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Appendix I
APPENDIX I: Future Conditions (2008 With Project) SYNCHRO 6.0 Outputs • • • 2008 (With Project) PM Peak Hour Existing Timings 9: NE 71 st Street & Biscayne Boulevard HCM Signalized Intersection Capacity Analysis Future (2008) P.M. Peak Hour Nirvana Phase II e Lane Configurations 1 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 ; 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 Fri 1.00 0.86 0.94 Fit Protected 095 1.00 0.99 Satd. Flow (prot) 1770 1599 1730 Fit Permitted 0.74 1.00 0,93 Satd. Flow (perm) 1385 1599 1624 Volume (vph) 79 3 48 6 6 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) : 82 3 50 6 6 Lane Group Flow (vph) 82 53 0 0 21 Turn Type . Perm Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 10.2 10.2 ffective Green, g (s) 10.2 10.2 Actuated g/C Ratio 0.09 0.09 Clearance Time (s) 4,0 4.0 Vehicle Extension (s) 3.0 3.0 Lane Grp Cap (vph) 128 148 v/s Ratio Prot 0.03 v/s Ratio Perm ' c0.06 v/c Ratio 0.64 0.36 Uniform Delay, di 48.1. 46,8 Progression Factor 1.00 1.00 Incremental Delay, d2 10.5 1.5 Delay (s) 58.6 48.3 Level of Service E . p Approach Delay (s) 54.6 Approach LOS HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length(s) intersection Capacity Utilization c Critical Lane Group 4.4 0.66 1100 72.0% 8 10.2 10.2 0.09 4.0 3.0 151 0.01 0.14 45,9 1.00 0.4 46.3 0 46.3 744 1900' 4.0 1.00 1.00 0,95 1770 0,15' 286 9 18 0.96 0.96 9 19 0 19 Perm 2 41+ 1900 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 1877 1: 0.96 0.96 1955 '1 1956 0 +1 1900 1900 1900 4.0 4.0 1.00 0.95 1.00 0.99 0.95 .:1.00 1770 3512 0.08 100 158 3512 4 1369 74 0.96 0.96 0.96 4 1426 77 4 1503 0 91.8 91.8 91.8 91.8 0.83 0.83 4.0 4.0 3.0 3.0 239 ; 2953 c0.55 0.07 .. 0.08 0.66 1,6 3.4 0.41 0.20 0.4 ,s 0,7 1.0 1.4 HCM Level of Service Sum of lost time (s) ICU Level of Service 1.4 A Perm 8.0.;., C 6 91.8 91.8 91.8 91.8 0.83 0.83 4.0 4.0 3.0 3.0 132 2931 0.43 0.03'. 0.03 0.51 1.5i 2':6 .00 1.00 2.0 3.3 3.3 HCM Signalized Intersection Capacity Analysis G°\044673001\Calcs\Synchro!Future (2008) PM Peak Hour.sy6 kimley1v17-ff51 Kinney -Horn and Associates, inc. 9: NE 71st Street & Biscayne Boulevard Timings Future (2008) P.M. Peak Hour Nirvana Phase I1 Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) . . Lead/Lag Lead -Lag Optimize? Recall Mode 79 Perm 4 6 Perm 18 1877 Perm Perm 1369.` 4 4 8 8 2 2 6 6 4.0 4.0 4.0 4.0 . .. 4.0 4.0 4.0 4.0 20.5 20,5 20.5 ` 20.5 20.5 20.5 20.5 20.5 24.0 24.0 24.0 24.0 86.0 86.0 86.0 86.0 220/0 22% 22% 22% 78% 78%, 78% 78% 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0,0 0.0 0.0 '; 0.0 0.0 None None None None Coord Coord Coord Coord Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: and 6:SBTL, Start of Green 9: NE 71st Street & Biscayne Boulevard Timings G:t0446730011Calcs\SynchroiFuture (2008) PM Peak Hour.sy6 kimleylv17-ff51 Kimley Hom and Associates, Inc. 31: NE 64th Street & Biscayne Boulevard HCM Signalized Intersection Capacity Analysis Future (2008) P.M. Peak Hour Nirvana Phase II { 4 4\ 13 Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perris v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group I ) 11 ' fl 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0,93 1.00 0.88 1.00 0.99 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1730 1770 1648 1770 3521 1770 3534 0.98 0.74 1.00 0.18 1.00 0.04 1.00 1697 1381 1648 344 3521 83 3534 2: 9 11 46 11 .38 8 2018 71 46 1337 14 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 2 10 12 49 12 40 9 2147 76 49 1422 15 0 11 0 0 37 0 0 1 0 0 0 0 0 13 . 0 49 15 0 9 2222 0. 49 1437 0 Perm Perm Perm pm+pt 4 8 2 1 6 4 8 2 6 8.0 8.0 8.0 84.9 84.9 93.0 ` 93.0 8.0 8.0 8.0 85.9 85.9 94.0 94.0 0.07 0.07 0.07 0.78 0.78 0.85 0.85 4.0 4.0 4.0 5.0 5.0 3.0 5.0 3.0.. 3:0 3.0 3.0 3.0 3.0 .' 3.0 123 100 120 269 2750 134 3020 0.01 c0.63 0.01 ` c0.41 0.01 c0.04 0.03 0.30 0.10 0.49 0.12 0.03 0.81 0.37 0.48 47.7 49.0 47.7 2.7 7.2 14.1 2.0 1.00 1,00 1.00 0.63 `: 0.36 3.99 .0.97 0.4 3.7 0.5 0.2 2.4 1.6 0.5 48.0 52.8 48.2 1.9 5.0 58.0 2.4 D D D A A E A 48.0 50.4 5.0 4.2 D D A A 6.1 0.78 110.0 73.9% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 D 4111 10/19/2005 G:\044673001\Calcs\Synchro\Revisedl0-19future (2008) PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. 31: NE 64th Street & Biscayne Boulevard Timings Future (2008) P.M. Peak Hour Nirvana Phase II Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) Ali -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode niers } -► .- '\ t 2 9 46 11 8 2018 46 1 3T7 Perm Perm Perm pm+pt 4 8 2 1 6 4 8 2 6 4 4 8 8 2 2 1 6 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 21.0 21.0 21.0 21.0 21.0 21.0 8.0 21.0 26.0 26.0 26.0 26.0 72.0 72.0 12.0 84.0 23.6% 23.6% 23.6% 23.6% 65.5% 65.5% 10.9% 76.4% 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 0.0 0.0 0.0 0.0 1.0 1.0 0.0 1.0 Lag Lag Lead Yes Yes Yes None None None None C-Max C-Max None C-Max Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 31: NE 64th Street & Biscayne Boulevard 01 t 02 -10 04 • 10/19/2005 G:10446730011Calcs\Synchro\Revised10.19 Future (2008) PM Peak Hoursy7 Kimley-l-torn and Associates, Inc: 31: NE 64th Street & Biscayne Boulevaiture (2008) P.M. Peak Hour (With additional WBLJT) HCM Signalized Intersection Capacity Analysis Nirvana Phase II ov Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS t l3R S S" .sBR 4 111 i li 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1.00 1.00 1.00 1.00 0.95 1.00 0,95 0.93 1.00 0.89 1.00 0.99 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1730 1770 1656 1770 3521 1770 3534 0.98 0.74 1.00 0.18 1.00 0.05 1.00 1703 1381 1656 341 3521 85 3534 2 9 11 74 13 38 8 2018 71 46 1337 14 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 2 10 12 79 14 40 9 2147 76 49 1422 15 0 11 0 0 36 0 0 1 0 0 0 0 0 13 0 79 18 0 9 2222 0 49 1437 0 Perm Perm Perm pm+pt 4 8 2 1 6. 4 8 2 6 10.0 10.0 10.0 82.8 82.8 91.0 91.0 10.0 10.0 10.0 83.8 83.8 92.0 92.0 0.09 0.09 0.09 0.76 . . 0.76 0.84 ,' .0.84 4.0 4.0 4.0 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 ,3.0 3.0 3.0 155 126 151 260 2682 135 2956 0.01 c0.63 0.01: c0.41 0.01 c0.06 0.03 0.29 0.08 0.63 `: 0.12 0.03 0.83 0.36 0.49 45.8 48.2 45.9 3.2 8.5 16.0 2.5 1.00 1.00 .1.00 0.62 0.38 3.36 0.94 0.2 9.4 0.3 0.2 2.8 1.5 0.5 46.0 57.6 46.3 2.2 .6.0 55.4 2.9 D E D A A E A 46.0 53.0 6.0 4.6 D D A A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization'. Analysis Period (min) c Critical Lane Group 7.3 0.80 110.0 75.5% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service A 12.0 D. • 10/20/2005 G:1044673001\Calcs\SynchrotRevised10-19_Future (2008) PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. 31: NE 64th Street & Biscayne Boulevare iture (2008) P.M. Peak Hour (With additional WBL/T) Timings Nirvana Phase II 4\ Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode f to Cycle Length: 110 Actuated Cycle. Length: 110 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 2 9 74 13 8 2018 46 1337 Perm Perm Perm pm+pt 4 8 2 1 6 4 8 2 6 4 4 8 8 2 2 1 6 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 21.0 21.0 21.0 21.0 21.0 21,0 8.0 21.0 26.0 26.0 26.0 26.0 72.0 72.0 12.0 84.0 23.6% 23.6% 23.6% 23.6% 65.5% 65.5% 10.9% 76.4% 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 0.0 0.0 0.0 0.0 1.0 1.0 0.0 1.0 Lag Lag Lead Yes Yes Yes None None None None C-Max C-Max None C-Max 31: NE 64th Street & Biscayne Boulevard '""111" 04 • 10/20/2005 G:10444673001\Calos\Synchro\Fievised10-19_Future (2008) PM Peak Hour:sy7 Kimley-Hom-and Associates; Inc. 29: NE 63rd Street & Biscayne Boulevard HCM Unsignalized Intersection Capacity Analysis Future (2008) P.M. Peak Hour Nirvana Phase 11 4- Lane Configurations Sign Control Grade Volume (veh/h) 2 Peak Hour Factor 0.95 Hourly flow rate (vph) 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) pX, platoon unblocked 0.91 0.91 0.93 0.91 vC, conflicting volume ` 2629 3729 723 2987 vC1, stage 1 conf vol 1523 1523 2167 vC2, stage 2 conf vol 1107 2206 820 vCu, unblocked vol 2448 3658 621 2841 tC; single (s) 7.5 6.5 6.9 7.5 tC, 2 stage (s) 6.5 5.5 6.5 tF (s) 3.5 . 4.0 3.3 3.5 p0 queue free % 96 75 96 0 cM capacity (veh/h) 57 21 398 32 Stop 0% 5 0.95 5 10 Stop Free Free 0% 0°/a 0% 17 45 4 34 5 2011 75 39 1363 11 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 18 47 4 36 5 2117 79 41 1435 12 4\ 4, 98 148 0.91 0.87 0.93 0.87 3695 1098 1446 2196 2167 1528 3620 965 1402 6.5 6.9 4.1 5.5 4.0 3.3 2.2 2.2 90 84 99 80 44 .222 447 201. 2225 4.1 Volume Total' Volume Left Volume Right cSH 5 5 0 447 Volume to Capacity 0.33 1.46 0.26 0.01 Queue Length 95th (ft) 31 131 24 1 Control Delay (s) 74:9 508.6 36.1 13.1 8 0.0 25 47 40 2 47 0 18 0 36 76 32 155 Lane LOS F F E Approach Delay (s) 74.9 . 292.3 Approach LOS F F 1411 785 41 0 0 41 0 79. 0' 1700 1700 201 0.83 0.46 0.20 0 0 19 0.0 0.0 27.4 D 0.8 r4A. NE 956 490. 0 0 0 12 1700 1700 0.56 0.29 0 0 0.0 0.0 Average Delay Intersection Capacity Utilization Analysis Period (min) 7.5 73.8°l0 15 ICU Level of Service • 10/19/2005 G:\0446730011Calcs\Synchro\Revisedl0-19_Future (2008) PM Peak Hour_sy7 Kimley-Hom and Associates, Inc. • 4: NE 62nd Street & Biscayne Boulevard HCM Signalized Intersection Capacity Analysis Future (2008) P.M. Peak Hour Nirvana Phase I1 '"fr -'► ■--- 7 Lane Configurations ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF 0.95 Adj. Flow (vph) 0 Lane Group Flow (vph) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph). v/s Ratio Prot vls Ratio Perm v/c Ratio Uniform Delay,d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service . . Approach Delay (s) Approach LOS 1900 1900 900 1900 1900 1900 1900 1900 1900 1900 1900 ":1900 4.0 4.0 4.0 4.0 4.0 4.0 1.00 1.00 1.00 0.95 1.00 `::0.95" 1.00 0.93 1.00 1.00 1.00 0.98 0.95 1.00 0.95 1.00 0.95 1.00 1770 1723 1770 3537 1770 3481 0.95 1.00 0.15 1.00 0.09 100 1770 1723 281 3537 165 3481 0 0 " 8 4 4 ;;' . " 96 1996 7 2 " 1244 152 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0 " 0 8 " 4 4 101 ;.2101 : 7 2 1309 " ::10 0 0 8 8 0 101 2108 0 2 1469 0 Perm" " pm+pt Perm, 5 8 2 2.7 2.7 98.3 98.3 27 27.: 99.3 99.3 0.02 0.02 0.90 0.90 4.0 40 30 5.0 3.0 3.0 3.0 3.0 43 42 3233193 c0.00 0.01 c0.60 HCM Average Control Delay, HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization c Critical Lane Group 0.0 0.65 0.00 0.19 0.19 52.6 . `52.6 1.00 1.00 2.1 2.2 54.7 54.8 D D 54.7 0.27 0.31 0.66 2.0 1.3 6.44 0.35 0 3 06 13.2 1.0 B: A HCM Level of Service" 1,10 0 Sum "oflost time (s) 75.0% ICU Level of Service .6 6 89.2 89.2 90.2 90.2 0.82 0.82 5.0 5.0 3.0 3.0 135 2854 0.42 0.01 0.01 0.51 1.8 3,1 0.53 0.79 0.2 0.6 1.1 3.0 A 3.0 • HCM Signalized Intersection Capacity Analysis G:10446730011Calcs\Synchro\Future (2008) PM Peak Hour.sy6 Kimley-Horn and Associates, Inc. kimleylvl7-ff51 • 4: NE 62nd Street & Biscayne Boulevard Timings Future (2008) P.M. Peak Hour Nirvana Phase 11 Lane Configurations Volume ,(vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Splits) Total Split (s) Total Split (%) Yellow Time (s) All -Red .Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode None None 8" Perm 4 96 1996 pm+pt 8. 5 2 "1" 2 1244 Perm 8 5 2 6 6 4.0 4.0 4.0 4.0 4.0 4.0 21.0 21.0 8.0 21.0 21,0 21.0 24.0 24.0 13.0 86.0 73.0 73.0 22%0 22% 12% 78% 66% 66°l0 4.0 4.0 3.0 4.0 4.0 4.0 0,0 0 0 `'0.0 1.0 1.0 1.0 Lead Lag Lag Yes Yes Yes None Coord Coord Coord Cycle Length: 110 Actuated Cycle Length 110 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 4: NE 62nd Street & Biscayne Boulevard Timings G:10446730011Calcs\Synchr-o\Future (2008) PM Peak Hour.sy6 kimleylvi7-ff51 Kim ley -Horn and Associates, Inc. 6: NE 61 st Street & Biscayne Boulevard HCM Signalized Intersection Capacity Analysis Future (2008) P.M. Peak Hour Nirvana Phase 11 i Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit. Protected Satd. Flow (prot) Fit Permitted Satd Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vp).. Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases . . Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) vls Ratio Prot v/s Ratio Perm vlc Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS gibr 1900 1900 1900 4.0 4.0 1.00. :.` 1.00 1.00 0.88 0.95 1.00 1770 1638 0.95 1.00 1770 1638 1900 4.0 1.00 1.00 0.95 1770 0.95 1770 140 15 63 27 0 0.95 0.95 0.95 0.95 0.95 147 16 66 28 , 147 82 0 Split 4 4 10.0 11.0 0.10 5.0, 3.0 177 c0.08 ...... ............ 10.0 11.0 0.10 5.0 3.0 164 0.05 0.83 0.50 48.6 46.9 1.00 1.00 26.8 2.4 75.4 49.3 E <D 66.1 HCM Average Control: Delay', HCM Volume to Capacity ratio Actuated Cycle; Length (s) Intersection Capacity Utilization c Critical Lane,Group 15.1 0.84 110.0 80.7% 1900 1900 ';1900 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 26 {l 0.95 0.95 0.95 0 27 ; 0 .' 2140 28 0 27 0 2140 Prot custom 3 2 4.2 5.2 0.05 5.0 3.0 84 0.02 0.33 50.7. 1.00 2.3 53.1 53.4 3 4.2 5.2. 0.05 5.0 3.0 75 c0.02 0.36 50.8 1.00 2.9 53.7 D HCM Level of Service Sum of lost time (s) ICU Level of Service • HCM Signalized intersection Capacity Analysis G:10446730011Calcs\Synchro\Future (2008) PM Peak Hour:sy6 kimleylvl7-ff51 ft 1900 1900 1900 1:900 4.0 4.0 4.0 4.0 0.95 . 1.00 1.00 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.95 1.00 3539 1583 1770 3539 1.00 1.00 .: ;0.95 1.00 3539 1583 1770 3539 2033 ` , 8 15 . 1268 0 0.95 0.95 0.95 0.95 8 16 1335 0 8 16 1335 0 Perm' Prot 1 2 75.0 75.0 2.8 80.8 76.0 76.0 1.8 81.8 0.69 0.69 0.02 0.74 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 2445 1094 29 2632 c0.60 0.01 c0.38 0.01 0.88 0.01 0.55 13.3 5.3 53.7. 0.89 0.73 1.15 3.9 0.0 18.6 15.7 3.8 80.3 B A F 15.7 B 16.0 0.51 5.8 0.40 0.6 3.0 A 3.9 Kirrtley-Horn and Associates, Inc. 6: NE 61st Street & Biscayne Boulevard Timings Future (2008) P.M. Peak Hour Nirvana Phase II Lane Configurations Volume (vph) Turn Type Protected. Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag 140 15 27 26 Split Prot custom 4 4 3 4 4 3 3 2 2 1 6 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 21.0 21.0 <'9.0 9.0 21.0 . .'; 21.0 8.0 21.0 15.0 15.0 12.0 12.0 73.0 73.0 10.0 83.0 14% 14% 11%. 11 % 66% . 66% 9% . 75% 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 l`.0 1`0 10 1.0 1 0:1.0 ? 0.0 i 1.0 Lag Lag Lead Lead Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes .. Yes Yes Yes Yes, Recall Mode None None None None Coord Coord None Coord Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 6: NE 61st Street & Biscayne Boulevard 01 ' 03 • Timings G l044673001\Cafes\Synchro\Future (2008) PM Peak H©ur.sy6 Kimley-Horn and Associates, inc. kimleylvM7-ff51 • • 14: NE 54th Street & Biscayne Boulevard HCM Signalized Intersection Capacity Analysis Future (2008) P.M. Peak Hour Nirvana Phase II Lane Configurations 4\ Pf ++ +ft+ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 4, Total Lost time (s) Lane Util. Factor Frt 4.0 4.0 4.0 4.0 4.0 0.97 0.91 1.00 0.95 0.91 1.00 0.85 1.00 1.00 0.98 Fit Protected 0.95 1.00 0_95 1,00 1.00 Satd, Flow (prot) 3433 1441 1770 3539 4997 Fit Permitted - 0,95 1.00 0.17 1..00 1.00 Satd. Flow (perm) 3433 1441 325 3539 4997 Volurna(vpfly . 314' 74 , 119 1687 1058 139 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj.:Flow ; 331 78 125 1776 -2 1114 146 Lane Group Flow (vph) 331 78 125 1776 1260 0 TurnTypePerrnpmpt Protected Phases 4 5 2 Permitted' Phases.,4 2 Actuated Green, G (s) 15.6 15.6 84.4 Effective -Green,: 166 285.4, Actuated g/C Ratio 0.15 0.15 0.78 Clearance Tirne (s) 50 50 5,0 Vehicle Extension (s) 3.0 3.0 3.0 84.4 71.9 85 4 72.9 0.78 0.66 50 50 3.0 3.0 v/s Ratio Prot c0.10 0.03 c0.50 0.25 vls Ratio. Perm..,' '..,, 005,' '' 0.24 v/c Ratio 0.64 0.36 0.34 0.65 0.38 Urilform.pOlay;,c1f. 9 '41'.9 ' 41 ' ,5.5:..,, 8.4-- - . . , . ... . ...... Progression Factor 1.00 1.00 1.00 1.00 0.95 illorarllefitet,Pelalid22'::::: '-6::::::::'2,.,1:,.:0,::',.. ,.06, s: ,'1,2 Delay (s) 46.5 42.9 4.6 6.7 Level.of:SerVipe' ' EY. D :: A Approach Delay (s) 45.8 ApprOaoh,LPS'. A 6.6 8.2 A 8.2 IwznStMlit'ik'l-Matr-oratViititilEWWW-44041094111MAIt HCM,AvprOge'Control2Delay : 116' HCM Volume to Capacity ratio 0.65 Actuated Cycle Lertgth (s) 1100 Intersection Capacity Utilization 66.0% c Critical,Lane:Group'. Sum of lost time (s) ICU Level of Service HCM Signalized Intersection Capacity Analysis GA044673001\Calcs\Synchro\Future (2008) PM Peak Hour.sy6 kimleylv17-ff51 Kimley-Horn and Associates, Inc. • 14: NE 54th Street & Biscayne Boulevard Timings Future (2008) P.M. Peak Hour Nirvana Phase II t Lane Configurations Volume (vph) Turn Type Protected ! Phases Permitted Phases Detector. Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) Ail -Red Time (s) Lead/Lag Lead Lag Optimize? ...... Recall Mode V 314 74 . ,;:119 1687 1058 Perm pm+pt 4 5 2 6 4 2 4 4 5 2 6 4.0 4.0 4.0 4.0 4.0 21_0 21.0 9_0 21.0 21.0 29,0 29.0 15.0 81.0 66.0 60% 4.0 1.0 Lag Yes Yes None None None Coord Coord 41 1'fl 26% 26% '"14% 74% 4.0 4.0 4.0 4.0 1 0 1.0 1.0 1.0 Lead Cycle Length: 110 Actuated Cycle', Length: 110 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural,Cycle 60 Control Type: Actuated -Coordinated Splits and Phases: 14: NE 54th Street & Biscayne Boulevard um Timings G:t044673001\Calcs\Synchro\Future (2008) PM Peak Hour.sy6 kimleylvl7-ff51 Kimley-Horn and Associates, Inc. 2: NE 62nd Street & NE 2nd Avenue HCM Signalized Intersection Capacity Analysis Future (2008) P.M. Peak Hour Nirvana Phase II eve ane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util.Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 0 Peak -hour factor, PHF 0.94 Adj. Flow (vph) 0 Lane Group Flow (vph) 0 Turn Type Protected Phases Permitted . Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) vls Ratio Prot v!s Ratio Perm v/c Ratio UniformDelay,'d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS 1900 custom 7 4 HCM Average:; Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization c : Critical Lane Group rr 1900 1900 4.0 0.88 0.85 1.00 2787 1.00 2787 11 ft 900 1900 1900 4.0 4.0 1.00 0.95 1.00 0.88 0.95 1.00 1770 3107 0.95 1.00 1770 3107 0 51 0 84 25'.. 0.94 0.94 0.94 0.94 0.94 0 54 0 89 27 0 54 0 89 145 custom custom pm+pt 3 8 4 4 8 8 48.9 58.2 58.2 49.9 59.2 59,2 0.48 0.56 0.56 5.0 3.0 5.0 3.0 3.0 3.0 1324 998 1752 c0.00 0.05 0.05 0.09 0.08 10.5 10.5 1.00 1.00 00 01 10.6 10.6 14.8 10.6 002. 0.04 14.7 1.00 0.1 14.8 B 32.0 0.32 105.0" 41.9% 1900. , : 1900 4.0 1.00 1.00 0.95 1770 0.13 243 111 :; 71 0.94 0.94 118 76 :! 0 76 HCM Level of Service Sum of lost time (s) ICU Level of Service pm+pt 5 2 36.8 30.9 37.8 : 31.9 0.36 0.30 3.0 5.0 3.0 3.0 176 1064 c0.03 0.17 0.13 0.43 24.8 1.00 1.7 26.5 C 0.57 30.8 1.00 31.5 G: 30.9, 12.0 A ft +I 1900 900 1900 1900 4.0 4.0 4.0 0.95 1.00 0.95 0.99 1.00 0.97 1.00 0.95 .'::1.00 3503 1770 3417 1.00 0.31 1.00 3503 574 3417 530 39 ;22 ?, 524 0.94 0.94 0.94 0.94 564 41 23 557 605 0 23 723 pm+pt 1 6 29.6 26.7 29.6 " 27.7 0.28 0.26 30 5.0 3.0 3.0 183 901 0.00 c0.21 0.03 . . 0.13 0.80 277 36.1 1.00 1.00 0.3 5.2 28.0 41.3 C ` D 40.9 HCM Signalized Intersection Capacity Analysis G:\044673001\Calcs\Synchro\Future (2008) PM Peak Hour.sy6 kimleylvI7-ff51 Kimley-Horn and Associates, Inc. 2: NE 62nd Street & NE 2nd Avenue HCM Signalized intersection Capacity Analysis Future (2008) P.M. Peak Hour Nirvana Phase II La+ tConfigurations Ideal Flow (vphpl) Total Lost time (s) Lane Uhl. Factor Frt Fit Protected Satd. Flow (prot Flt? Permitted Satd. Flow (perm) 1900 1900 Volume (vph) 156 0 Peak -hour factor, PHF 0.94 0.94 Adj. Flow (vph) 166 0 Lane Group Flow (vph) 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green. g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) vls Ratio Prot vls Ratio Perm v/c Ratio Uniform Delay; Progression Factor Incremental Delay. tt2 Delay (s) Level of Service Approach Delay (s) Approach LOS 0.0 NOPAA e Vie, HCM Signalized Intersection Capacity Analysis G 10446730011Calcs\SynchrolFuture (2008) PM Peak Hour.sy6 kimleylvl7-ff51 Kimley-Horn and Associates, Inc. • 2: NE 62nd Street & NE 2nd Avenue Timings Future (2008) P.M. Peak Hour Nirvana Phase ll Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize?. Recall Mode 51 84 25 `,.71: custom pm+pt pm+pt 3 8 5 2 8 8 2 4 3 8 5.' 2 1 6: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 21.0 , :31,0 21.0 9_0 :21.0 9,0 21.0 9.0 33.0 13.0 33.0 13.0 46.0 13.0 46.0 13.0 31% 12% 31% 12% 44% 12% 44% 12% 4.0 3.0 4.0 3.0 4.0 3.0 4.0 3.0 1.0 0.0 ``1.0 0.0 1.0 0.0 1,0 '0,0 Lag Lead Lag Lead Lag Lead Lag Lead Yes . Yes Yes Yes Yes Yes Yes ` Yesi Coord None Coord None Min None Min None +1 530 22 524 pm+pt 6 Cycle Length: 105 Actuated Cycle Length 105 Offset: 59 (56%), Referenced to phase 4:EBL and 8:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated -Coordinated Splits and Phases: 2: NE 62nd Street & NE 2nd Avenue 1111, Timings G:1044673001\Calcs\Synchro\Future (2008) PM Peak Hour.sy6 kimleylvl7-ff51 6 Kimley-Horn and Associates, lnc.