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HomeMy WebLinkAboutAppendix E0 APPENDIX E: Existing Conditions (2005) SYNCHRO 6.0 Outputs • • • • Miami -Dade County Public Works Department Existing Timing Plans o • • 3877.txt INTERSECTION STATUS REPORT FOR 3877 us 1 & NE 64 ST PAGE 1 SECTION 36 TOD PATTERN 1 EARLY YIELD 0 CONTR STAT CONTR OPER SA CURRENT 1 2 NSW F 35 10 OFFSET TRUE OFFSET DESIRED TS 4 LINE # SECTION C.L. SENDING SKIP 42 42 10 90 NO INTERVAL DURATIONS SUM = 90 3 4 5 6 Y R EWW F 4 1 7 12 A A B B SKIPS: S = NO SBLT ENTER THE CONTROLLER #, PAGE # (1-8), OR / (TO 7 8 9 10 G Y SL Y 3 4 11 3 B C 3877 US 1 & NE 64 ST TIMING TIME PT OFF NSW F Y R EWW F G Y MIN: 10 10 12 1 0 22 52 36 10 4 1 7 12 1 315 24 60 28 10 4 1 7 12 1 345 22 52 36 10 4 1 7 500 10 22 36 10 4 1 7 600 2 81 51 10 4 1 7 700 6 28 55 10 4 1 7 900 1 42 35 10 4 1 7 1200 4 61 36 10 4 1 7 1330 1 42 35 10 4 1 7 12 1 12 1 12 1 12 3 12 3 12 1 12 3 1545 5 8 57 10 4 1 7 12 3 1900 3 39 35 10 4 1 7 12 3 2000 1 42 35 10 4 1 7 12 3 2200 10 22 36 10 4 1 7 12 1 ENTER NEXT PAGE # (1 DIGIT), DAY MIN AOG 45 20 BOG 22 20 COG 11 5 DOG 0 0 STOP) FOR DAY # 3 (SECTION SL Y 5 4 0 0 4 5 3 4 0 0 4 0 0 4 0 0 4 11 3 4 11 3 4 7 3 4 11 3 4 9 3 4 11 3 4 11 3 4 0 0 # (2 DIGIT,99=HELP) 36) S Y M CYC PAGE 4 3 6 75LATE NIG 7 75RECALL T 3 6 75LATE NIG 3 75NITE 3 90PRE AM P 110AM PEAK 90AVERAGE 85MID-DAY 90AVERAGE 110PM PEAK 90POST PM 90AVERAGE 3 75NITE OR ASSET # (4 DIGIT) Page 1 • • e 2113.txt INTERSECTION STATUS REPORT FOR 2113 US 1 & NE 71 ST PAGE 1 MIN SECTION 36 OFFSET TRUE 80 AOG 62 54 TOD PATTERN 1 OFFSET DESIRED 80 BOG 20 7 EARLY YIELD 0 TS 6 LINE # 10 COG 0 0 CONTR STAT SECTION C.L. 90 DOG 0 0 CONTR OPER SA SENDING SKIP NO CURRENT INTERVAL DURATIONS -- SUM = 90 1 2 3 4 5 NSG G Y EWP Y 37 25 4 20 4 A A 8 SKIPS: NONE ENTER THE CONTROLLER #, PAGE # (1-8), OR / (TO STOP) 2113 US 1 & NE 71 ST TIMING FOR DAY # 3 (SECTION 36) PAGE 4 TIME PT OFF NSG G Y EWP Y S Y M CYC MIN: 17 7 0 22 47 35 25 4 16 4 6 84LATE NIG 315 24 47 30 25 4 16 4 7 79RECALL T 345 22 47 35 25 4 16 4 6 84LATE NIG 500 10 51 26 25 4 16 4 75NITE 600 2 39 45 17 4 20 4 90PRE AM P 700 6 84 57 25 4 20 4 110AM PEAK 900 1 80 37 25 4 20 4 90AVERAGE 1200 4 11 34 25 4 18 4 85M1D-DAY 1330 1 80 37 25 4 20 4 90AVERAGE 1545 5 46 57 25 4 20 4 110PM PEAK 1900 3 60 37 25 4 20 4 90POST PM 2000 1 80 37 25 4 20 4 90AVERAGE 2200 10 51 26 25 4 16 4 75NITE ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET # (4 DIGIT) Page 1 • a • 2103.txt INTERSECTION STATUS REPORT FOR 2103 US 1 & NE 54 ST PAGE 1 MIN SECTION 36 OFFSET TRUE 31 AOG 44 18 TOD PATTERN 1 OFFSET DESIRED 31 BOG 7 5 EARLY YIELD 0 TS 1 LINE # 10 COG 24 24 CONTR STAT SECTION C.L. 90 DOG 0 0 CONTR OPER NA SENDING SKIP NO CURRENT INTERVAL DURATIONS -- SUM = 90 1 2 3 4 5 6 7 8 9 10 11 12 NSG G Y R NL Y R EW F G Y R 43 1 4 1 7 4 1 7 16 1 4 1 A A 8 C C C SKIPS: NONE ENTER THE CONTROLLER #, PAGE # (1-8), OR / (TO STOP) 2103 US 1 & NE 54 ST TIMING FOR DAY # 3 (SECTION 36) PAGE 4 TIME PT OFF NSG G Y R NL Y R EW F G Y R S Y M CYC MIN: 17 5 16 1 0 22 23 29 1 4 1 6 4 1 7 16 1 4 1 75LATE NIG 315 24 23 49 1 4 1 6 4 1 7 16 1 4 1 7 95RECALL T 345 22 23 29 1 4 1 6 4 1 7 16 1 4 1 75LATE NIG 500 10 23 29 1 4 1 6 4 1 7 16 1 4 1 75N1TE 600 2 73 45 1 4 1 5 4 1 7 16 1 4 1 90PRE AM P 700 6 104 63 1 4 1 7 4 1 7 16 1 4 1 110AM PEAK 900 1 31 43 1 4 1 7 4 1 7 16 1 4 1 90AVERAGE 1200 4 57 37 1 4 1 8 4 1 7 16 1 4 1 85M1D--DAY 1330 1 31 43 1 4 1 7 4 1 7 16 1 4 1 90AVERAGE 1545 5 44 60 1 4 1 10 4 1 7 16 1 4 1 110PM PEAK 1900 3 19 43 1 4 1 7 4 1 7 16 1 4 1 90POST PM 2000 1 31 43 1 4 1 7 4 1 7 16 1 4 1 90AVERAGE 2200 10 23 29 1 4 1 6 4 1 7 16 1 4 1 75N1TE ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET # (4 DIGIT) Page 1 i • • 4777,txt INTERSECTION STATUS REPORT FOR 4777 US 1 & NE 62 ST PAGE 1 MIN SECTION 36 OFFSET TRUE 2 AOG 47 16 TOD PATTERN 1 OFFSET DESIRED 2 BOG 7 7 EARLY YIELD 0 TS 7 LINE # 11 COG 5 5 CONTR STAT 8 SECTION C.L. 90 DOG 0 0 CONTR OPER SA SENDING SKIP NO CURRENT INTERVAL DURATIONS -- SUM = 90 1 2 3 4 5 6 7 8 9 10 NSG G Y R XW F WG Y NL Y 46 1 4 1 7 12 7 4 5 3 A A B C SKIPS: NONE MASTER COMMUNICATIONS DROP AT LOCATION # 2109 ENTER THE CONTROLLER #, PAGE # (1-8), OR / (TO STOP) 4777 US 1 & NE 62 ST TIMING FOR DAY # 3 (SECTION 36) PAGE 4 TIME PT OFF NSG G Y R XW F WG Y NL Y S Y M CYC MIN: 15 12 7 5 0 22 50 31 1 4 1 7 12 7 4 5 3 6 75LATE NIG 315 24 50 31 1 4 1 7 12 7 4 5 3 7 75RECALL T 345 22 50 31 1 4 1 7 12 7 4 5 3 6 75LATE NIG 500 10 50 31 1 4 1 7 12 7 4 5 3 8 75N1TE 600 2 10 46 1 4 1 7 12 7 4 5 3 8 90PRE AM P 700 6 39 66 1 4 1 7 12 7 4 5 3 8 110AM PEAK 900 1 2 46 1 4 1 7 12 7 4 5 3 8 90AVERAGE 1200 4 30 41 1 4 1 7 12 7 4 5 3 8 85M1D-DAY 1330 1 2 46 1 4 1 7 12 7 4 5 3 8 90AVERAGE 1545 5 14 48 1 4 1 7 12 20 4 10 3 8 110PM PEAK 1900 3 84 46 1 4 1 7 12 7 4 5 3 8 90POST PM 2000 1 2 46 1 4 1 7 12 7 4 5 3 8 90AVERAGE 2200 10 50 31 1 4 1 7 12 7 4 5 3 8 75NITE ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET # (4 DIGIT) Page 1 • • • INTERSECTION STATUS REPORT FOR 2110 NE 2 AV & 62 ST SECTION 130 TOD PATTERN 5 EARLY YIELD 0 CONTR STAT CONTR OPER SA OFFSET TRUE 12 OFFSET DESIRED 12 TS 2 LINE # 155 SECTION C.L. 90 SENDING SKIP NO CURRENT INTERVAL DURATIONS --- SUM = 90 1 2 NSG G 31 1 3 Y 4 4 R 1 5 EWL 10 A A SKIPS: NONE ENTER THE CONTROLLER 2110 NE 2 AV & 62 ST TIME PT OFF NSG G Y MIN: 15 0 30 315 345 530 600 700 800 900 1330 1530 1800 2300 9 0 20 1 19 0 16 1 24 0 19 1 19 0 16 1 9 0 20 1 5 12 31 1 16 1 40 1 10 1 40 1 5 12 31 1 2 12 31 1 7 10240 1 5 12 31 1 9 0 20 1 ENTER NEXT PAGE # 4 4 4 4 4 4 4 4 4 (1 6 7 8 9 10 Y EWP G Y R 3 19 3 4 1 C C 2110.txt MIN AOG 32 16 BOG 10 5 COG 22 20 DOG 10 5 11 12 NSL Y 10 3 0 #, PAGE # (1-8), OR / (TO STOP) R EWL 5 1 5 1 5 1 5 1 5 1 5 1 10 1 10 1 10 1 10 1 10 if 10 1 10 1 5 TIMING FOR DAY # 10 Y EWP G Y R NSL Y 1 5 3 19 1 4 1 5 3 3 19 1 4 1 5 3 3 19 1 4 1 5 3 3 19 1 4 1 5 3 3 19 1 4 1 5 3 3 19 3 4 1 10 3 3 19 9 4 1 10 3 3 19 9 4 1 10 3 3 19 3 4 1 10 3 3 19 3 4 1 10 3 3/19 9 4 1110 31 3 19 3 4 1 10 3 3 19 1 4 1 5 3 (SECTION 130) S Y M CYC DIGIT), DAY # (2 DIGIT,99=HELP) PAGE 1 PAGE 4 7 67NITE 0/4 7 63LATE NIG 7 66RECALL T 7 63LATE NIG 7 67NITE 0/4 90AVG M2 105AM PEAK 105AM PEAK 90AVG M2 90AVG M2 105PM PEAK 90AVG M2 7 67NITE 0/4 OR ASSET # (4 DIGIT) Page 1 • • • 2109.txt INTERSECTION STATUS REPORT FOR 2109 US 1 & NE 61 ST PAGE 1 SECTION 36 TOD PATTERN 1 EARLY YIELD 0 CONTR STAT 8 CONTR OPER SA OFFSET TRUE OFFSET DESIRED TS 6 LINE # SECTION C.L. SENDING SKIP 17 17 11 90 NO CURRENT INTERVAL DURATIONS -- SUM = 90 1 2 3 4 5 6 7 8 9 10 NSG G Y R XW F EG Y R WG 24 1 4 1 7 13 10 4 1 10 11 Y 4 12 R 1 MIN AOG 25 17 BOG 10 7 COG 10 7 DOG 7 5 13 14 SL Y 7 3 A A B C D SKIPS: NONE SLAVE COMMUNICATIONS DROP AT LOCATION # 4777 ENTER THE CONTROLLER #, PAGE # (1-8), OR / (TO STOP) 2109 US 1 & NE 61 ST TIMING FOR DAY # 3 (SECTION TIME PT OFF NSG G Y R XW F EG Y R WG Y R SL Y MIN: 16 13 7 7 5 0 22 50 19 1 4 1 7 13 7 4 1 7 4 1 5 3 315 24 50 26 1 4 1 7 13 10 4 1 7 4 1 7 3 345 22 50 19 1 4 1 7 13 7 4 1 7 4 1 5 3 500 10 50 19 1 4 1 7 13 7 4 1 9 4 1 5 3 600 2 10 27 1 4 1 7 13 10 4 1 7 4 1 7 3 700 6 69 44 1 4 1 7 13 10 4 1 10 4 1 7 3 900 1 17 24 1 4 1 7 13 10 4 1 10 4 1 7 3 1200 4 30 20 1. 4 1 7 13 12 4 1 7 4 1 7 3 1330 1 17 24 1 4 1 7 13 10 4 1 10 4 1 7 3 1545 5 15 47 1 4 1 7 13 10 4 1 7 4 1 7 3 1900 3 3 2 7 1 4 1 7 13 10 4 1 7 4 1 7 3 2000 1 17 24 1 4 1 7 13 10 4 1 10 4 1 7 3 2200 10 50 19 1 4 1 7 13 7 4 1 9 4 1 5 3 ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR 36) S Y M 6 7 6 7 8 8 8 8 8 8 8 8 7 ASSET # (4 Page 1 PAGE 4 CYC 77LATE NIG 89RECALL T 77LATE NIG 79NITE 90PRE AM P 110AM PEAK 90AVERAGE 85M1D-DAY 90AVERAGE 110PM PEAK 90POST PM 90AVERAGE 79NITE DIGIT) • • • 2005 P.M. Peak Hour Existing Timings 9: NE 71st Street & Biscayne Boulevard HCM Signalized Intersection Capacity Analysis Existing (2005) P.M. Peak Hour Nirvana Phase tt 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 Perm vlc Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service ApproachDelay (s) Approach LOS 1900 1900 4,0 4.0 1.00 1.00 1.00 0.86 0.95 1.00 1770 1605 0.74 1.00 1385 1605 76 3 0.96 0.96 79 3 0 33 79 6 Perm 4 4 10.0 10.0 10.0 10.0 0.09 : ; 0.09: 4.0 4.0 3.0 3.0':. 126 146 0.00 c0.06 0.63 0.04: 48.2 45.6 1.01 1.00 9.4 0.1 57.6 45.8 E D. 53.7 D 1900 ,- 4 1900 35 : 6 0.96 0.96 36 6 0 0 0 0 Perm 8 41* 1900 4.0 1.00 0.94 0.99 1730 0.93 1628 6 0.96 6 8 13 8 10.0 10.0 0.09 4.0 3.0 148 1900 9 0.96 9 0 0 15 1900 4.0 1.00 1.00 0.95 1770 0.17 318 12 0.96 12 0 12 Perm 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 1788. 0.96 1862 0 1863 2 2 92.0 92.0 92.0 92.0 0.84 0.84 4.0 4.0 3.0 3.0 266 2960 c0.53. 0.01 0.04 0.09 0.05 0.63 45.8 1.5 3.1 1.00 0.45 0.28 0.3 0.2 0.7 46.1 0.9 1.6 D A A 46.1 1.6 D. A 1900 1 0.96 1 0 0 1900 4.0 1.00 1.00 0.95 1770 0.10 180 4 0.96 4 'ft 1900 4.0 0,95 0.99 1.00 3511 1.00 3511 1289 . 71 0.96 0.96 1343 74 0 2 0 4 1415 0 Perm 6 92.0 92.0 0.84 4.0 3.0 151 0.02 0.03. 1.5 1.00 0.3 1.8 A 6 92.0 92.0 0.84 4.0 3.0 2936 0.40 0.48 2.5 1.00 0.6 3.0 A 3.0 A 1900 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity. Utilization Analysis Period (min) c Critical Lane Group 4.3 HCM Level of Service 0.63 110.0 Sum of lost time (s) 67.0% 15 ICU Level of Service A 8.0 C 6/14/2005 G:i044673001\Calcs\SynchrolExisting PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. • • 9: NE 71 st Street & Biscayne Boulevard Timings Existing (2005) P.M. Peak Hour Nirvana Phase Il 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 4 ft 76 3 6 6 12 1788 4 1289 Perm Perm Perm Perm 4 8 2 6 4 8 2 6 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 21.8% 21.8% 21.8%.21.8%.78.2% 78,2% 78.2% 78,2% 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 C-Max C-Max C-Max 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: 60 Control Type: Actuated -Coordinated Splits and Phases: 9: NE 71st Street & Biscayne Boulevard t 02 06 04 08 6/14/2005 G:10446730011Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. • 31: NE 64th Street & Biscayne Boulevard HCM Signalized intersection Capacity Analysis Existing (2005) P.M. Peak Hour Nirvana Phase II ovt?ent I ` 4- 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 Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS c n 1900 2 0.92 2 0 0 Perm HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) intersection Capacity Utilization Analysis Period (min) c : Critical Lane Group 1900 4.0 1.00 0.90 0.99 1675 0.95 1607 3 0.92 3 11 6 4 4.8 4.8 0.04 4.0 3.0 70 0.00 0.08 50.5 1.0i3..: 0.5 51.0 D 51.0 D 1900 1900 4.0 1.00 1.00 0.95 1770 0.83 1552 11 18 0.92 0.92 12 20 0 0 0 20 Perm 3.2 0.70 110.0 65.9°!0 15 8 4.8 4.8 0.04 4.0 3.0 68 c0.01 0.29 51.0 1.00 2.4 53.4'. D 1900 4.0 1.00 0.89 1,00 1660 1.00 1660 8 0.92 9 23 10 8 4.8 4.8 0.04 4.0 3.0 72 0.01. 0.14 50.6 1.00 0.9 51.5 D 52.2 D 1900 1900 4.0 1.00 1.00 0.95 1770 0.19 359 22 8 0.92 0.92 24 9 0 0 0 9 Perm 2 90.8 91.8 0.83 5.0 3.0 300 0.03 0.03 1.5 0.67 0.2 1.2 A HCM Level of Service Sum of lost time (s) ICU Level of Service 1900 4.0 0.95 1.00 1.00 3533 1.00 3533 1932 0.92 2100 0 2123 1900 1900 4.0 1.00 1.00 0.95 1770 0.06 117 21 19 0.92 0.92 23 21 0 0 0 21 pm+pt 2 1 6 6 90.8 96.2 96.2 91.8 97.2 97.2 0.83 0.88' .. 0.88 5.0 3.0 5.0 3.0 3.0 3.0 2948 124 3123 c0.60 0.00 c0.39 :. 0.15 0.17 0.45 5.4 1.2 1` 10 0.98 0.6 0.4 6.5 1.6 A A 1.7 A 0.72 3.8 0.35 1.4 2.7 A 2.7 A A 12.0 C 1900 1900 4.0 0.95 1.00 1.00 3534 1.00 3534 1271 13 0.92 0.92 1382 14 0 0 1396 0 • 6/14/2005 G:t0446730011Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. • • and 6:SBTL, Start of Green 31: NE 64th Street & Biscayne Boulevard 31: NE 64th Street & Biscayne Boulevard Timings Existing (2005) 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) Ail -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode 2 �3 18 8 8 1 32 19 1271 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:NBT Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: m1 1 m2 6/14/2005 G:10446730011Calcs\Synchro!Existing PM Peak Hour.sy7 Kimsey -Horn and Associates, Inc. 29: NE 63rd Street & Biscayne Boulevard HCM Unsignalized Intersection Capacity Analysis t Lane Configurations Sign Control Stop Grade 0% Volume (veh/h) 2 1 Peak Hour Factor 0.95 0.95 Hourly flow rate (vph) 2 1 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) 98 148 pX, platoon unblocked 0.91 0.91 0.92 0.91 0.91 0.87 0.92 0.87 vC, conflicting volume 2432 .3431 684 2750 3422 1008 1367 2017 vC1, stage 1 conf vol 1404 1404 2013 2013 vC2; stage 2 conf vol 1028 2027 737 1409 vCu, unblocked vol 2216 3317 571 2566 3307 857 1313 tC, single (s) `. 7.5 6.5. 6.9 7,5 6.5 6.9 4,1 tC, 2 stage (s) 6.5 5,5 6.5 5.5 tF (s) 3.5 4,0 : 3,3 3,5 4,0 3,3.. 2.2 2.2 p0 queue free % 97 98 96 61 96 91 99 91 cM capacity (veh/h) 83 : 46 427 43 56 261 481 241 Existing (2005) P.M. Peak Hour Nirvana Phase ll Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS t +I ati Stop Free Free 0% 0% 0% 16 16 2 22 5 1888 28 20 1288 11 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 17 17 2 23 5 1987 29 21 1356 12 20 17 25 5 1325 692 2 17 0 5 0 0 17 0 23 0 0 29 227 43 200 481 1700 1700 0.09 0.39 .' ` 0.13 0.01 0.78 0.41 7 34 11 1 0 0 22.4 '.134.7 . ` 25.6 12.6 0.0 0.0 C F D B 22.4 ;'.69.2 0.0 C F Average Delay Intersection Capacity Utilization Analysis Period (min) 1,1 64.9% 15 21 : 904: 464 21 0 0 0 0 12 241 1700 1700 0.09 `' 0.53 0.27: 7 0 0 21.3 0.0'.: 0.0 C 0,3 va; CU Leverof Service. 2019 4,1. • 6/14/2005 G:1044673001\Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. 4: NE 62nd Street & Biscayne Boulevard HCM Signalized intersection Capacity Analysis Existing (2005) P.M. Peak Hour Nirvana Phase II Covert if Lane Configurations Ideal Flow (vphpl) 1900 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 Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS I 7 4, 41 NI 1900 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 1.00 1.00 1.00 0.95 1.00 0.93 1.00 1.00 0.95 1.00 0.95 1.00 1770 1723 1770 3537 0.95 1.00 0.18 1.00 1770 1723 333 3537 0 0 0 8 4 4 78 1811 7 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0 0 0 8 4 4 82 1906 7 0 0 0 0 4 0 0 0 0 0 0 0 8 4 0 82 1913 0 Perm pm+pt 8 5 2 6 8 2 6 2.7 2.7 98.3 98,3 90.8 90.8 2.7 2.7 99.3 99,3 91.8 91.8 0.02 0.02. 0.90... 0,90 0.83 0.83 4.0 4.0 3.0 5.0 5.0 5.0 3.0 3.0 3.0 3.0 3.0 3.0 43 42 346 3193 173 2912 0.00 0.01 c0.54 0.38 c0.00 0.21 0.19 .0.10. . 0.24 0.60 :. 52.6 52.5 1.3 1.1 1.00 1.00 0.38 0.17 2.1 1.0 0.2 0.5 54.7 53.5 0.7 0.7 D D A A 0.0 54.1 0.7. A D A 1900 4.0 1.00 1.00 0.95 1770 0.11 207 2 0.95 2 0 2 Perm 1900 1900 4.0 0.95 0.99 1.00 3489 1.00 3489 1151 122 0.95 0.95 1212 128 3 0 1337 0 0.01 0.01 0.46 1.5 2.4 0.44 0.61 0.1 0.5 0.8 .2.0 A A 2.0 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane .Group 1.5 0.59 110.0 67.0% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service.. 8.0 ID6/14/2005 G:10446730011Calcs\SynchrolExisting PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. • 4: NE 62nd Street & Biscayne Boulevard Timings Existing (2005) P.M. Peak Hour Nirvana Phase II Lane Configurations Volume (vph) Turn Type Protected Phases 8 Perm 4 78 pm+pt 8 5 1T 1 811 2 1151 Perm 2 6 Permitted Phases 8 2 6 Detector Phases 8 8 5 2 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0. 8.0 21.0 21.0 21.0 Total Split (s) 24.0 24.0 13.0 86.0 73.0 73.0 Total Split (%) 21.8°/0 21.8% 11.8°/0 78.2% 66.4% 66.4% Yellow Time (s) 4.0 4.0 3.0 4.0 4.0 4.0 All -Red Time (s) 0.0 0.0 0.0 1.0 1.0 1.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max ^, r' kF# � rr ^cas� �✓r ^�c�. Mc�. v> - �.. n. �.r: r .?^c2 r', i, Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 4: NE 62nd Street & Biscayne Boulevard t 02 05 6 1 1- le 6/14/2005 G:10446730011Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. 6: NE 61 st Street & Biscayne Boulevard HCM Signalized Intersection Capacity Analysis Existing (2005) P.M. Peak Hour Nirvana Phase II f 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 (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) 9.3 Effective Green, g (s) 10.3 Actuated g/C Ratio 0.09 Clearance Time (s) 5.0 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 166 v/s Ratio Prot c0.05 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 HCM Average Control Delay HCM Volume to Capacity ratio :. Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 1900 4.0 1.00 1.00 0.95 1770 0.95 1770 92 0.95 97 0 97 Split 4 0.58 0.13.' 47.8 45.7 100 100 5.2 0.4 53.0 46.1 D D 50.3 D �^--h 4- 4\ IBT R lit►L BT, fi .. 'tti(L iBT ,.TBR 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 0.95 1.00 1.00 0.95 0.89 1.00 0.85 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 0.95 1.00 1650 1770 1583 3539 1583 1770 3539 1.00 0.95 1.00 1.00 1.00 0.95 1.00 1650 1770 1583 3539 1583 1770 3539 14 46 26 0 25 0. 1875 8 . 14 1.174 0 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 15 48 27 0 26 0 1974 : 8 . 15 1236 . 0 44 0 0 0 25 0 0 2 0 0 0 19 0 27 0 1 0 1974 . 6 15 1236 . 0 Prot custom Perm Prot 4 3 2 1. 6 3 2 9.3 4.2 4.2 75.7 75.7 2.8 81.5 10.3 5.2 5.2 76.7 76.7 1.8 82.5 0.09 0.05 0.05 . 0.70 0.70 ` 0.02 . 0.75. 5.0 5.0 5.0 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 : 3.0 3.0: 3.0 155 84 75 2468 1104 29 2654 0.01 c0.02 _ 00.56 : . 0.01:. c0.35 0.00 0.00 0.32 0.02 0.80 :: 0,01 : 0.52 .0:47 50.7 50.0 11.4 5.1 53.7 5.3 1.00 1.00 0.91 `: 0.76'. 0.99 0.53 2.2 0.1 2.4 0.0 13.6 0.5 52.9 50.0 12.9 : . 3.9.:: ` 66.9 3.3 D D 8 A E A 51.5 12.8 4.1 D B A 8 12.0 0.75 110.0 70.3% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 16.0 C • 6/14/2005 G:l0446730011Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. 6: NE filst Street & Biscayne Boulevard Timings 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 iswort •+ 92 14 26 25 1875 Split Protcustom 4 4 3 Existing (2005) P.M. Peak Hour Nirvana Phase II 8 14 1174 Perm Prot 2 1 6 3 2 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 13.6% 13.6% 10.9% 10.9% 66.4% 66.4% 9.1% 75.5% 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 1.0 1.0 .. :1.0 1,0 1.0. 1.0 0.0 1.0 Lag Lag Lead Lead Lag Lag Lead Yes Yes Yes Yes. 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:NBT and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: sal 6: NE 61st Street & Biscayne Boulevard 3 04 6/14/2005 G:10446730011Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Hom and Associates, inc. 14: NE 54th Street & Biscayne Boulevard HCM Signalized Intersection Capacity Analysis Existing (2005) P.M. Peak Hour Nirvana Phase it t over T; 4, 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 (vph)_ RTOR Reduction (vph) Lane Group Flow (vph) 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 248 0.95 261. 0 261 1900 4.0 0.91 0.85 1.00 1441 1.00 1441 69 0.95 73 64 9 1900 4.0 1.00 1.00 0.95 1770 0.21 391 112. 0.95 118 0 118 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 1573 0.95 1656 0 1656 1900 1900 4.0 0.91 0.99 1.00 5022 1.00 5022 980 88 0.95 0.95 1032 93 7 0 1118 0 Turn Type Perm pm+pt Protected Phases 4 . 5 Permitted Phases 4 2 Actuated Green, G (s) 13.2 13.2 86.8 Effective Green, g (s) 14.2 14.2 87.8 Actuated g/C Ratio 0.13 ,':.0.13 0.80 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) • 3.0 3.0 3.0 2 6 86.8 74.6 87.8 75.6 0.80 0.69 5.0 5.0 3.0 3.0 Lane Grp Cap (vph) 443 v/s Ratio Prot c0.08 v/s Ratio Perm v/c Ratio 0.59 Uniform Delay, di 45.2 Progression Factor 1.00 Incremental Delay, d2 2.0 Delay (s) 47.2 Level of Service D Approach Delay (s) 46.1 Approach LOS D HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 186 415 2825 3451 0.02 c0.47 .. 0.22 0.01 0.21 0.05 . 0.28 :. 0.59 0.32 42.0 3.0 4.2 6.9 1.00 1.00 1.00 : ': 0.97 0.1 0.4 0.9 0.2 42.1:.`: 3.4 5.1 6.9 D A A A 5.0 6.9 A A 9.9 0.59 110.0 57.9% 15 HCM Level of Service Sum of lost time (s) ICU .Level of Service 8.0 B • 6/14/2005 G:10446730011Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. • 14: NE 54th Street & Biscayne Boulevard Timings Existing (2005) 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) All-Red:Tirne: (s) Lead/Lag Lead -Lag Optimize? Recall Mode trf 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 tt 1* 248 69 112 1573 980 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 26.4% 26.4% 13.6% 73.6% 60.0% 4.0 4.0 4.0 4.0 4.0 1.0 1.0 .1.0 1.0 1.0 Lead Lag Yes Yes None None None C-Max C-Max Splits and Phases: 14: NE 54th Street & Biscayne Boulevard 02 85 • 6/14/2005 G:1044673001\Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. • 2: NE 62nd Street & NE 2nd Avenue HCM Signalized Intersection Capacity Analysis Existing (2005) P.M. Peak Hour Nirvana Phase II n Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 0 0 . 0 Peak -hour factor, PHF 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 RTOR Reduction (vph) 0 0 0 Lane Group Flow (vph) 0 0 0 Turn Type custom custom custom Protected Phases 7 Permitted Phases 4 4 4 Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) vfs Ratio Prot v/s Ratio Perm vie Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS err 1900 1900 1900 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 2.2 0.30 105.0 36,5% 15 BR. 1900 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 4.0 4.0 1,00 0.95 1.00 0.95 1.00 .0.95 1,00 0.87 1.00 0.99 1.00 0.97 0.95 1.00 0.95 1.00 0.95 1.00 1770 3065 1770 3515 1770 3417 0.95 1.00 0.14 1.00 0.34 1.00 1770 3065 253 3515 634 3417 73 12 102 68 509 24 13 . 504 150 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 78 13 109 72 541 26 14 536 160 0 47 0 0 0 0 0 33 0 78 75 0 72 567 0 14 663 0 pm+pt pm+pt pm+pt 3 8 5 2 1 6 8 8 2 6 58.9 58.9 36.1 30.4 28.5 25.8 59.9 59.9 37.1 31.4 28.5 26.8 0.57 0.57 0.35 ` 0.30 0.27 . 0.26 3.0 5.0 3.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 3.0 3.0 1010 1749 180 1051 190 872 c0.00 0.02 , c0.02 ` 0.16 0.00 c0.19 0.04 0.12 0.02 0.08 0.04 0.40 :; 0.54 . 0.07 0.76 10.1 9.9 25.0 30.8 28.3 36.1 1.00 1.00 1.00 1.00 1.00 1.00 0.0 0.0 1.5 0.5 0.2 3.9 10.2 : 10.0 26.5 31.3 28.4 40.1 B A C C C D 10.0 30.7 39.9 B C D HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 A 1.900 41111 6/14/2005 G:\044673001\Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc. • 2: NE 62nd Street & NE 2nd Avenue Timings Existing (2005) P.M. Peak Hour Nirvana Phase II I Lane Configurations 19 Volume (vph) 73 Turn Type pm+pt pm+pt Protected Phases 3 8 5 Permitted Phases 8 8 2 Detector Phases 3 8 5 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) . 31.0 21.0 9.0 21.0 9.0 21.0 21.0 9.0 Total Split (s) 13.0 33.0 13.0 46.0 13.0 46.0 33.0 13.0 Total Split (%) 12.4% 31.4% 12.4°A, 43.8% 12.4% 43.8% 31 % 12% Yellow Time (s) 3.0 4.0 3.0 4.0 3.0 4.0 4.0 3.0 All -Red Time (s) 0.0 1.0 0.0 1.0 0,0 : 1.0 1.0 . 0.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Min None Min C-Max None to tt 19 12 68 +I 19 509 13 pm+pt 2 1 6 504 6 4 7 Cycle Length: 105 Actuated Cycle Length: 105 Offset: 59 (56%), Referenced to phase 4:EBL and 8:WBTL, Start of Green NaturalCycle::85 Control Type: Actuated -Coordinated Splits and Phases: 2: NE 62nd Street & NE 2nd Avenue 4 01 � t 02 1r 03 04 jilAtie 1 05 t= 067 08 ' • 6/14/2005 G:10446730011Calcs\Synchro\Existing PM Peak Hour.sy7 Kimley-Horn and Associates, Inc.