2 0.6 0.1 198.3 18.3 19.1 0.5 97.2 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.5 1.4 10.5 1.6 2.3 0.1 30.7 28.8 30.3 0.3 34.8 3.9 LnGrp Delay(d),s/veh 42.1 37.2 103.4 46.6 47.4 45.2 236.7 47.8 48.9 31.5 137.6 31.5 LnGrp LOS D D F D D D F D D C F C Approach Vol, veh/h 698 183 2096 1551 Approach Delay, s/veh 60.4 46.9 92.3 126.5 Approach LOS E D F F Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.0 61.8 31.5 24.0 43.8 20.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 52.0 27.0 19.5 37.5 18.0 Max Q Clear Time (g_c+I1), s 2.5 53.1 28.5 21.5 41.3 6.3 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.5 Intersection Summary HCM 2010 Ctrl Delay 97.3 HCM 2010 LOS F 73 Timing Report, Sorted By Phase 1: Shields Street & Elizabeth Street long total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 2 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 C-Max None None C-Max None Maximum Split (s) 9.5 56.5 31.5 24 42 22.5 Maximum Split (%) 7.9% 47.1% 26.3% 20.0% 35.0% 18.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 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) 96 105.5 42 96 0 73.5 End Time (s) 105.5 42 73.5 0 42 96 Yield/Force Off (s) 101 37.5 69 115.5 37.5 91.5 Yield/Force Off 170(s) 101 26.5 58 115.5 26.5 80.5 Local Start Time (s) 96 105.5 42 96 0 73.5 Local Yield (s) 101 37.5 69 115.5 37.5 91.5 Local Yield 170(s) 101 26.5 58 115.5 26.5 80.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: Shields Street & Elizabeth Street 74 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street long total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 660 110 30 295 65 35 55 75 55 50 30 Future Volume (veh/h) 60 660 110 30 295 65 35 55 75 55 50 30 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.81 0.99 0.94 0.99 0.98 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 63 695 83 32 311 12 37 58 26 58 53 16 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 448 1107 132 261 1239 48 724 560 251 709 632 191 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 1034 3098 369 686 3466 133 1314 1210 542 1297 1365 412 Grp Volume(v), veh/h 63 396 382 32 158 165 37 0 84 58 0 69 Grp Sat Flow(s),veh/h/ln 1034 1770 1698 686 1770 1830 1314 0 1752 1297 0 1777 Q Serve(g_s), s 2.3 9.3 9.3 2.0 3.2 3.2 0.8 0.0 1.4 1.3 0.0 1.1 Cycle Q Clear(g_c), s 5.5 9.3 9.3 11.3 3.2 3.2 1.9 0.0 1.4 2.7 0.0 1.1 Prop In Lane 1.00 0.22 1.00 0.07 1.00 0.31 1.00 0.23 Lane Grp Cap(c), veh/h 448 632 607 261 632 654 724 0 811 709 0 822 V/C Ratio(X) 0.14 0.63 0.63 0.12 0.25 0.25 0.05 0.00 0.10 0.08 0.00 0.08 Avail Cap(c_a), veh/h 523 761 730 311 761 787 724 0 811 709 0 822 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 13.3 13.3 13.3 18.0 11.3 11.3 8.0 0.0 7.6 8.3 0.0 7.5 Incr Delay (d2), s/veh 0.1 1.2 1.3 0.2 0.2 0.2 0.1 0.0 0.3 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.7 4.6 0.4 1.6 1.6 0.3 0.0 0.7 0.5 0.0 0.6 LnGrp Delay(d),s/veh 13.4 14.5 14.6 18.2 11.5 11.5 8.2 0.0 7.8 8.6 0.0 7.7 LnGrp LOS BBBBBBA AA A Approach Vol, veh/h 841 355 121 127 Approach Delay, s/veh 14.4 12.1 7.9 8.1 Approach LOS BBAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.6 22.4 27.6 22.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.5 21.5 19.5 21.5 Max Q Clear Time (g_c+I1), s 3.9 11.3 4.7 13.3 Green Ext Time (p_c), s 1.0 5.2 1.0 4.5 Intersection Summary HCM 2010 Ctrl Delay 12.8 HCM 2010 LOS B 75 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street long total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 4 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 24 26 24 26 Maximum Split (%) 48.0% 52.0% 48.0% 52.0% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 24 0 24 End Time (s) 24 0 24 0 Yield/Force Off (s) 19.5 45.5 19.5 45.5 Yield/Force Off 170(s) 8.5 34.5 8.5 34.5 Local Start Time (s) 0 24 0 24 Local Yield (s) 19.5 45.5 19.5 45.5 Local Yield 170(s) 8.5 34.5 8.5 34.5 Intersection Summary Cycle Length 50 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 76 HCM 2010 Signalized Intersection Summary 2: City Park Avenue & Elizabeth Street long total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 100 690 105 105 725 115 140 135 105 95 130 90 Future Volume (veh/h) 100 690 105 105 725 115 140 135 105 95 130 90 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.99 0.87 0.98 0.95 0.98 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 105 726 82 111 763 94 147 142 73 100 137 67 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 323 1463 165 320 1432 176 475 445 229 466 453 221 Arrive On Green 0.46 0.46 0.46 0.61 0.61 0.61 0.39 0.39 0.39 0.39 0.39 0.39 Sat Flow, veh/h 638 3180 359 668 3113 383 1151 1140 586 1140 1161 568 Grp Volume(v), veh/h 105 404 404 111 434 423 147 0 215 100 0 204 Grp Sat Flow(s),veh/h/ln 638 1770 1769 668 1770 1726 1151 0 1726 1140 0 1729 Q Serve(g_s), s 8.1 9.6 9.6 7.7 8.5 8.5 6.1 0.0 5.2 4.0 0.0 4.9 Cycle Q Clear(g_c), s 16.5 9.6 9.6 17.3 8.5 8.5 11.0 0.0 5.2 9.2 0.0 4.9 Prop In Lane 1.00 0.20 1.00 0.22 1.00 0.34 1.00 0.33 Lane Grp Cap(c), veh/h 323 814 814 320 814 794 475 0 673 466 0 674 V/C Ratio(X) 0.32 0.50 0.50 0.35 0.53 0.53 0.31 0.00 0.32 0.21 0.00 0.30 Avail Cap(c_a), veh/h 354 900 899 353 900 878 475 0 673 466 0 674 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.7 11.3 11.3 13.3 7.9 7.9 16.5 0.0 12.8 16.0 0.0 12.7 Incr Delay (d2), s/veh 0.6 0.5 0.5 0.6 0.5 0.6 1.7 0.0 1.3 1.1 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 4.7 4.7 1.5 4.1 4.0 2.1 0.0 2.7 1.4 0.0 2.5 LnGrp Delay(d),s/veh 17.2 11.8 11.8 14.0 8.5 8.5 18.1 0.0 14.0 17.0 0.0 13.8 LnGrp LOS BBBBAAB BB B Approach Vol, veh/h 913 968 362 304 Approach Delay, s/veh 12.4 9.1 15.7 14.9 Approach LOS BABB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.9 32.1 27.9 32.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 20.5 30.5 Max Q Clear Time (g_c+I1), s 13.0 18.5 11.2 19.3 Green Ext Time (p_c), s 2.3 8.8 2.6 8.3 Intersection Summary HCM 2010 Ctrl Delay 11.9 HCM 2010 LOS B 77 Timing Report, Sorted By Phase 2: City Park Avenue & Elizabeth Street long total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 4 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 25 35 25 35 Maximum Split (%) 41.7% 58.3% 41.7% 58.3% Minimum Split (s) 22.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 1111 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 25 0 25 End Time (s) 25 0 25 0 Yield/Force Off (s) 20.5 55.5 20.5 55.5 Yield/Force Off 170(s) 9.5 44.5 9.5 44.5 Local Start Time (s) 0 25 0 25 Local Yield (s) 20.5 55.5 20.5 55.5 Local Yield 170(s) 9.5 44.5 9.5 44.5 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: City Park Avenue & Elizabeth Street 78 HCM 2010 TWSC 6: Elizabeth Street & Site Access long total am 2018 Total AM 10/19/2016 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 800 350 10 40 25 Future Vol, veh/h 10 800 350 10 40 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 842 368 11 42 26 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 379 0 - 0 816 189 Stage 1 - - - - 374 - Stage 2 - - - - 442 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1176 - - - 315 821 Stage 1 - - - - 666 - Stage 2 - - - - 615 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1176 - - - 312 821 Mov Cap-2 Maneuver - - - - 312 - Stage 1 - - - - 666 - Stage 2 - - - - 609 - Approach EB WB SB HCM Control Delay, s 0.1 0 15.5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1176 - - - 410 HCM Lane V/C Ratio 0.009 - - - 0.167 HCM Control Delay (s) 8.1 - - - 15.5 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.6 79 HCM 2010 TWSC 4: Elizabeth Street & Site Access long total pm 2018 Total PM 5:00 pm 10/19/2016 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 2.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 45 870 940 70 40 30 Future Vol, veh/h 45 870 940 70 40 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 47 916 989 74 42 32 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1063 0 - 0 1579 532 Stage 1 - - - - 1026 - Stage 2 - - - - 553 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 651 - - - 100 492 Stage 1 - - - - 307 - Stage 2 - - - - 540 - Platoon blocked, % - - - Mov Cap-1 Maneuver 651 - - - 93 492 Mov Cap-2 Maneuver - - - - 93 - Stage 1 - - - - 307 - Stage 2 - - - - 501 - Approach EB WB SB HCM Control Delay, s 0.5 0 54.3 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 651 - - - 143 HCM Lane V/C Ratio 0.073 - - - 0.515 HCM Control Delay (s) 11 - - - 54.3 HCM Lane LOS B - - - F HCM 95th %tile Q(veh) 0.2 - - - 2.5 80 APPENDIX H 81 SCALE: 1"=500' Pedestrian Influence Area DELICH ASSOCIATES City Park Avenue Shields Street Blue Bell St. Scott Ave. Plum Street Elizabeth Street Laurel Street 82 Pedestrian LOS Worksheet Project Location Classification: Pedestrian Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Colorado State University to the east Institutional Minimum A A B A A 1 Actual A A A A A Proposed A A A A A Commercial/Residential to the south Commercial/ Residential Minimum A A B A A 2 Actual A A A A A Proposed A A A A A Commercial/Residential to the west Commercial/ Residential Minimum A A B A A 3 Actual A A A A A Proposed A A A A A Residential to the north Residential Minimum A A B A A 4 Actual A A A A A Proposed A A A A A Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed * Built under earlier street standards 83 SCALE: 1"=500' Bicycle Influence Area DELICH ASSOCIATES City Park Avenue Shields Street Blue Bell St. Scott Ave. Plum Street Elizabeth Street Laurel Street 84 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Colorado State 1 University to the east Institutional B A A Campus West to the 2 south Commercial B A A 3 4 85