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Home My WebLink AboutIII - Tab 2 Existing Conditions (2006)• • • APPENDIX D: Existing Conditions (2006) SYNCHRO 6.0 Outputs 0 0 Miami -Dade County Public Works Department Existing Timing Plans • • • 2380 N BAXSHORE & NE TIME PT O F F NSW F Y MIN; 8 11 0 5 0 10 11 4 530 4 0 14 11 4 700 1 0 12 11 4 900 4 0 14 11 4 1100 2 13 11 11 4 1400 4 0 14 11 4 1600 3 17 12 11 ` 4 1900 4 0 14 11 4 2200 6 0 14 11 4 ENTER NEXT PAGE # (1 2381 US 1 & NE 15 TIME PT OFF NSW F MIN: 7 6 0 11 7 35 6 15 21 0 14 6 115 23 0 14 6 500 19 3 39 6 545 1 36 35 6 615 2 35 35 6 745 12 42 35 6 845 16 18 52 6 1200 17 6 55 6 1345 10 6 55 6 1545 9 2 55 6 1630 18 7 55 6 1800 3 7 35 6 1900 1 36 35 6 2130 11 7 35 6 ENTER NEXT PAGE # ST Y 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 (1 15 ST TIMING FOR DAY # 2 (SECTION 161) PAGE 4 R EWL Y EWW F G Y R NSL Y S Y M CYC 5 17 1 5 0 0 7 17 1 4 2 0 0 6 7 57NIGHT 2/ 1 8 3 7 17 1 4 2 10 3 7 85AVG 0/3 1 7 3 7 17 1 4 2 8 3 80AM PEAK 1 8 3 7 17 1 4 2 10 3 7 85AVG 0/3 1 7 3 7 17 1 4 2 9 3 80MID-DAY 1 8 3 7 17 1 4 2 10 3 7 85AVG 0/3 6 3 7 17 1 4 2 9 3 80PM PEAK 1 8 3 7 17 1 4 2 10 3 7 85AVG 0/3 1 8 3 7 17 _ 4 2 10 3 7 85AVG 0/3 DIGIT), DAY # (2 DIGIT,99-HELP) OR. ASSET 4 (4 DIGIT) TIMING FOR DAY # 2 (SECTION 3) PAGE 4 R WL Y EWW F G Y R NSL Y S Y M CYC 5 11 1 5 1 7 3 7 11 1 4 1 7 3 90EARLY NI 1 5 3 7 11 1 4 1 5 3 7 6 SNITE M2 1 5 3 7 11 1 4 1 5 3 7 65LATE NIG 1 5 3 7 11 1 4 1 5 3 8 9 0DAWN M2 1 7 3 7 11 1 4 1 7 3 8 90AVG M2 0 1 7 3 7 11 1 4 1 7 3 8 90PRE AM M 1 7 3 7 11 1 4 1 7 3 8 9 OAM PEAK 1 10 3 7 11 1 4 1 7 3 8 110MID MORN 1 7 3 7 11 1 4 1 7 3 8 110NOON M2 1 7 3 7 11 1 4 1 7 3 8 11 DAFT M 1 0 1 7 3 7 11 6 4 1 7 3 8 115PRE PM P 1 7 3 7 11 6 4 1 7 3 8 115 PM PEAK 1 7 3 7 11 1 4 1 7 3 8 90POST PM 1 7 3 7 11 1 4 1 7 3 8 90AVG M2 0 1 7 3 7 11 1 4 1 7 3 90EARLY NI DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET # (4 DIGIT) 4136 US 1 & NE 17 TERR TIME PT OFF NSW F Y EWW F G Y MIN: 35 10 12 1 0 11 88 40 10 4 7 12 1 4 15 21 88 40 10 4 7 12 1 4 115 23 0 38 10 4 7 12 1 4 500 19 0 38 10 4 7 12 1 4 545 1 88 40 10 4 7 12 1 4 615 2 3 39 10 4 7 12 1 4 745 12 23 40 10 4 7 12 1 4 845 16 8 51 10 4 7 12 1 4 1200 17 49 52 10 4 7 12 1 4 1345 10 52 49 10 4 7 12 1 4 1545 9 54 54 10 4 7 12 1 4 1630 18 14 54 10 4 7 12 1 4 1800 3 1 39 10 4 7 12 1 4 1900 1 88 40 10 4 7 12 1 4 2130 11 88 40 10 4 7 12 1 4 ENTER NEXT PAGE # (1 DIGIT) , DAY TIMING FOR DAY # 2 (SECTION 3) PAGE 4 SL Y R 5 7 4 7 4 1 5 4 1 5 4 1 7 4 1 8 4 1 7 4 1 16 4 1 15 4 1 18 4 1 18 4 1 18 4 1 8 4 1 7 4 1 7 4 1 # (2 DIGIT,99=HELP) S Y M CYC 90EARLY NI 9ONITE M2 6 86LATE NIG 6 86DAWN M2 90AVG M2 0 90PRE AM M 90AM PEAK 110MID MORN 11ONOON M2 110AFT M1 0 115PRE PM P 115PM PEAR 90POST PM 90AVG M2 0 90EARLY NT OR ASSET # (4 DIGIT) • • 4288 US 1 & NE 17 ST TIMING FOR DAY # 10 (SECTION 3) PAGE 4 TIME PT OFF NSW F Y R EW F G Y WG Y S Y M CYC MIN: 7 15 11 1 10 0 11 87 28 15 4 1 6 11 1 4 16 4 8 90EARLY NI 15 21 87 28 15 4 1 6 11 1 4 16 4 8 90NITE M2 115 23 0 15 15 4 1 6 11 1 4 10 4 6 71LATE NIG 315 24 0 11 15 4 1 6 11 2 4 10 4 7 68RECALL T 345 23 0 15 15 4 1 6 11 1 4 10 4 6 71LATE NIG 500 19 0 15 15 4 1 6 11 1 4 10 4 6 71DAWN M2 545 1 87 28 15 4 1 6 11 1 4 16 4 8 90AVG M2 0 615 2 17 28 15 4 1 6 11 1 4 16 4 8 90PRE AM M 700 8 25 28 15 4 1 6 11 1 4 16 4 90AM PEAK 930 16 0 48 15 4 1 6 11 1 4 16 4 8 110MID MORN 1200 17 56 48 15 4 1 6 11 1 4 16 4 8 110NOON M2 1430 9 54 53 15 4 1 6 11 1 4 16 4 8 115PRE PM P 1600 18 0 53 15 4 1 6 11 1 4 16 4 8 115PM PEAK 1800 3 87 24 15 4 1 6 11 1 4 20 4 8 90POST PM 1900 1 87 28 15 4 1 6 11 1 4 16 4 8 90AVG M2 0 2130 11 87 28 15 4 1 6 11 1 4 16 4 8 90EARLY NI ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET # (4 DIGIT) • 2006 P.M. Peak Hour Existing Timings • • • HCM Signalized Intersection Capacity Analysis 1: NE 17 TER & US 1/BISCAYNE BLVD Existing Conditions - PM Peak Omni Development z Lane Configurations Total Lost time (s Frt Satd. Flo Satd. Flow (perm it (v Peak -hour 4.0 4.0 4.0 0.95 '1.00 0.88 750 1770 1641 736 1638 1641 4.0 4.0 4.0 4.0 1.00 0.99 1.00 1.00 1770 3509 1770 3526 672 3509 685 3526 actor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 RTOR Reduction (vph) Permitted Phases Effective Green, g (s) earance Time (s) Lane Grp Cap (vph) vls Ratio Perm Incremental Delay, d2 Approach LOS HCM Average Contro Actuated Cyc Delay e Length (s) Analysis Period 99 0.99 0.99 0.99 0.99 9.1 85.7 85.7 97.9 97.9 501 261 0.01 3.8 4.6 evel of Service 5.0 Sum of lost time (s) 15 8.0 661 3002 c0.26_ 1.8 1.6 G:\042688000-OMNI MUSP\Calcs\SYNCHRO_June2006\Existing_June2006\Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. Timings 1: NE 17 TER & US 1/B1SCAYNE BLVD ane Configurations tted Phases Total Split (s) Yellow Time (s) Actuated g1C Ratio Control Delay Total Delay Approach Delay Existing Conditions - PM Peak Omni Development 4- t 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 24.0 24.0 24.0 24.0 68.0 68.0 23.0 91.0 None None Non Actuated Cycle Length: 115 rei Natural Cycle: 55 �.w Maximum vic Ratio: 0.68 f ter o Intersection Capacity Utilization 51.0% ag Lead None C-Max C-Max None C-Max 0.08 0.08 0.08 0.75 0.75 0.85 0.85 34.8 48.6 16.9 2.6 3.4 2.9 2. 34.8 48.6 16.9 2.6 3.6 2,9 2. 34.8 21.2 3.6 ICU Level of ServicerA Splits and Phases: 1: NE 17 TER & US 1/BISCAYNE BLVD 2.2 01 t 02 .:.P" 04 6 08 44, G:1042688000-OMNI MUSP1Calcs\SYNCHRO_June20061Existing_June20061Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. 14 , _ ..,..,„.„..„...gwato---,;, ,,,,,, 0„r„,41„, „„,, , ,1900„,„..„,„,,,,,,,,,,,, . 1900,,,,x,.,,N,_..,..,_„.....*,,,V , V-'1900 '41 ImNIT '-',,0 „- -<, Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 Lane zpioifezimansaawnyymimprottomlfy, 9:6:47,:atfwsogilowtoctmvw,w4,-g.emsfaiRtfwomm tW,4MtIMVZO7,,V6--.et,':tZqgtaVgat;,4;N-ttag'%,,',:gq-erAw-,:-,,-.1.ft.::,1,.;,00Imq. Frt 0.94 1.00 1.00 0.85 1.00 1.00 0.99 Fit ,:&-,,,1•,-..,:.,,pataxGww--1,R4 0:..,po7-"AgMa05v5mgt1. StD0*..*.A5Pf''-s00,,At:iSAMMx-dtMtt--4Wlj*,V*t-,:*.A:RM'g"t~* --*ke^a,WA6a'44M':',WatM-,,,z':!:".-o;..,..a.,-4AVth,.Q,v2:,z4f:*v6,,.,t,Meil:IMt.fagaf:-.'Mt 1.00 TA!tfWtr4j4SSSSFMW;Cte,4YRNtPttaRSV-4pVB:RTP*IVp'WtMSggdpgVRWRNglan.-35°7mtofo Satd. Flow (prot) 1701 1 770 1770 1504 1770 3539 Satd. Flow (perm) 1701 1770 1770 1504 613 3539 3507 Volurne- • 33 • Peak -hour factor, PHF 0.97 0,97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 RTOR Reduction (vph) 0 27 0 0 0 14 0 0 0 0 2 0 -LaneGroupflow(vph)vagtg-.SgwaasaiR:wgqf:',M*imaa'-a*v§m ,652Ssm0aiado;„, Turn Type Split Split Perm Perm ..,„e.,[aga-7--rowenitossommsviamr‘pAymmilawrctiwoossrimivAnza-mtAi•Wow.:;401, Permitted Phases 8 2 It-i14-Z,,NOTZWRAWAONSM.W1E'25 Effective Green, g (s) 6.8 2.7 2.7 2.7 93.5 93.5 93.5 Clearance Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 Vehcfe Extension" v/s Ratio Perm Lane Grp Cap (vph) 101 42 42 35 498 2877 2851 0.00 0.04 ,AP-,:.4,-AV4gozZ4z•;^:vgq-x-0 .29 Uniform Delay, di HCM Signalized Intersection Capacity Analysis 18: NE 17 ST 8, US 1/BISCAYNE BLVD Existing Conditions - PM Peak Omni Development afaffaiiVaSSISI mlE543g11-Mikart;ION7alfarli 41AlTiPANnW-t Lane Configurations 44T 52.0 54,9 55.0 54,8 2.1 2.5 2.6 ,.,r • ;w2g,w4,,*,,,,,g,,,,t,ev..v,-,,,,,,,,,,,,,,,,,,:w.,40,0,,,,t,-1- ,c,--,-..,:'vo gwv.,--4, 100-10-3-MninSgMint tWaifiOl ,,, i,r,v,,,w-s!..,,v,,.:.g*f+x-,vw.::-- --7,x-,-At--------,-----,,a,.. - --,..,'t-4,'Itoz.P4:=§.440 0.60''11f*,Z*01-tt"1 Incremental Delay, d2 --- ,„ .,.,,"'w'--,z- ,,,,,,,,„,..--,*,&Y,,W.3,a40&;,IRWAWOMMSOMS30,144*','N'tia.: , ' "*-,..'.,,,,,,-,<,-,.<zg,'&'NvZ;^',::,-'::#kv,w. S4.,tate,mv,***a-Z,--:...Z,-,*v, 55.6 .. -,-..--0,-;,:-Anxr„.z.i.o.,-4-A*,...,,,,,,,,,..,,,,z,,,,,,,,,,,,--1,-,,,,,,,,,,,,,,,,,,,...,_ , .....,,.. ,,,,,,,,,,,,,,r7.,,,,•&1,.... , ,,,,,,4+.:1,,,,,,,,,,17,,,,,,,,,i4,2,•:•&,,,,,,,n,,,,,,,,,,,,,Z,S.1:,4,,,,,,,,,,,,,7,,,,,,.9,,,,,,,...,-,,, Level of Service D E E D A A A 'i,&kmrejpzv*z,,zvV.iw,:alaVR.46fg,t:K,r;Vl'M,.ISZM4gZP--A5-5:-,;t oza:gc,=zzz.:gztzz, , :w.2.4,5ANca ,r.„..-t.ir- •,*e,---!:-.:0,,,,,'-w-1,44-am,.,..,..-::',eiMt-AWigiNgia-;:"4"14t1,044.5St--r-A.W.fi-,<4r4gM,44:AtS--A*.,--e-41;.:, "-..,07-ARAlli D E A A 2.1 0.7 1.6 0.1 0.2 0.2 0.3 HCM Average Control eiay 4.9 HCM Level of Service HCM Voume to Capacity #atafln16tR-,-%Vlt-ntfrkf -4-'-f-attetZ-0:4:1V-tr-Mtliii*MISSISOMVieSSIV*IASSItS010 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 12.0 . Analysis Period (min) 15 010-ketttiC,eig-E - 'VkSff4tWgr4SM-PgtVt-R7VWWZNAWA'''P'VV*qf:,,:,'FM0'tMg,.%',I,r G:1042688000-0MNI MUSP\Calcs\SYNCHRO_June20061Existing_June20061Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. • Timings 18: NE 17 ST & US 1/BISCAYNE BLVD Existing Conditions - PM Peak Omni Development gliatimiltiMigatitgOiAMIRAMWAJW Lane Configurations o Turn Type Prot Perini imum Initial (s Total Split (s) Yellow Time (s) ag Recall Mode Actuated g/C Ratio F Control Delay Que 1 ie Total Delay Approach Delay Split 4.0 4.0 4.0 4.0 4.0 4.0 4.0 22.0 20.0 20.0 20.0 73.0 73.0 73.0 4.0 4.0 4.0 4.0 4.0 None None None None C-Max C-Max C-Max 0.07 0.05 0.05 0.05 0.85 0.85 0.85 32.4 51.3 51.7 24. 32.4 Actuated Cycle Length: 115 i Natural Cycle. 65 t� Maximum v/c Ratio: 0.43 Intersection Capacity Utilization 39.3%p 34.8 2.1 2.6 ICU Level of Service A Splits and Phases: 18: NE 17 ST & US 1/BISCAYNE BLVD r== • G:1042688000-OMNI MUSP\Catcs\SYNCHRO_June2006\Existing june20061Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. 23.8 5.0 356 c0.18 44.2 1.0 20.5 4.0 4.0 4.0 HCM Signalized Intersection Capacity Analysis 2: NE 15 ST & US 1/BISCAYNE BLVD Lane Configurations Total Lost time (s) Frt Satd. Plow Satd. Row 4.0 4.0 1.00 0.9 1770 173 M2 N K 437 173 4.0 Existing Conditions - PM Peak Omni Development 4. .00 0.97 1770 3434 735 3434 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.970.97 0.97 0.97 RTOR Reduction (vph) Turn Type milled Phases Effective Green, g (s) Clearance Time (s) Lane Grp Cap (vph) vls Ratio Perm Incremental Delay, d2 III Approach LOS pm+pt 3.0 5.0 pm+p 64.8 63.2 0 3.0 5.0 429 1887 0.03 98 509 0.15 33. 5.5 1.2 0.0 0.4 pm+pt 73.2 67.6 3.0 5.0 477 2031 0.17 8.9 11.9 0.3 0.4 HCM Average Control Delay Actuated Cycle Analysis Period 24.0 HCM Level of Service G:1042688000-OMNI MUSPiCalcs\SYNCHRO_June20061Existing_June20061Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. Timings 2: NE 15 ST & US 1/BISCAYNE BLVD Lane Con Turn Type igurations Permitted Phases Total Split (s) Yellow Time (s) Lead/Lag Recall Mode Actuated a/C Ratio Control Delay Total Delay Approach De Actuated Cycle ength: Natural Cycle: 60 Maximum v/c Ratio: 0.88 Perm Existing Conditions - PM Peak Omni Development 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 29,0 29.0 10.0 39.0 10.0 66.0 10.0 66.0 4.0 4.0 ag Lag .0 ead 4.0 3.0 4.0 Lead Lag 3.0 4.0 ead Lag None None None None None C-Max None C-Max 5 ntersection Capacity Utilize 0.21 0.29 0.29 0.59 0.55 0.62 0.60 63.5 43.2 63. 3.8 8.5 43.2 33.8 63.5 36.5 ion 70.8% 8.5 3.8 3.8 3.7 7.7 7.7 ICU Level of Service C Splits and Phases: 2: NE 15 ST & US 1/BISCAYNE BLVD 8.8 8.8 8.6 2 4 08 G:i042688000-OMNt MUSP1Calcs1SYNCHR4_June20061Existing June20061Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Unsignalized intersection Capacity Analysis 10: NE 17 TER & N BAYSHORE DR Existing Conditions - PM Peak Omni Development Lane Configurations +ToV Sign Control Free Free - Stop Grade 0% 0% 0% Volume Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 R.*4417047*YeaftAVS41117-0-Z4337 gla46WWW41-1-fx-S-'4PWitowannommsgsmosiwww,mignomtic Pedestrians arta, wvItl , Walking Speed (ft/s) Percent Bockage ------4SW-MeWZA*V*WaeAVXVMMaraVgtaM-AWr:;;'Vtnt-ntRntgd&tVi'aaVa*:::-';‘'-ZVS4VAAN'M Right turn flare (veh) Median storage veh) Upstream sigoal (ft) -0.44-MVON; 4"-'114A%g-MM pX, platoon unblocked vC. conflicting volurne 581, ,..,44:4W-0,49441entAaRAPPSAMPM %736 291 VC , stage 1 conf vol vCu, unblocked vol 581 736 291 Wf.',7'"'"Z%.7,577,WZNPZ`-c'egQ7Vrg,'S"" tC, 2 stage (s) W1;2,',P-TTAZAVAILW.R7 " „ VS,:geiTOS, p0 queue free °A, 98 87 97 rcapacity veh/h 989itPagi'VP 3SiarlaW1-1!"11,5a-SKirt:TVW11-4-:4444-410-itiik4e.421V041,i7- -..:,:N1-,....7,---07,b,..., . , - ., _‘"*.:04,"-s0, ,',.-.,-.,,..-<:. :'..,5,--'e ..,..,‘,.,,,W.,,,,,, -:`,'''''''' '...t,'''''''''''''f Volume Left 21 0 0 0 45 VeiruffitW' ',W-5-r/''"7,-gAreS,44,ttlitfli<A,.&-,W.3i-,f.t4T.; ARV:*itr.EP,&,Vit.-4Ati%V.AWOPAtifgSI.AWWsfgW-IqiV.sfMga.fZ,V4-S35-N.4:a '-,,,,,... ?;i-..,:>-;2~-a,...-f*,,S,E,:'-':-, GS H 989 1 700 1700 1700 408 w.,..ir:Awfwtt.!rraz.,,?,e.,:is,,..mtvImLF-t4::vya.ca-Igf..-At-r- ...---s--,...-1,-,- a, ..,,,,,,,,,,41,,,,,A,,, ,, A:..t.'••-w,,,,,,a,,,,,,-^,----t....--:am:At.,s,,,,,, ,-.,,, ',.r,-,--M-..7.,:q.,..*:.,-,''J1.10..°44e, AV ;,,,r,--,,,,.;.,- ,....,-,16 , Queue Length 95th (ft) 2 0 0 0 14 Control - - " • Lane LOS Approach LOS'' A wannttrAtootow-1,:,,,-1,6.- %MA ,AVIIiasWtlia-a-A,4:Xatiikt*aA-Fr,:--;-:-IRLI.514-11151;VA41412A--M-4.12512 Average Delay 1.2 CapacityInlersection 77.71. Level of Serviceavikamis117 1111•11111•11 Analysis Period (min) 15 G:1042688000-OMNI MUSP\Calcs\SYNCHRO june20061Existing june2006\Existing PM-Peak-P01.sy76/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. • • HCM Signalized Intersection Capacity Analysis 3: NE 15 ST & N BAYSHORE DR "Nt 41- 4*, 4N4 Existing Conditions - PM Peak Omni Deveiopment ilgift4TtMt4-5:zfrfVlrlr-ig4*Wg,PWAkt'ON'jtn-fi,.gKSD;3z.-mrfi2m3wjy-m-kertz-qw:v;R3V:-'-4 Lane Configurations ++ ti* 7w-iw,,v,4,,„-„,,,,A.." '"1.',`W.P.,,,*'":4,.. ,i90cLs0w,-4 '1900-A- Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 1''-:,:-e',--ommie-,ttjiks----;:,-r-ttw.yxv4-rgcr_.4o.k4tz-wz-ftfjtrt;,2ftirWt,A:96-&-*,--totr-A4wyoo-,-wgv - Factor,, ,., ..t----:,',V;*l''44-''',"4'A,,',K',',A,*Z ,•`--,,,,;,. 4',.`4?-,,..,-, 1.00 0.96 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Frt V.K,P31 e.2„,095 1 00 0,95 '1.00 1.00 0.96 1.00 1.00;40:: , Satd. Flow (prot) 1770 1795 1770 1863 1583 1770 3539 1583 1770 3276 Satd. Flow (perm) 984 1795 630 1863 1583 1008 3539 1583 1090 3276 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 ,v,.--rw-ve--..•<,-,,..,-.,..' - -,- ,-...,-*--,,,,-,,,,f ........,..e...f.....„....._„,......„-„,--„---....-,- -,---....,,i1A,---4,7..;,-,i,,,-. v.:,,,,x,...,--- -„..--„,„..-e-An.14,z,,,,------4,f,_ ,,,,,,,,--7,- - , ---7-ior 605.-„,,,,ft, - „,„ ,,,,,-,, , , :„.....,,,,,,, . .;,..„,:',.e4.0.„-ATZA:„ --:,-,1:,;.:: „---4„-,'-----i--t,--'-wf--1'..--.'A?-..-".,...,fr4:4'h,--„--•,V-fOj---f,-4,-,--',,f-',, ..'-‘- --4--------,---, -,---',.,.'----..,. ' 68 R TO R Reduction (vph) 0 16 0 0 0 96 0 -- '----------;-,-,--n-----m---7,7,------- w.,,,,, - /-,-:---*T.:------:,,,..-,-e,.05.t.,iva,z...4q-k-,,,A-,--z.,..,,-,...--4F---ft----r.e<,-,-,..,,,..,-...4-.f.--,.,--...,n- ' Yf,,-'..'. , -,'V''.".46`,- ' ' ---ir,"-',4:11$.0,:.'-klIV'W.:0"*.t) ..-., , - - - , ' -0-*; //',, - ,(4.,,,,e,,,,rX-OtMVO, ;'PWAW.,,, 4 >,We.'kg:-1 - , 256'..'-'‘,..‹,-- ''.44 i;'?,*% -.., -. --(4-.,,,t---", •eiz-4,-",- . -9--3,,,-------------4,4-u-,,,---,--, ,,,, --- ,,,,,, ,.-_-,; Turn Type pm+pt pm+pt Perm pm+pt Perm pm+pt - - ':-72,11e--'--.`Wc ZW--,a-7kWITL,_, W4-r----t.--'74.:1"2,4%311:-4,--;:,, ai.-2ZZ-WitillcMtlig#01-, SWiigEktifiegi -,'' ''V,-,-,,,;q'Vl-5..<'',,,',, Permitted Phases 4 8 8 2 2 6 , 40-7 , 34.2 -„ - Effective Green, g (s) 24.8 21.0 22.4 19.8 19.8 39.9 34.7 34.7 40.9 35.2 Actuated tF7r-043 p4-4 0.51 0.44 Clearance Time (s) Lane Grp Cap (vph) 3.0 6.0 3,0 6.0 6.0 3.0 28 0 94 0 5.0 5.0 3.0 5.0 342 471 213 461 392 552 1535 687 606 1441 v/s Ratio Perm 0.07 0.05 0.02 0.07 0.01 c0.09 '0.20 0.17,11?"..W41 Uniform Delay, d1 20.2 26.3 21.6 25.0 23.1 10.6 13.8 13.0 10.3 13.6 Progession Factor 1.00 1.00 1.00 1.00 1.00 1.00 . 1.00 1.00. 1.00 1M0 Incremental Delay, d2 Level of Service Approach LOS 0.5 3.3 0.4 0.5 0.1 0.1 0.2 0.1 0.2 0.3 " AMY" 3ssiiirwAr-1twft-a-4.-41,1 lfgtrztgp;-t,ggwe,;:ztm-tvzlt--5-t!=r*"5tq;Y-te--4<7Q7zi-,qgf;.o-irfVrVt-igf-V?:,tttt HCM Average Control Delay 19.2 HCM Level of Service Actuated Cycle Length (s) 80.0 Sum of lost time (s) 8.0 tntersection Capacity ...„, ..:,,,,:,„7.,zr:!--,-.,,-zz---i,;,tw2qe,---e,-,-::r,,,t.'o,--,,n,,,,,---yf:,4:-,-:,:-t,,,;;'y,.-L,---aH7--',..i,y, ...r4,047. ---46,ma, .., , . . , v-;',Idla-7-0,-0,-,0*re,--.--;,-,--i4--,e72iffzi-t,-..,..„,'--*..*:,.......,-,,,4,4,,w_.,_..,:,......,,,, Analysis Period (min) 15 ----weirtugwabwora,26%.307, 'z'tt4K-ss--swamtmw*-3fmzf,4Qtvaxt..v.lksnm.v-amGavzf-,T,s.'*xzgzPzR--oamomsws'..AF-aoi r.iWti*',-,V4- ------A,I,-.z7h;VVXS--!Vi-na,Mie4.,15:'..N.IgrSt-WK,',.m.*-A-41SMtt.lae0*V.Zo:,taraS*M3:g,-,Waalf4-q.Wiv,.-Iz,g'>.'r'eiVkM • G:1042688000-0MNI MUSPICalcs\SYNCHRO_June20061Existing_June20061Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. • • Timings 3: NE 15 ST N BAYSHORE DR Existing Conditions - PM Peak Omni Development .. e L^- Y .V;g i.. t a g "'. s _ _ is i Lane Configurations Minimum Initia Total Split (s) Yellow Time (s) 4vr Lead/Lag Recall Mode Actuated g/C Ratio Control Delay Total Delay Approach Delay Actuated Cycle Length: 80 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 4.0 3.0 4.0 4.0 3.0 4.0 ead Lag Lead Lag Lag Lead Lag Lag Lead Lag None None None None None None C-Max C-Max None C ax 0.30 0.26 0.29 0.24 0.24 0.52 0.46 0.46 0.54 0.46 18.0 27.1 16.0 25.3 4.9 11.3 16.6 6.6 11.3 9.2 18.0 27. Natural Cycle: 65 Maximum v!c Ratio: 0.67 25.0 16.0 25.3 16.7 14.2 ICU Level of Service A Splits and Phases: 3: NE 15 ST & N BAYSHORE DR 6.6`:, 1 .3 9.2 9.7 ml 02 03 07 05 06 08 G:t042688000-OMNI MUSP1Calcs\SYNCHRO_June2006\Existing_June2006\Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis 8: NE 17 TER & NE 4 AVE Lane Configurations 4+ Grade 0% 0% 0°/0 Existing Conditions - PM Peak Omni Development 9 7 -JW-~4,10 .,.$zwar-; Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 atwtmvC"WPJIPWSfSSSNWa-SNRTMWKIZOSNM Pedestrians - Walking Speed (ft/s) -7-womworow. .v.wmw-,g'-ma-iqoitWOWA,-tpzie'KV:IASW'MINSY-a•taMaaVcAg Right turn flare (veh) , — - Median storage veh) Upstream signa! (ft) 248 pX, platoon unblocked voiurre 212 364 106 VC 1, stage 1 conf vol COconf vo ^ vCu, unblocked vol 212 364 106 tCsingie(s) 4. tC, 2 stage (s) p0 queue free % 99 100 98 Volume Left cSH Volume to Capacty Queue Length 95th (ft) Lane LOS Approach Delay (s Approach LOS „, 356 - 605 928 99 180 106 106 17 9 0 0 0 0 ..;,,„,47*.747-wzgo-4..Rowgom-; , 1356 1700 1700 1700 928 &eve- 0 0 0 0 ,74;51#6.1454;511TeA.- A Average Delay 0.4 • itersectkn . litfaiZrLi,%-q„ •••- , Analysis Period (min) 15 G:1042688000-0MNI MUSP1CalcsNSYNCHRO_June2006\Existing_June2006\Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis 11: NE 17 TER & CONNECTOR Existing Conditions - PM Peak Omni Development Lane Configurations ft fr# sipoorawzrowt---,t.mmitim.. weie.',4weanswg„-ImiSWOVVZOTSWEEMANNAMMONFORAMMAVMSKOM Grade Vatimos , Peak Hour Factor 0°/0 0°10 0% 0.93 0.93 0.93 0.93 0.93 0.93 Houtiy flow rate vph 0 270 212 271 86.le:--a,A-qre.-ogmszAmagwoaiz,awgitj,g.t:FolieAkozo-in,, Pedestrians Lane Width (ft) Walking Speed ft/s) Percent Biockage ww:aw.xW4AW-T-MWMR2BPE:;',4P--nwotae,RW%gkNS.Rz''-4.,.,t,511RREWRWgjrt..'4R:MW5VAOR5R,if.-=TMMZ14 Right turn flare (veh) •Medan type?SA 40,„&gs-Lazi Median storage veh) pX, platoon unblocked 482 241 v C 1 stage 1 conf vol vCu, unblocked vol tC, 2 stage (s) p0 queue free % 100 83 100 15:t 483 482 241 rlzIMZ:taIVSXMIZVXE:aeirtrqW-cf;93SPL:ffcoazE-Yf.-a-F,:'AKVege--tfiQAAA-M-Z-F2M:MO?:i-tiw-4;t: Volume Left 0 0 0 0 86 cSH 1700 1700 1700 1700 513 Volume to Capacdy Queue Length 95th (ft) 0 0 0 0 15 Lane LOS Approach Del LOS B '0.0.7t1%-fg; Average Delay Analysis Period (min) 1.4 15 G:1042688000-0MNI MUSP\Calcs\SYNCHRO_June2006\Existing_June2006\Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis 12: NE 4 AVE & CONNECTOR ane Configurations Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Pedestrians Walking Speed Right turn flare Median storage veh :;-° µcm. �.. pX, platoon unblocked vC1, stage 1 con f vol vCu, unblocked vol p0 queue free Volume Le cSH Queue Lane LOS Approach LOS 1700 161 95 1073 75 Existing Conditions - PM Peak Omni Development Average Delay Analysis Period 8.4 G:1042688000-OMNI MUSP1Calcs\SYNCHRO_June20061Existing_June20061Existing PM-Peak.sy7 6/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc.