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HomeMy WebLinkAboutIII - Tab 2 Appendix H Future Conditions (2020 without Project)• APPENDIX It Future Conditions (2020 Without Project) SYNCHRO 6.0 Outputs • • • • Existing Timings HCM Signalized Intersection Capacity Analysis Future Background Conditions - PM Peak 1: NE 17 TER & US 1/BISCAYNE BLVD C 4- k- 4\ Omni Development 0.40;14:413i ';ififte.02.1*14,79i, ofigiettvp., 47.1w4R-53.114WN151,i.rtfititi; Lane Configurations vi 44T+ 0,z4 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 - r4e,14,:ofomi-W-7,=.0„„„ttVtitog,,,,..47.-iawallie:-51rop,-;,-74W.Mrtity,A6K. --„05-. Wa.:,'--,,ZAW:7410-6--RM4:5„,,-47WW-4 Frt 0.93 1.00 0.89 1,00 0.98 1.00 0.98 Satd. Flow (prot) 1694 1770 1652 1770 3473 1770 3456 get-x Satd. Flow (porm) 844 837 1652 470 3473 404 3456 Peak -hour factor, PHF 0.99 0.99 0,99 0.99 0.99 0.99,,,,„700,aw0.99 ,99892 127,.31°..H„x„95 99:„±„x40.90.99177 RTOR Reduction (vph) 0 34 0 0 96 0 0 Turn Type Perm Perm Perm pm+pt Permitted Phases Effective Green, g Clearance Time (s) Vehicle Extension, 4 8 s) 20.0 20.0 20.0 4.0 4.0 4.0 APt-T.^AASSW.C. 8 2 6 0 73.3 73.3 87.0 87.0 5.0 5.0 4.0 5.0 cx. Lane Grp Cap (vph) *77-- vis Ratio Perm Uniform Delay, di Progression Factor 1.00 1.00 1.00 0.49 0.55 • - • Incremental Delay, d2 648.3 268.8 0.7 9.0 0.6 1.5 0.5 • " . , Level of Service F F D B A 147 146 287 300 2214 421 2615 c0.42 0.27 c0.40 0.37 47.5 47.5 41.6 12.6 10.7 6.4 5.0 Approach Delay (s), , 189.9 7.9 4,04- Approach LOS LOS ?kW?' A HCM Average Control Delay 108.4 HCM Level of Service HCM Volume to , Actuated Cycle Length (s) 115.0 Sum of lost time (s) 12.0 • IntersectionCapacity . ;• •••' Analysis Period (min) 15 c Critica Lane Group GA042688000-0MNI MUSP\Calcs\SYNCHRO_June20061Background-June2006\Background PM-Peak.0)20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. Timings 1: NE 17 TER & US 1/BISCAYNE BLVD Future Background Conditions - PM Peak Omni Development ,4,v;-enwrt;rxmu:;f,t.,,of.mggtktyvtAuwveoifgfW4,Sta'as-:O;V%$4i-gWA-Va4VV4-WCW*V:: Lane Configurations 4r4 • Turn Type Perm Perm Perm pm+pt Protected Phases 4 8 teltilt,,,VITSWairTaVetigge-MingieSt$40-,Agi,-,'-wma Permitted Phases 4 8 2 6 Minimum Initial (s) 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 ,,,;74. 'k.K-4.1105*MW11-.*t.„,i, AfaitWAYS,*KIW.&,,,YeZ4610S-alariattlfa.*043.8aSSI iir,.- 7.7.-.774,70-PWIti.147,7,-.% - .,„ mr,,,no:ewmwiwAt::*'m_.7,*'.:14.i-ehWR,,4, .7,"52',"^,XWMf,"'MXJ,F,',ITAIA.VaWSMAS.'-'')AN Total Split (s) 24.0 24.0 24.0 24.0 68.0 68.0 23.0 91.0 .--e- -e.e.z.iii.;:: herYZ, ,... a k c." At ii . pfiW.W.WEOffi: ',!,:40;'0,4e.gt.Aikt4R 0 ,-16,4Z.M •s-.':-..a,,,,,„,'..,a,,,,,,,4_,*-, -`.'.- .................................................................... ,- 1'.*;1?.:, .c:14.1.,-4,,,,'.<`,-.r.4-4:',. , ":„..----1-,_<„, ,,,,,,, ,,,,, 47,_;;Se-7.2,4,317;,„1-7, -' Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 F.1717---;e. ,Timeiketl*7-ew,,,,A,,-Wq#N,N7 ,R,...%-,'--"Ov49400w1:-Ari - --"" ... 7 747;14:::_'*707,54W4SASS,,,tiViSitagt,E4C4,, -..:'."r'":'''-ai-c:IA-* Lead/Lag Lag Lag Lead --e,,,---.-2Rr.rat,-.ou'y,:-'---,,,--,,,,,r:,A,vo:w,w-:;:,,,z*V.,50.''gzL,4--kDZ,,,%2,NY,*,'VCW,-ci-2-$F,t1*,':.tt,.',--f-',..'":-,'VIV-0.1I-2,,*-.:,;,,,:T,A> Lead-Lag.-4:„,„,.„....„ ......_ .y.....--...:...„%:.---t..o--.,.c.e4vs,q2.-,...t..-I-..,.,.,-,.,-....4.---.xt,E.e4t.--&--iz::viwsge2'.,,,,z-e-=,.v,L--z,::-woy:e,---ietz--.*..--.,.-,-...4..f.'..t.istt,t-Attg:--..-,, None None None None C-Max C-Max None C-Max --e''-e-w-e•---"r-Tem.,,,,,7e7neez,7*-F4.Pitezkw-- *,zwwwoa:.wR4*tf.&,nitA-,-,KTIog:,:c,A>kj:: -,..<.,'-----,-WSSY4T4.V,-',-itft';A.A&t*:-kt---','a,.,lsWs;>,.--i,-,-V.riN'-'-,s-,-t2:f.,-,,ii,&:',-;,..."'-tI-V.'g::T--iVS':-.2V,6:**-',Ia-Atem-f-at.A. Actuated g/C Ratio 0.17 0.17 0.17 0.64 0.64 0.76 0.76 ,----w-- -.--,794,,,,T,-,,,,,,,,,A.sq,-,,,,,,,,......„,„,,,,,,, ----w,-..-4,:e:- --*--0,,,g,,,„,„,,,,-,,2 13e..----::1.54 - ---, ,w.-evla,,,,,,----- -, ----,-40 ',-,i-fee,:- 0.43.4,e.74r 1.,,,,,42,-v-icwwt---,7WWM.5.1-wykepPw VW Control Delay 650.8 307.3 22.5 16.7 6.5 7.0 5.3 , ..„,„„,-_,,,,,,,,.„.e,m.*„.., - _ ''',7.,.. ,,,,y ','...,;..-'...... , ,6,,...,--''',./-,,,,.,....Y.,? '''',t ' ...,:- ."..,„ ',,,...:*. 70 .V '''''''.7,„, .' . 2 - ''efM .. ' -, ..," .1. , ._%,"., . . e< 0 . ,.e.VA -.,,, , , 0. ,'. .,.''. . .n-TAI'',1....-"Ar ,,,,.„,,,,-.,,,...., ,,,,,, ' '"''A:k;',/'''r,...,''''r'';','A',W"'';"'.''7:4Pe'F'','''V'''''A'"-.e.''.,k.'c'. t''' '''S.-.''..%.<,'''f.:,:.L/'''IA- /,,,,' ''''W'r,.. *3fVfgW'''..;.'VVS..,.A_ Recall Mode Total Delay 561.5 307.3 22.5 16.7 6.8 7.0 5.3 - - Approach Delay 561.5 175.9 8.3 5.6 e, 2' • Actuated Cycle Length: 115 Natural Cycle: 65 Maximum vie Ratio:2.13 Intersection Capacity Utilization 89.8% 7,Y „a:0Z- - - 3TL and 6:SBTL, Start of Green - ICU Level of Service E Splits and Phases: 1: NE 17 TER & US 1/BISCAYNE BLVD -÷ 04 4011111161.01 Rya 4- 08 . . • ,f.-..,;:res.-1 umuimiiu G:1042688000-0MNI MUSP‘Calcs\SYNCHRO_June2006\Background-June2006\Background PM-Peak,*20/2006 Synchro 6 Report Kim ley -Horn and Associates, Inc. HCM Signalized Intersection Capacity Analysis 18: NE 17 ST & US 1/BISCAYNE BLVD Lane Configurations 4.0 4.0 Future Background Conditions - PM Peak Omni Development 4.0 4.0 4.0 504 1770 3539 1705 1770 1770 1504 316 3539 T 4.0 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) Turn Type Permitted Phases Effective Green, g Clearance Time (s Lane Grp Cap (vph) vts Ratio Perm Uniform Delay, d ncremental Delay, d2 Level of Service Approach LOS Split HCM Average Control Delay Actuated Cycle Length (s) Analysis Period Split Perm Perm 12.3 2.7 2.7 2.7 88.0 4.0 8.0 4.0 4.0 4,0 5.0 5.0 182 42 42 35 242 2708 48.9 7.3 115.0 5 54.9 55.0 54.8 HCM Level o 3.5 Service Sum of lost time (s) 4.6 12.0 88.0 5.0 2677 5.2 0.3 G:1042688000-OMNI MUSP\Calcs\SYNCHRO_June20061Background-June20061Background PM-Peak.0/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. Timings 18: NE 17 ST & US 1/BISCAYNE BLVD Lane Configurations Permitted Phases Total Split (s) To Yellow Ti Lead/Lag Recall Mode 4.0 4.0 4.0 4.0 Future Background Conditions e PM Peak Omni Development 4\ t 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 4.0 4.0 None None None None C-Max C-Max C-Max Actuated g/C Ratio 0.11 0.05 0.05 0.05 0.79 0.79 0.79 Control Delay Total Delay Approach Delay Actuated Cycle ength: 42.6 51. 51.7 24.1 42.6 51.3 51.7 24.1 42.6 15 Natural Cycle: 75 Maximum v/c Ratio: 0.64 Intersection Capacity Utilization 57.5% 34.8 4.6 4.6 3.1 3. 5.9 6.2 6.2 ICU Level of Service B Splits and Phases: 18: NE 17 ST & US 1/BISCAYNE BLVD 132 04 tm8 G:1042688000-OMNI MUSP\Calcs\SYNCHRO_June2006!Background-June20061Background PM-Peak.70f2006 Synchro 6 Report Kimley-I-{orn and Associates, Inc. HCM Signalized Intersection Capacity Analysis Future Background Conditions - PM Peak 33.4 35.5 14.7 tM feAT: 9.4 4.3 3.0 18.8 1.7 2: NE 15 ST & US 1/BISCAYNE BLVD .11 litWinfigta:ql-WASXAAigg*:1114Taaiiaai. Lane Configurations Total Lost time (s +1, (PTA,' 1900 19006 Omni Development 4.0 4.0 4.0 4.0 4.0 4.0 4.0 otywwapkvkzfoo,,---sfi*xtragzzta:-gfoowswgvwazmzzgtty-o3,ogard-gm Frt 0.99 1.00 0.94 1.00 0.98 1.00 0.98 Satd. Flow (prot Satd. Flow (perm 406,4w2c,„ 1836 1770 1750 1770 3482 1770 3483 1213 367 1750 235 3482 252 3483 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 „ 10EBAK131""%,23 RTOR Reduction (vph) 0 2 0 0 21 0 0 8 z 744? tiVi;:ir7fftWilift"" Turn Type Perm pm+pt pm+pt pm+pt Permitted Phases 4iir;":a1rgtRI-VZ:r;ZV-Witr:Wail;TVZ;4;:,-"";-,-HIN:_ 414-711131 4 8 2 6 Actuated tryaw,11 a4e403-4AVitt Effective Green, g (s) 25.0 35.0 35.0 67.9 62.0 68.1 62.1 -'-- te*•-•,- r- ..' • - .....> 2Z,7-4,,,,-:•-"'r-40-A-5-08- .:•-,,,--.,"-A T- - -- •4>A4,.-*---v - . 4--.4.--4.,- 44-4,4,,,,,,.,--4.4--ce----, ..,• 4-,....,;,,,,:*-4.,,,,v .•;,•,,,J,,,,,,,,,,...:„.-:.,,,,,. _...,.....,....,,,,,..,..,._., ..,......v.,w,,,..,,,,,I-,,n-,.-,,:...-.4,-,e,ofiv,•.,,,...4:;•'•...--- ,,':-A '..,,,- Clearance Time (s) 5.0 3.0 5.0 3.0 5.0 3.0 5.0 -----„ts..„--..,,,,,,,,w.„---,,,:---,,,,,--,-....-_,.._:.-,z,.A.,..o: VeOle: :t:lt.:'4;':Y.f,V-VrAMA-''^ - 44----,-A 7:46''';'-'`7..<-%,''', ' .'-' -N':'1:',"'.t;Tt.>:-*,.'-':'.-'4'4r.rA, #,,17:'74Wfe.,:;' ,.-''.‘.'"-•-'''z'..f.,';?' V: Lane Grp Cap (vph) 264 185 533 218 1877 228 1881 v*,-: ---7---iv-7 --"7--At,;zwt4,..----<----,AT-,k.5,-:, t-avk------wor-T--At:,..rocy ia,otomPxva...--94r.,<VtVA-SRN:WfW,--tl-6WZ'T''Zt;*1 RatioY..--,:-....,...- '":7-:'-.5"'k.:'av-,- `--14i.4VAPe...,--,...,K%f,.4;.. ::-`-`t ''&:"-,%-l':'1,'r'.-M',V..T,;4t'::-4Zg;OLLSt,..6.t-e-%it,.-7;,,,,,,z,..e.*;-.''',Y'g,I,-,'''I7wi,A v/s Ratio Perm c0.33 0.17 0.30 c0.56 Uniform Delay, dl 45.0 cremental e lay 257.6 In , d2 Level of Service 20.3 19.0 7,"-.T-",X 67.8 1.7 29 B HCM Average Control Delay Actuated Cycle Length (s) Analysis Period (min 57.3 HCM Level of Service 5.0 Sum of lost time (s) 12.0 CU Level of Servce 15 GA042688000-0MNI MUSP\Calcs\SYNCHRO_June2006\Background-June20061Background PM-Peak.e#20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. Timings 2:NE15ST US 1/BISCAYNE BLVD Future Background Conditions - PM Peak Omni Development Lane Configurations Turn Type Perm pm+pt pm+pt Permitted Phases Pm+P w�N Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Total Split (s) Yellow Time (s) Actuated g/C Ratio w�. Control Delay Total Delay 29.0 29.0 10.0 39.0 10.0 66.0 10.0 66.0 4.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 None None None None None C-Max None C-Max 0.22 0.30 0.30 0.59 0.54 0.59 0.54 290.2 50.4 41.3 290.2 50.4 41.3 w�. proach De ay Actuated Cycle Length: 115 Natural Cycle: 80 Maximum vie Ratio: 1.53 290.2 Intersection Capacity Utfllzation 102.0% 43.5 fw. 20.3 ICU Level of Service G Splits and Phases: 2: NE 15 ST & US 1/BISCAYNE BLVD 28.1 m11 02 03 -- 1"' m4 ;in 1 06 4-s G:1042688000-OMNI MUSP\Calcs1SYNCHRO_June2006iBackground-June20061Background PM-Peak.J2012006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis Future Background Conditions - PM Peak 10: NE 17 TER & N BAYSHORE DR Omni Development Lane Configurations 4+ an+ Grade Peak Hour Factor 0.91 0.91 0.91 0.91 0"1/0 0`/0 .--T ---°-,,,„.;=".;470'4,0,--,,,-,--n, -"MO,',.-'47.,W.W„F,Q6."W.a.-ffitt',....6R;..w,:i.v efr, -,. Vt:tanr.„'f.:ia7.l.,MtfMMZWO-4W::.'4--:--:',,:t;,.-..5t-:14:.'egStZVAICMIlgatgit.iAintai'gf:tnt:X'te4'Og 18 0.91 0.91 Houry flow- , " -20 Pedestrians Walking Speed (ft/s) Percent Biockage Right turn flare (veh) Medien type --- None Median storage veh) rretair , pX, platoon unblocked vC1, stage 1 conf vol 686 825 343 vCu, unblocked vol „.„0.„,,,,,,:,,,,,,,,, • • .„...,*sl-,,,,-.0,,,,,,,,,,,,,.,,..6.f.g.; ,',,,Ligmakiwzz*---,-;.',A,,R,W.T., ---NZ,-',-A'77-':'-'-''t*':"%. ",§V.;=';„ '''''-> ''''''''',A, '''",',',.'',K,'.:-re-j4f,-,<"4.'-=-Q','Oa-:",.-^V-.Ar-,-<-,,;Rt,,,'<-..',Ad.*;.,--'" , ` tC, 2 stage (s) ,....,......,,, :*, ..---r,.,,„...,..-„,„ ./.., - - -,,,...,,,,,,,,,, .,.....,„,„-„,..„..,„...,„,„.„;„,„,....,...„, ,-...,--, „...,,,,,,-".. - .„:„..,,,,,,,,-„,,,„„„,...,,,,,,„,_.,-,,-„,,",,-, .. .1-,,,,,,,,*,....,,,,„..,...,,,,,.....„,,,.....„.... ,...,...,-,,„..,„,,,,.,,,,...,.--,,,,...,„.., -,,, 98 72 97 -6.)07747:‘,"--774 • ,,,..ty - •007z• :6,--"',----= q,--''.7Simi.a....:PAA:,i-tAlee;:`:-,Wak-'41-= "''-",7:'eW.,,AOrca:zA., 4r--- ''..',--''AA4:--.',=ZT.'...-",'.--SPVA'ff;4'flaiS:;.;:'':..:,,,,':::ltT/I&Atf),IMtV- p0 queue free % ,jfin.-tiagifijg2f,n,_e;gk,g:-ffazdafeg-tiWtMW-MA:SOIbtti-j4XWV — Volume Left cSH ' 22 0 0 0 84 904 1700 1700 1700 338 .„ — 0.0 Queue Length 95th (ft) 2 , Lane LOS Approach LOS 0 0 32 ':;:4Watt42,40034441/4Werea - 9-V-Si-t-4i'fMgtf-:?-Sfgt-TKPZ2VTAtkalf.VticriVgiS,IY-fkkzVS-ZAWI-,* Average Delay - 2.0 Analysis Period (min) 15 GA042688000-0MNI MUSP\Calcs\SYNCHRO_June20061Background-June2006\Background PM-Peak-19/214006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Signalized Intersection Capacity Analysis Future Background Conditions - PM Peak • 3: NE 15 ST & N BAYSHORE DR Lane Con Total Lost time (s) Frt Satd, Flow Satd. Flow (perm 1770 181 951 1811 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 RTOR Reduct Turn Type Omni Development 4,0 4.0 4,0 4,0 4.0 4`, ri .0 4.0 1770 1863 1583 1770 3539 1583 1770 3338 Pe mitted Phases ective Green, g Clearance Time (s pm+pt s) 27.7 23.9 3.0 395 1863 1583 860 3539 1583 821 3338 pm+pt Perm pm+p Perm pm+pt 25,3 22.7 22.7 35.7 30.3 30.3 39.3 32.1 u 6.0 3.0 6.0 6.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) v!s Ratio Perm Uniform Delay, d1 Incremental Delay, d2 Approach LOS 368 541 0.4 HCM Average Control Delay Actuated Cycle Analysis Period 8.3 170 529 449 445 1340 600 489 1339 0.8 0.4 0.5 ength (s) 2 80.0 0.5 0.1 HCM Su 0.2 eve l of Service of lost time (s) 0.01 c0.12 7.4 15.6 0.6 0.1 12.0 G:1042688000-OMNI MUSP\Calcs\SYNCHRO_June2006\Background-June20061Background PM -Peak. 0/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. Timings 3: NE 15 ST & N BAYSHORE DR ane Configurations Turn Type Permitted Phases nimum In al (s) Future Background Conditions - PM Peak Omni Development 4 Perm pm+pt Perm pm+pt 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Total Split (s) 9.0 31.0 9.0 31.0 31.0 12.0 28.0 28.0 12.0 28.0 Yellow Ti Lead/La Recall Mode Actuated g/C Ratio Control Delay Total Delay Approach Delay Actuated Cycle Length: 80 4.0 4.0 3.0 4.0 4. ead Lag Lead Lag Lag Lead Lag 3.0 4.0 ag Lead Lag None None None None None None C-Max C-Max None C-Max C.'h-F...-,>."i..:a«.=:1r;a..........�Gi.:,m-i+'C....:1. ±.�.V,Am,....�oii`. ,-.....:2�.'..-..... .IrnCS......F..'�. .';[...a.,... ,.L.;d 0.34 0.30 0.33 0.28 0.28 0.48 0.40 0.40 0.50 0.42 Natural Cycle: 65 Maximum vlc Ratio: 0.81 Intersection Capac 16.6 31.8 5.3 24.0 4.7 12.9 19.6 6.6 13.5 12.6 16.6 31.8 15.3 24,0 4.7 12.9 19.6 6.6 13.5 12.6 28.9 16.2 17.2 ter_ CU Level of Service B Splits and Phases: 3: NE 15 ST & N BAYSHORE DR 12,8 01 02 >c 03 04 05 ? m6 07 m8 O:\042688000-OMNI MUSPICalcs\SYNCHRO_June2006\Background-June20061Background PM-Peak.§20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Unsignatized Intersection Capacity Analysis Future Background Conditions - PM Peak 8: NE 17 TER & NE 4 AVE Omni Development ,,,,,TISEA-M3MIllef-DaYVvesQCALSifien1Z-tt-tiatiregt4POWitif-at Lane Configurations Sign :,w-<-,z,s-wzz-stm.,-fmssc.-sv<Frra,..wv,frfeww.imt5,rtBaw*10NA--MtiMtwxm:wxzogs":4iqt:EaNMgVW-nkwM Grade 0% 00/0 0% Volurne 7WAZAftagm704W-acVtteW-V3WfORWSwotramVptingVerwManfitommg.tommmemigew 0.93 0.93 0.93 0.93 0.93 0.93 tiourp'AwoTE..6wwl,,,,,,v.opmow-ta4nftwi,,ty-tvX.4;ta,V•483 wousgt-ww-ofwaypagoogArwAa.,54,,V.-gAvalzagm Peak Hour Factor Pedestrians WidthLane • - Walking Speed (ft/s) Percent Biockage , Right turn flare (veh) Median type None Median storage veh) 7444-4 ei.,Ezioto248 pX, platoon unblocked vC1, stage 1 conf vol vCu, unblocked vol 311 574 155 4.. tC, 2 stage (s) p0 queue free To 96 1 00 90 griaitiart. ' Volume Left 48 0 0 cSH , - , -70-4-AWIVW:MP,rf kVA r>a 3 0 0 0 8 ro, tg, 1247 1700 1700 1700 863 Queue Length 95th (ft) t,4•.ew A' Lane LOS A A Approach Delay (s) • Approach LOS A -ViSAILfdkiTig-k-5421VifittfNnfflaESlgtifiiZv-5M-4,-i:SEtlga Average Delay 1.6 ItelaM,--vx4magam Analysis Period (min) 15 tnela43N-Wag,.4*ZK-5-Af,, SrgeatroTAW5P-„,niiing-MWMIWIreaS:441VESMOISIMININNZIONSIONSAMI GA042688000-OMNI MUSPICalcs\SYNCHRO_June20061Background-June2006\Background PM-Peak1420/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Unsignalized intersection Capacity Analysis Future Background Conditions - PM Peak 11: NE 17 TER & CONNECTOR Omni Development :4-1251Z10;741-NtWitatMalilla's3Se4,*s521#3* ne Configurations $'Sto ta. Grade Peak Hour Factor Pedestrians 0% 0% 0% 0.93 0.93 0.93 0.93 0.93 0.93 —4 -'1,4,''',-,,W,47,7K7,05WWW-0•14...7R7..kan5.5.,<',,,,,,,,,4,-,.. . • • .-• , , Walking Speed fifs) Percent Bockage ":-",..-Av4traISTISSOM Right turn flare (veh) Median storage veh pX, platoon unblocked '"Y 1..raT,VAV,r.. %a, *::048 305 vC1, stage 1 conf vol vCu, unblocked vol 611 627 305 •..1Z-16.1.1VR,SPUttfate'224*Wi6Ttile36.9 1141.**Vt-OR*3*VZ-MragginStitVIMktnnA tC, 2 stage (s) , . *0A:4- 742V+Ir^1, p0 queue free % 100 74 100 Witiflen"--4A "iitafSAKiK,Olara9.14WITf-A ZWItZt4SOff---(4314-1W-44:155:-.aleal--;;,,W Volume Left cSH 110 '—f-7;-gSSFVA7;4',-ZfV,','/'4 4."'W""'-'41-4-'7-,f-F-**': .,,,,--.7- ,..-A-,-s0, s-*- -.....-o,:,',.vrzk--,z.Wf;Z-m>..-,,,-=k-,:,slr.,., .'2,-_. 1700 1700 1700 1700 415 --7-..;,,,,,,, *--,,,E;;Ay - --:,-. womes,:agtarox,,mgm,,,.*",.0-0,,.,w54n,,,K.7.Itive"?..noipp: .'• -:0.10 ,..„,..--,,,,,g '..,,,,-. ,"";in ,,,,•7-4 ,..,.'t, ,,,,tiVONti161,:,..4.M%-.1-,ei*".40,AMI"-',S-af7P1--t-Patiktr2t:Sex.",r, -•-,—..MW000; Queue Length 95th (ft) 0 0 0 0 26 Control:.Del.: ,' ,7"-- , ,,".(,-:=A_,,,,T,':,'i,„,gaX„AV„t,K,''.,_W,4*,-'7Z.TeV"'-_,_Zf.*"'„,,—,„,,,ZV„.t7r,-',M•WaF,,...,,A'**,c,'-j-t,;',S.k4°,,,V.„ -,W.,:aga, L4 ,,,,, -,-,.••,--, - , , 4, _,....,..,--%:,,A,,..., ,,,,,.......s:L... -...,-.:., e -p..,;:,: , -;,-, A •,,,,,,,•: ' ,:-,•,Na-,...,''',,'i'.ig16.7-•4•*'/''':V' '''': - , 7 A ''''',UW- - '''''' ''''''4.11in g,,',:'''',A- - , ...-,,",','',-' T70:-;,.." 41' .4'.?"Z i'W' 0)-?n#,* AW4S; Lane LOS Approach LOS 67.2jrgrift.XEVIStVttttVfcNAW -24,100e:**;"5:1V1-4A41-00-4. Average Delay 1.7 Intersection, -. "..,.$1,74.-.40.,„_?A.,. -0-_,...,b,"..._,..,.,Z4,"(....„. R.:,Arz,...-*w-,4v;,,.5f,..,,,4.wr..iw,::ff..f-A,-:A-.-.ve,,,,,..o.,-,q,-,,-..:,4:.,,,,,,,,.. .....„,..,,,, , Y-.S41-*AnA::''RA2P,,i'-'-',,g"-e-,--U-sri-rAtartll&''''s-RA „...,...„..„---,._....._, ..,,_.,.........,„ ,,, Analysis Period (min) 15 G:1042688000-0MNI MUSP\Calcs\SYNCHRO_June2006\Background-June20061Background PM-Peak.0/20/2006 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis Future Background Conditions - PM Peak 12: NE 4 AVE & CONNECTOR Omni Development Lane Configurations ''''"'""4'A'=W-rtefargSW:K,Z:'.W-OZWZAWN•V',W44VMWWP'" • ,Ri-WljtW.A'.Vr.tiZ,SN.Etta.t.-*P*--*YgnW6t-ilS-,-7::•PWSV-.?*Mnt4:M*CenttVMSASA=NMKVattrkWAtit'*A'' Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Pedestrians Larte Width (ft) -ritaa•Dag.ncASVZAFSgrfIW.,A••.: tSt.RSR.tWgtatatta•,„WqtMfgtrtRSWSStn.ne,SS,V•PNRMW' Walking Speed (ft/s) Percent -4--ze.a-ogoo,-a-4.,71:Rizgwz45w-o-j-..--v>vw.mawoetwe.x,10:47.-zw4:0441.05-ftwAtgiew FS.Vait*Wat.WWIS**044,. Right turn flare (veh) M• edian storage veh) .• ,,Pstrearn signal (ft) ,A•1!" „ pX, platoon unblocked v C 1, stage 1 con( vol vCu, unblocked vol 46 345 46 tC, 2 stage (s) „ • • p0 queue free % 93 100 70 Volume Left 0 110 0 , VANT0,0"-4:4--WV.P.:4§1 ▪ •••-•"'„ „ • cSH 1700 1561 1023 Volume to Capa▪ city • St5' 7g5M`‘KSI.445-1-7: raIM4SPAR:- WOirtagtfatat$''''' Queue Length 95th (ft) 0 6 31 Lane LOS *Vi.fdae Approach LOS A -7,149,r47-07,AZZ:,,,4tVW - •••4,-„,•••• B ,C.AfAtti.i.**TSAij.:W*VVJkrsXikj.*W-4if-Ea4-ZIV;54W4M-21-o.i::4fAtli*k- Average Delay 7 .2 lrltersect!on Analysis Period (min) 15 GA042688000-0M N I MUSP\Calcs\SYNCHRO_June20061Background-June20061Background PM-Peak.§)20/2006 Synchro 6 Report Kimiey-Horn and Associates, Inc. • • • Optimized Signal Timings HCM Signalized Intersection CapacitytetrcaRaimkground Conditions - PM Peak (splits optimized) 1: NE 17 TER & US 1/BISCAYNE BLVD Omni Development 1 1- 4*/ Lane Configurations Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Fr t 0.93 1.00 0.89 1 • 00 0.98 1.00 0.98 ProtectedFt Satd. Flow (prot) 1694 1770 1652 1770 3473 1770 3456 ,,ewfffewi:-fr$,,-*swatrimgwo,,w-gsmtweq,isWO'zt-*Wm4tfia;tOW' aggttiiSKVVS' t..wttmriaie_o:voA , „ Satd. Flow (perm) 1132 915 1652 451 3473 297 3456 <as; w; Peak -hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 f&X‘§:01 RTOR Reduction (vph) 0 36 0 0 98 0 0 9 0 0 12 0 ' CVY.. Pt We, '0.4 0.; Turn Type Perm Perm Perm pm+pt Permitted Phases 4 Effective Green, g (s) 8 2 6 36.4 36.4 36.4 54.9 54.9 70.6 70.6 - z Actuated .. Clearance Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 5.0 , 3.0 Lane Grp Cap (vph) 358 290 523 215 1658 332 2122 Ratio • vls Ratio Perm c0.31 0.24 c0.42 0.36 Uniform Delay, di -.'-:',7!=.2;74,"-',1 00 Incremental Delay, d2 41.0 - , . , Level of Service Approach LOS „raTmix4.215 14.9 D C B ,x< HCM Average Control Delay 38.9 35.5 28.5 27.0 22.1 14.9 12.7 27.6 HCM Level of Service HCM vo1urn tio .78 9 - 'WA< C :4W` .54'4 45' C-6'-;,,,Z4 t4,5143f, V7 Vr4 Irak, re8 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 12.0 IntersectioCapacity tilization i., ,,,,,7snlif,riiiiiiW.W.,,,,,Z7,4 .,,,,..e.,,2,,,,SaTa,if ,,-•-.,s.,k.,ma,7,::,*Z9:...W---1 ,---7:St'WW<APWON.Vrit'%.:.". ,,,„„ -A-17*XAMV,..*Mg.--?1,-1&KFWrr-im.1.,111,-,,,,,,-**-*-,..*,:.:_4::,:gw,l,v$,,,s:40-4,,,-zo.,:sgo.,,A Analysis Period (min) 15 e'''4"Cittlar':: ''-'-AOrfitNfSigVNff.e"SgiK.:SA'WNS:.WS>.---ZtltgaffTj'i4i.V;,t--r'ataWARRS*SRSSR-4:. Lane GA042688000-0MNI MUSPICalcs\SYNCHRO_June2006!Background-June20061Background PM -Peak WIPBCORI.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. Timings Future Background Conditions d PM Peak (splits optimized) 1: NE 17 TER & US 1/BISCAYNE BLVD Lane Configur Turn Type Permitted Phases Minimum I Total Spl Yellow T ead/Lag Recall Mode s) Actuated g/C Ratio Control Delay Total Delay Approach Delay 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 46.0 46.0 46.0 46,0 52.0 2.0 17.0 69.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 Lag Lag ead None None None None C-Max C-Max None C-Max Actuated Cycle Length: 115 Natural Cycle: 65 Maximum vie Ratio: 0.94 0.32 0.32 0.32 0.48 0.48 0.61 0.61 48.4 44.2 8.6 65.2 48.4 44.2 8.6 65.2 48.4 niersection Capacity Utilization 89.8% 27.8 6.9 29.4 24.9 CU Level of Service E Splits and Phases: 1: NE 17 TER & US 1/BISCAYNE BLVD 4.3 16.9 Omni Development G:\042688000-OMNI MUSP\Calcs\SYNCHRO_June20061Background-June20061Background PM -Peak gapritiMittil.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Signalized intersection Capadrlyttearce[*ar cgraund Conditions - PM Peak (splits optimized) 2: NE 15 ST & US 1/BISCAYNE BLVD Omni Development Lane Configurations Tot Frt ast time (s) Satd. FI Satd. Flow Peak -ha actor, PHF 0.97 0.97 0.97 0. 4.0 4.0 4.0 00 0.94 t 4.0 4.0 00 0.98 1.00 0.98 1836 1770 1750 1770 3482 mow: 1471 550 1750 199 3482 141 3483 770 3483 RTOR Reduction (vph) Tu Permitted Phases Effective Green, g (s) Clearance Time (s) Lane Grp Cap (vph) vls Ratio Pe Uniform Delay, di ncremen 33.0 5.0 1 �.�-��.��rs � ���t`� �,cc s,�rz�����✓ice-ti"ss�"azz'.��`�'�'�Cr ��e�:,:f 7 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 pm+pt pm+p 42.0 42.0 3.0 5.0 55.3 49.0 3.0 5.0 pm+pt 65.0 54.7 3.0 5.0 44, al Delay, d2 Level of Service Approach LOS 422 40.3 32.9 254 639 29.4 29.5 .5 1.4 0.28 20.6 29.1 8.4 5.1 250 1657 c0.44 33.7 24.6 40.2 3.0 HCM Average Control Delay Actuated Cycle Length (s) Analysis Period 36.1 HCM Level of Service 115.0 Sum of lost G:1042688000-OMNI MUSP\Calcs\SYNCHRO_June20061Background-June20061Background PM-Peak_Opaitettlitl.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. Timings Future Background Conditions - PM Peak (splits optimized) 2: NE 15 ST cis, US 1/BISCAYNE BLVD Omni Development c Lane Configurations Turn Type Per Permitted Phases Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Total Split (s) 3 pm+pt pm+pt 0 9.0 48.0 10.0 53.0 14.0 57.0 • Yellow Time (s) ead/Lag Reca Actuated g/C Ratio Control Delay Total Delay Approach Delay w r W -<w Actuated Cycle Length: 115 Natural Cycle: 80 4.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 ag Lag Lead Lead Lag Lead Lag 1 None None None None None C-Max None C-Max Maximum v/c Ratio: 0.95 0.29 0.37 0.37 0.48 0.43 0.57 0.48 58.9 31.2 30.4 37.9 34.3 80.3 20.3 58.9 31.2 30.4 37.9 34.3 80.3 20.4 p Intersection Capacity Utilization 102.0% Splits and Phases: 2: NE 15 ST & US 1/BISCAYNE BLVD 01 02 03 -0" 04 06 lr 08 • G:\042688000-OMNI MUSP\Calcs\SYNCHRO_June2006\Background-June2006\Background PM-PeakWeidtegal.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. HCM Signalized Intersection CapacilyttinmE*ai<graund Conditions - PM Peak (splits optimized) 3: NE 15 ST & N BAYSHORE DR Omni Development f -► -"`. I Lane Configurations To Fr al Lost time is Satd. Flow Satd. Flow (perm Peak -hour facto RTOR Reduction (vph Turn Type Permitted Phases Effective Green, g Clearance Ti me (s) 4,0 4.0 t 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1770 1811 1770 1863 1583 770 3539 1583 1770 3338 963 1611 425 1863 1583 905 3539 1583 771 3338 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 1 0 0 0 96 0 0 36 0 98 pm+pt pm+pt Perm pm+pt s) 28.5 24.7 3.0 6.0 Perm p 26.1 23.5 23.5 33.4 28.9 28.9 40.0 32.2 3.0 6.0 6.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 381 559 182 547 465 426 1278 572 483 1344 9.7 22.4 20.5 14.3 18.4 16.5 11.2 16.0 al Delay, d2 0.4 6.6 evel of Service Approach LOS HCM Average Control Delay Actuated Cyc Analysis Period 20.9 G:1042688000-OMNI MUSP1Calcs\SYNCHRO June20061Background-June2006\Background PM-Peak_.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 3.0 ir t 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 34.0 9.0 34,0 34.0 4.0 3.0 4.0 4.0 ry 0 24.0 24.0 13.0 28.0 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-Max ..C-- .-/✓M-_'.`H':e {'i S C;`�,....S,u^%nf .., lr?:�., e^ Ck ^.'.n`- .wV`. e � 9J�hw `)+.x✓_ _u....,s.. <.F�r,'.....w�: 0.35 0.31 0.34 0.29 0.29 0.45 0.38 0.38 0.5 5.5 28.3 0.42 2.6 Timings Future Background Conditions - PM Peak (splits optimized) 3: NE 15 ST & N BAYSHORE DR Omni Development Lane Conflgu Permitted Phases Total Split (s) Yellow Time (s) Lead/La Recall Mode Actuated g/C Ratio Control Delay Total Delay 4.0 22.7 4.2 4.2 21.3 7.5 14.7 4.0 22.7 4.2 142� 21.3 7.5..Mrr14.7 Actuated Cycle Length: 80 Natural Cycle: 65 Maximum v/c Ratio: 0.78 Intersection Capacity Utilization 57.5% -F. ICU Level of Service B Splits and Phases: 3: NE 15 ST & N BAYSHORE DR 01 2 03 4\ 05 06 G:1042688000-OMNI MUSP\Calcs1SYNCHRO_June2006\Background-June20061Background PM -Peak_ .sy7 Synchro 6 Report Kimley-Horn and Associates, Inc.