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APPLICATION JJ~ .... . (.i., ' --.:..---.:..------------------------- I ' TRA:FFIC STUDY BOYNTON LAKES "'COMMERC 1 AL ,~ BOYNTON BEACH. FLORIDA PREPARED FOR LENNAR HOMES, INC. DECEMBER 1991 ~_:J CARNAHAN AND ASSOC I A TES ~ - I NC. CONSULTING ENGINEERS ENGINEERS SURVEYORS PLANNERS 6191, WEST ATLANTIC BLVD MARGATE, FLORIDA (305) 972-3959 FAX (305) 972-4178 NO, 1 2 TRAF'FJC s'ruJ>Y F'OR BOYNTON I.AKJi;S COMMJc~RCJ AI. BOYNTON BEACH, FLORIDA REV I S ION'S DATE kJ~~ - WAF:l, fl'. MA,JUALAWI I P. E. F'J,OJUnA Rr-:G. NO,' 42646 12120/91 O~/04/9? 5 J tf.1q "Z. ----~.. '. 'I'}\BJ.E OF CON'J'EN'J'S INTRODUCTION S'l'UDY ORJEC'rI VF~ TRANSPORTATION ANALYSIS STUDY AREA EXISTING CONDITIONS TRANSPORTATION SYSTEM FUTURE ROADWAY IMPROVEMENTS PROJF:C'l' ACCF:SS BACKGROUND TRAFrIC PROJF:C'J' 'j'R I P GgNr:RA'J' J ON PASS-BY TRIPS J N'J'Ji:RNA J, ] /'.A '.I'] ON PRO,JECT 'I'RIP I)T.S'I'RIRU'l'(ON AND ASS 1 GNMr:N'J' FUTURE TRAFF' (C I,EVEl. OF' SgRV I CE ANALYSI S - TEST 1 (LINK/BUILDOUT TEST) - AL'I'P;RNATg 'J'ES'J' J - TEST 2 (MODEL TEST) CONCl,USlONS AND Rr~COMM}i~N))A'.I'IONS APPF.:ND I X A CAPACI'l'Y ANAJ,YS] S -i- PAGE 1 1 3 3 3 6 6 8 8 10 11 12 16 18 18 20 20 22 23 A-- J NUMRJi:R, :I NUMBER 1 :2 3 4 s 6 'I J. J S'.I' Oft' 'J'AR) ,}i;S 'J'ARI.F. 'fF-S'J' :I ANALY S ) S I.IST O~' FIGURES LOCATION MAP STUDY AREA (RADIUS OF DEVELOPMENT INFLUENCE) EXISTING TRAFFIC )<:X I S'rJ NG LANJo: Gl<:OMF;'fR,y BACKGROUND TRAFFIt 'J'RA }<'}<' ) C A S8 J(;NM)<-;N '1' 'rO'l'AL 'I'R.AFF.'IC - j j - .... PAGE 21 .F I GUREPAGE 2 4 5 .7 9 17 19 :I N'j'ROI>UC'j'JON l,ennar Homes, Inc. ret.ained Carnahan nnd Associ at.efl t.o evaluate the traffic impact associated with the proposed commercial development. ot Boynton l,akes P)n7.n Plnt, 'J'he p)at. consist.s ot t.wo Tracts, Tract "A" being the outparcel plat and 'rract "H" beinq the remainder ot t.he plat. 'l'his t.rattic study wi.)} be den)inq only wi th Tract ','A",. the out parce 1 . . . 'fract. "A" 'consist.s ot 0, at> ncres ot vncant Innd and is locat.ed at the southeast corner of the intersection of Congress Avenue and Hypoluxo Road in t.he Cit.y ot Boynton Beach, Florida, The location map as shown in Figure i delineates pro;ect's site, ' 'fhe 5i te wi} 1 cons] st ot J t 0'/0 square te.et., ot conveni ence store wi th gas station and car wash. The s{te was previousl y appr.oved by Palm Beach County 'rrattic tor :I J ,000 square teet. ot general Retail Commercial. The pl at. wi II recei ve t.wo ent.rances ot ri qht-in- ri qht.-out. One entrance being on the east side ot Conqr.ess Avenue ;ust south ot the int.ersection ot Congress Avenue nnd ~YPO)\lXO ROnd, and the second entrance is on the south side of Hypoluxo Road ;ust eait of the subject intersection, The Convenience store/Gas St.ation and Cnr Wash is proposed to be completed by 1994 based on an estimated buiLdout period of 2 years. S'J'UlW OHJF.C'j'JV": This t.ratfic impact study wi)l be prepared in accordance with the 1990 Countywide Traffic Performance standards Code (Ordinance 90-40) . The contormance wi t.h t.he Code consi st.s ot meet.i nq bot.h Test 1 (Linkl Bui 1 dout tes t) and 'l'es t 2 (Mode l . test) al3 out lined in Art.icle V ot t.he Code. 'rhe tolJowing ana),ysis is present.ed. as outlined in Ar.ticl~ VI (Traffic Impact st~die~) of the Code. 'J'hf' t.ratti c impact study w:i)} f'va} uatf' a)). rOndt-1ny' links or intersections within the Radiu's of Development Influence and Model Rndius ot Development. lntluf'ncf' ot t.he proposed projf'ct.. -1- '"", J BLVD l ' .~ L,i. ~ , SUlJ.VJT \ I ~... >:;FJJT ~ ...~ ~ 1 ~ . FOREST Im.L BlYD / l - r orfA IA ,., I :::l ') n ~ a:: W ~ ~ ~ ~ r-..e ! ~ '~ ~ I{J IN !: AV .~ 00'48 .. ~ 00'93 WORm RO SoP.. 802 .,.: r:M~- IkI ~. 00' -r 6tH 47 S .; ~ ~ -c ...." ./ ~ I7Nd~ i Ii! ~ ooC ~ lAHT~t" \ L,h AlRP T . lJJrr ANA RD ' FJJT4G 1 , ~ Si! ' ..L. ) HYPOLUXO RO 'Ell 45 , " a:: :: 1\ ~. ) ~ ~ 11 I\.- PROJECT SITE ~ " 220 --AY.. rom IIrf I 8. ~ ,\ j ~, 'n' " .. B 0'410/1 Cu,t. lW ~ Rl ""&'10 .. . ... BOMO~ REACH ~N s.R. 804 .~. - ; ~ / WOOL QRIG\\J' RO ~ - EGT41 ) GOLF RO Is.. 123m J AV h I ,-/ /- , " " InlOl .1 ' LOCATION MAP , 'F rGURE " ...~ .1 N.T.S. 'CARNAHAN AND ASSOCIATES, INC.' CONSULTING ENGINEERS -2- The t.raffic impact. study is also referenced as the Joeve) of- Service Impact Statement" in the Traffic Circulation Element Plan ot Palm Beach Count.y. TRANSPOR'fJ\'fJON ANAI,YSJS study Area - The st.udy area is based on t.he radius ot deve)opment. intluence for 'l'est 1 and 'l'est 2, which is out l tned i.n 'l'ani e 2A ot the Traffic Performan~~' Ccid~. Table?A ie)a~es the m~ximum radius of development influence distance to the net trip generated by the sit.e. t.he ..net. trip qeneration tram the site, ,as out.jined in proiect Trip Generation Section of this traffic study, is estimated to be 99~ daily trips, As outlined in 'Ntb)e ')1\', the' radius of development influence distance for 981 net daily trips will be 1 mile. The) mil~ dist.ance will be measured in road miles, not in geometric radius, beginning at the site's access:ori Congress Avenue and Hypoluxo Road and t.erminat.ing at the adjacent roadway links] mile away from the site. Based on the above the) mile radius ot development. intluence distance was measured along the adiacent roadway network and the study area is shown in Figure '). Existing Conditio~s Existinq traftic counts tor all the roadway links within the study area were obtained from the latest traffic volume counts conducted by Palm Beach County Metropolitan Planning Organization. Figure 3 shows the existing Annual Average Daily Traffic (AADT) for the available 199) 'fratfic Volume. 'rhe existjng volume tor Congress Avenue south of Hypoluxo Roaddifters from the volumes reportect in the ) 990/) 99J t.rafti c vol umes, '.I'he reason bei ng is that the volumes were reported much lower than actually exists, a cor recti on was made to ret I ect act ua) cond) tj ons . -3- S. 6th AVE. .- $ CO a: uS - ,.. i It) i t1I ; uS S :i ~ ! N.T.S. OLD BOYNTON WEST RD. LEGEND: E,FFECTED ROADWIN LINK r // .;jt' STUDY AREA , . STUDY AREA (RADIUS OF DEVELOPMENT INFl:-,UENCE),.;, FIGURE .2 CARNAHAN AND ASSOCIATES, INC. " CONSULT I NG ENG J NEERS -/.- T N.T.S. g co a; CI) - -y- S. 6th AVE. LANTANA RD. (S.R.812) 22.16~ ~1 ~ 2 a; CI) - 31.588 ... . HYPOLUXO RD. Q a: ! t I ,:I: PROJECT SITE ; '~t ~ ~ ~ ~ ~ ~~ I> N.W.""~ OLD BOYNTON WEST RD. It) Q) ~ ~ ; s i EXIST~NG TRAFFIC I, ~ LEGEND: ! .' ae,748 . 4 . EXISTING MDT TRAFFIC. CARNAHA~D ASSOCIATES, INC. CONSULTING ENGINEERS -5- ,.. o z I en ::l FIGURE 3 Transportation System Existing lane qeometry tor R)) etfected rORdwRY links within the study area were field investiqated to verify' existinq cond:itions. Congress Avenue currently ex:istfl as a tour lane divided roadway within the study area trom Miner Road to Lantana Road. Hypol uxo ROod exi stfl oR 0 si x J nne d:i vi ded' rOodwoY eaRt ot Conqress Avenue to 1-95 then becomes tour lane divided east at J "9~. F'rom COnqreSfl Avenue to Hi 1 j tary 'J'rai J I Hypoluxo Road exists as tour lane divided ,roadway. High Ridge Road exists as a two Jane undivided rOodwnY, Fiqure 4 outlines the existinq Lane qeometry within the study area. Future Roadway Improvements Palm Beach Count.y I'F'i ve Year Road Program" Rnd FI od da Department oJ Transportation "Transportation'tmpl7Qvemen.t proqram" were consul ted. t.o obt oi n the tunded rORdway j mprovement.s anticipated to be compl eted by proiect' s bui ldout year. The to)) owi ng outl ines t.he status on the adjRcent roadway network within the study area: Conqress Avenue trom Mi ner RORd to ],antanR is not. scheduled tor improvements on the Palm Reach County Five Year Road Program, Congress Avenue trom T,Rntana to T.Rke Worth Road is on t.he Palm Beach County Five Year Road Proqram tor desiqn only durinq the :I 99:1 /:1 99/ Pi sca) Year wi t.h no designat.ed construction date. Hypo)uxo Road trom Congress to MiJit.ary is not scheduled tor improvements. Hi gh R:i dge Road is not. schedul ed tor ; mprovement.fl anC!. therefore will remain as a two lane taci)ity. The only improvements that are anticipat.ed wit.hjn t.he study area are the ant icipated improvements to the intersection of Hypoluxo Road and Congress Av~nue. The- jmprovem~hts consists ot additional left turn lanes on Hypoluxo Road. The left turn lanes will consist. ot an east.bound and a westbound lett turn lane. -6- S. 6th AVE. LANTANA RD. (S.R.812) .-. g CO II! a .-. S en .. CO - lilt II! en ... 4LD - i 8LD HYPOLUXO RD. I c::i ." a:: 0) ; en a III ~ :) uJ ::) 8 ~ ... a: In I C\I :J: ~ III a S2 i ... ::c lilt ~ ~~. J> N.W. ",.rr; LEGEND: 2LUD 4LD TWO LANE UNDIVIDED FOUR ~ DIVIDED OLD BOYNTON WEST RD. EXISTING LANE GEOMETRY. FIGURE ....j N.T.S. CARNAHAN AND ASSOCIATES. INC. CONSULTING ENGINEERS 4 Port.ions of ri ght.-ot-way needed tor constructinq th~ westbound) ett. turn lane on Hypoluxo Road wi.lL be acquired from this prope'rty during t.he platting process. Based on the above determination, tuture roadway, improvements are not anticipated within the proiect's area ot in1:luence. Project Access There wi 1 1 be two dri veways accessi nq the si te. 'rhe t i rs t access will be on Congress Avenue ;ust south ot the intersection of Hypoluxo Road and Congress Avenue. The second access will be on Hypoluxo Road iust east of the subiect intersection. Both accesses will consist ot right-in-right.-out only without any right tqrn.l~nes on either Congress Aventi~ or Hypoluxo Road. ME'dian openings will not. be available tor this outparcel because ot the close proiimity to the subiect intersecti~n. Background Trattic An inves~i~atjon ot background trattic growth was bonctuat.ed wi.thin the study area utilizing the "Compound Growth Rate - Tratfic Pertormance St.andard () 986-- ) 990)" as provj ded by Pal m Reach County. the Compound Growth Rates are estimated utilizing the increase/decrease of average daily tratfic over the most recent three-year period. Palm Beach County requires that Engineering judgement. be exercised in the uti) i 7.aU qn ot the hist.or:l ca) growth rates. This study considers such eval uat i.on in determining the background t.raffic. In addi t.ion t.o the compound 9rowt.h rates, the study incl ud'es ' all maior projects that could have impact 6n the roadway network wi t.hin the st. udy area. Pa 1 m Beach County "Ma .ior Pro ject.s Map" was consulted to determine the location of such proiects. The major projects are: Melear P.U.D. located on Congress Avenue between Hypol uxo Road and N . W. 22nd Avenue The deve) opment. consi st.s ot :I OOb dwe1 ) j ng un:i tEl ot resi dent.:i al and 30,000 square feet ot retai i commercial. The deveLopment is under const.ruaU on and h el d :i nvestiqah on ind:i cated t.hat. ) :~O dwelling uni~s of residential an~ the 30,000 square t~et ot re~ail remai ns to be deve} oped. 'J'he study :i nc) uoes the remai noer ot ,the development as part ot the backqround traffic estimation. -8- ...". S.6th AVE. LANTANA RD. (S.R.812) .-. g CO ~1 II! .-. po.. en 2 - II! 23.091 en ... - 36.074 d ~ . z HYPOLUXO. RD. I' ei ." a:: 0) ; en III ~ ::) i ~1 8 ! a: In ~1 i :J: ~ I S2 :J: ~ ~ LEGEND: OLD BOYNTON WEST RD. -\ 30.032 ' . 4 . TOTAL BAC~GROUND T~FIC (ADT) BACKGROUND TRAFFIC F'I GURE .'J 5 N. 1. S. CARNAHAN AND ASSOCIATES, . INC. CONSULTING ENGINEERS ) ocated at. ,the sout.h corner of the intersecti6n ot C~ngress Avenue and Hypo~UXo'Road Motorola is an industriaL development consistinq of 8?S,000 square teet. ot pro ject.ed i ndust.rj a) use. Current) y an est.:i ma ted 425,000 square feet of industrial has bElen DIJilt with 400,000 square teet. remains t.o be developed. It appears t.hat teh remaining development of MotorIa will not be developed during the next two years. However t.he st.udy will incorporat.e t.he remainder ot t.he industrial use as part ot the background traffic proiection. Motorola Figure 5 out.) ines t.he tot.cd background trath c wi t.hin t.he study area. Project. Trip Generation Trips were generated tor t.he project. wlder morning peak hour; afternoon peak hour and daily conditions: Trip generation character) sb cs were obtai ned for conveni ence market using the Institute of Transportation Engineers (ITE) Trip Generation Manual, li'ourth Edi ti on . ~'he fol) owi ng t ormu] as werE" obt.ai ned from ITE 'l'ri p Generation Manual. (A) Convenience store Daily T :: 88'/.OS6 (x) AM Peak 'I' :: 6 '/ . 6 J J ( x ~ PM 'Peak '{' :: "/1.1?5 (i<) (R) Gas stat.:i on Daily T :: '/48 T/D AM Peak T :: 21 ~1/P..H. ' PM Peak T :: 25 T/P.H. The above rat.es are based on Palm RE"Rch Count.y Road Impact. Fees Ordinance (8/29/89). (C) Car Wash Daily :::: J 66 'I'd psjnay , , Based on information obtained from Palm Beach~~unty published studies. -10- The directional dist.ribut.ion tor t.he tast. tood restaurant. and the convenience market on a daily basis is 50% entering and 50% exit.inq the site. 'rhe projectedt.ot.al trip volumes are outLined in the following trip generation summary. Pass-By 'I'rips Pass-by t.ratfic was cal cul at.ed tor t.he conveni ence using the 1990. Count ywide Traffic Performance Standa rds. convenience market. wi 1 1 experi Bnce a 4t>% Pass-by rat.e'tor convenience store and S8% paRs-by tor the gas station. The wash w) } l not. experi ence any pass-by reduct.:i on because t.he car trips are net trips. market The t.he car was These rat.es are credited aqainst the trip generat.ion trips and are shown on the trip generation summary. -11- Internalization As previously mentioned, the convenience market will be developed within the larger commercial site as an outparcel. It is anticipated that some internal trips will be experienced within the site. The internalization rates between the convenience store and the commercial site were estimated from Palm Beach County memos for internalization rates (9/22/88 and 6/29/90). The following outlines the-internalization rates: 01. INTERN~~IZ~TION BETWEEN CONVENIENCE STORE~ GAS STATION, & CAR WASH Palm Beach County allows 27% internalization rates between Gas station and Car Wash. 02. INTERNALIZATION BETWEEN CONVENIENCE STORE AND COMMERCIAL SITE The internalization rates were based on previous ITE studies for mixed use developments. The ITE article reflected larger mixed-use developments and therefore the internalization rates were reduced accordingly to reflect development size. The internal trips are estimated to be 168 tripS/day of total trips end. This will account to ,84 trips/day internal to the convenience store and 84 trips/day internal to the commercial site. 03. INTERNALIZATION BETWEEN CONVENIENCE STORE AND RESIDENTIAL It is anticipated that some traffic will be internal between both uses. Based on the ITE mixed-use article it was estimated that a total trip ends of 64 trips/day 'will be' internal between both uses. This will accouht to about 32 vehicles/day attracted to the convenience store or 32 vehicles/day produced at the residential. -12- TRIP GENERATION SUMMARY (DAILY) * GAS STATION TRIPS/DAY/SITE 58% PASS-BY 748 434 314 TRIPS/DAY * CONVENIENCE STORE 887.056 TRIPS/DAY/1000 SF Xl,570 SF 27% INT. GAS ST./CONV. STORE 1',393 376 1,017 TRIPS/DAY 45% PASS-BY 458' INTERNALIZATION CONV./COMM. 559 TRIPS/DAY " 84 475 TRIPS/PAY * CAR WASH TRIPS/DAY/SITE 166 TRIPS/DAY NET TRIPS GAS STATION CONVENIENCE STORE CAR WASH + + + 314 475 166" TOTAL = 955 TRIPS/DAY -13- * * * TRIP GENERATION SUMMARY (A.M. PEAK) GAS STATION TRIPS/PEAK HR./SITE 58% PASS-BY 21 12 9 TRIPS/PEAK HR. CONVENIENCE STORE 67.611 TRIPS/PEAK HR./1000 SF X 1,570 SF 106 27% INT. GAS ST./CONV. STORE 29 77 TRIPS/PEAK HR. 45% PASS-BY 35 INTERNALIZATION CONV.jCOMM. 42 TRIPS/PEAK HR. 12' 30 TRIPS/PEAK HR. CAR WASH . ." TRIPS/PEAK HR./SITE 9 TR~P~jPEAK HR. NET TRIPS GAS STATION CONVENIENCE STORE CAR WASH + + + 9 30 9 TOTAL 48 TRIPS/PEAK HR. = DIRECTIONAL DISTRIBUTION: 50% ENTER- 50% EXIT . -14- ~ TRIP GENERATION SUMMARY (P.M. PEAK) * GAS STATION TRIPS/PEAK HR./SITE 58% PASS-BY 25 15 .10 TRIPS/PEAK HR. * CONVENIENCE STORE 71.125 TRIPS/PEAK HR./1000 SF X 1,"570 SF 27% INT. GAS ST./CONV. STORE 112 .30 45% PASS-BY 82 TRIPS/EEAK HR. 37 INTERNALIZATION CONV./COMM. 45 TRIPS/PEAK HR. 7 .38 TRIPS/PEAK.HR. * CAR WASH TRIPS/PEAK HR./SITE 7 TRIPS/ /PEAK HR. NET TRIPS GAS STATION CONVENIENCE STORE CAR WASH .. TOTAL + 10 + 38 + 7 .. = 55 TRIPS/PEAK HR. 50% ENTER - 50% EXIT DIRECTIONAL DISTRIBUTION: -15- Project 'frip Distribution and .Ass:i qnment Di stribution ot new proiect. t.ri ps was based on a review ,of, Palm Beach County Metropolitan Planning Organization socioeconomic data and engineering knowledge of the area. The socjoeconomjc dat.a are available through the productions "ZUATAl files" and the at.tractions "ZnAT1\2 tj les" ot the F'l or:! da Urban 'rransportat.iop Model structure (FSU'I'MS) tor aLL zones within thE1 transportation st.udy area. 'J'he at.traction tiles include a)l ,commercial, industrial and service employment within the :=>tudy at.:-ea. The production files include al) single family and mult.i-family residentials and hotels/motels. Based on the avaIlable data,' the following distribution was obtained: TRIPS DISTRIBUTION pI~~CTION PERCENIT'AGE North East. South West. 2S% 35% 25% 10% 'J'O'1'A)' : J 00% The distribution rates were baSAd on" the premise that the . percent. of si te tratti c produced is di rect 'j y proporU ona 1 to t.he attraction size and inversely proportional to the square ot the dist.ance from t.he sit.e to the at.t.raction, The assignment of site traff.ic was performed assuming the shortest and fastest. path that drivers WOllld more frequent.ly favor in their intended movement. By applying the di$tribution and ass:iqnment. char,act.e.d sU cs t.o thE' roadway network., the ant:\ c:i pat.ed assignment rates were depictAd in Figure 6. -16- ... N.T.S. S. 6th AVE. LANTANA RD. (S.R.812) .-. g CO ~1 II! .-. en S CO - ~ ... 15% CI) 35% i - ... . HYPOLUXO RD. I Q ." a: 0) ; en ~1 III ~ :::) i 8 a: I 6 10 :J: ~ ; S2 i" :J: ~. ~ LEGEND: OLD BOYNTON WEST RD. ,25% ., 4 ' .. PROJECT TRIP ASSIGNMENT , TRAFFIC ASSIGNMENT J CARNAHAN. AND ASSOCIATES. INC. CONSULTING ENGINEERS -17- FIGURE 6 .Future Traffic The t.otal 1995 trafb c vol urnes tor the commerci a) development. are illustrated in Figure '/. The total traffic volumes are the summat.i on t.he assigned pro ject t rat f j c, t.he pr.o ject.ed 1990 background tr~ffic growth and the existing 199i traffic volumes. The fut.ure tr~ftic volumes wi)) be the basis ,tor det.ermining level of service compliance. r.evel of Servi ce Analysis This t.raffic analysis must demonstrate compliance with th~ standards c6ntained in Article V'of the J.99() P;:l.lm Beach CountY"1ide Traffic Performance Code. The Standards con~ist of complyinq wit.h the adapted I eve!. of. -servi ce tor two tes ts': '.Tes t J.' ('Link/ Bui ldout Test) or Alternate Test) (Peak Hour Test) and Test ~(Mode) Test). The following outlines the analysis tor each test: ' 'fest] (I.ink/Ruildout. Test) The analysis consists of projecting the pr6ject's new trips on the maior thoroughfare links within the. proiect'sradius of development. influence and evaluat.inq the level of service tor the 'total traffic. The total traffic 'consist~ ot proiects traffic, existing traffic, background t.rattic and approved projects as of the buildout period. The standard states that the level of service may be exceeded bY,a total of (0%) tive percent of )~ve) of$ervice D. This (5%) five percent consists of the cumulative traffic from all projects permit.ted aft.er February] J J990.' Provided't.hat no one pro;ect may use more than one-tifth ot the five 'percent or one percent. at the' tot.al avaj) abJ e on any } ink l.Ji thi n the project. I s radius of development influence. From tfabl e '?A (Maxi mum Radi us of DeveJ opment Infl uence tor Test 1) of the code, the net trip gener.ation is 98J. trips/day. 'J'herefore, ,the maxi mum radi us of deve} opment. j nf) uence is J mi 1 e and all the roadway links within the 1 miLe distaric~-must ~eet Test :I. Meet.:ing Test. ) consists of- re} aUng the projected tot.a) t.rafti c to the Level of Service D average daily trattic. This could be accomplished by evaluating the projected total t~attjcJ as shown in Figure 7, and the average daily tr.attic tot' Level of Service D as t.abulat.ed in Table JA of the ]990 Palm Reach Countywide Performance Standards. Table lA of the Standards reLates the Level of Service D to t.he facility type as obt.ained from the :PDQ'I' Manua} tor group D. The comparison is outlined in Table 2 as Test 1 Analysis. -18- S. 6th AVE. LANTANA RD. (S.R. 812) .-. g CO Ii .-. "1 i en ~ ., / Clio - ~ ai ... 23.238 U> 36.417 d ..... . . z HYPOLUXO RD. ~ ei ." IX: 0) i en !1 III ~ :) i 8 I a: I ~1 i :J: m ~ ; ~ LEGEND: .. 80.277. TOTAL PROJECTED TRAF-:=IC (ADT) OLD BOYNTON WEST RD. TOTAL TRAFFIC FIGURE .,' N.T.S. CARNAHAN AND ASSOCIATES. INC~ CONSULTING ENGINEERS -19- 7 , ...,-. Table 2 outlines that. Congress Avenue from HypoJuxo Road to N.W. 22nd Avenue exceeds the maximum allowa~le Level of fiervice. The exceedence is due to backqround t.ra1-:t-i c qrowth and not: due to pro;ect's traffic. However, Conqress Avenue is a dir~ctly access link and t.he tot.al traffic will exceed V!C ot J .00. In order t.o contorm with the traffic ordinance, Al~ernate Test 1 was elected and t.he tollowing evaluation out.lines the ~nalysis.' Test 1 (LinkjBuildout Test)(continued) In addition to the above determination, Palm Beach County Tabl e J (Exist.ing. Net.work Defici enci es J 988 "'fest. .,}") was consulted to outline any links that are operatinq below Level of Service D. It. was found t.hat none ot the roadways within the study area were on the list. Therefore, based on t.he above d~termination th~ project complies with Test 1 requirements with the exception of Congress Avenue from Hypoluxo Road to N.W. 22nd Avenue. Alternate Test One Since the. tota). projed,ed t:rath c bnC'ongrE'!.s8 Avenue .trom Hypo 1 uxo Road to N. W. '22nd Avenue e xCBeds the adopt.ed + eve l of service tor test. one, alternate test. one was elect.ed tor analysis instead of test one. Alt.ernate test. one can be satisfied it peak hour, peak season, peak direction total volume does not exceed the allowable level of ~ervi ce as ont.l i ned in Appendi x "n" of F'J10'.l' J.ev0} "of. Servi ce Manua) and the intersection's critical volumes do n0t exceed 1400 vehicles as out 1 ined in t.he Hi qhway Capaci ty Manna) "Pl anni ng Capaci ty "Analysis" section. The p.m. peak hour volumes tor the intersections ot Conqress Avenue with Hypoluxo Road and N.W. 22nd Avenue wete obtained and t.he t.otal traffic was projected tor t.he buildout. year of 1993 of the pro ;ect to inc 1 ude backqround t ra t tic qrowth and p '. rei. peak project. t.raffic. The assignment. of trattic was similar t.o t.otal traffic. The intersect.ions planning capacity analysis are indicat.ed in Appendix "A". As shown. in Appendix "A", Congress Avenue and Hypoluxo Road will have a critical projected iot.al volucie of J393 vehicles which is below the aLlowable 1400 vehicles. The i ntersect.:i on ot Conqress Avenue and N ,.W, L?nd Avenue wi l'l have a critical proiected total volume of 1232 vehicles which is also below the al]o~ab]e ]460 vehib]ps, -20- . I":l u: It) ('t') 0'1 ro- .q< ~-;l 0 0\ ro- r0- m 0.. .-l 0 0 0 0 E-< Qi 0 0 0 0 0, tI) , 0 0 0 0 0 1-4 tI): ('.I ('.I ('t') ('.I t' X O~ 0 0 \.0 0 ('t') rz:l ...:Ii ('t') ('t') .q< ('t') r-l u: 1-4 ...:11&4 It) ("l t' GO \.0 IlC 1&4; ("l r-f r-f ('t') ('t') E-< 1lC; \.0 ('.I "l:l' ("l \.0 O~; .-l GO \.0 ('t') .q< E-< E-<I ('t') ("l ('t') ("l I ui . 1-4, I":ll&4i It) It) ('t') ro- 0\ 01&4' .q< .q< "l:l' ~ .q< 0:: fI( i ("l ("l ('t') r-I ~O:: E-<i i I ...:I' 0 ro- .q< r-f ro- C12( ~ 1lC: GO \.0 ro- O"l GO ~i o E-<~ ('t') 0'1 0 0 It') fI1' to ~I .-l t' \.0 ('t') "l:l' ~) ('t') ('.I ('t') ("l ..... ~! i 1lC: ~ ~! . u! ..:I 0:: 1-4! = 01&4! \.0 GO 1.0 \.0 GO '.c: ...-Ii :r:: 1&4' It') f"'- GO ('.I r-f E-i I U fill: \.0 ('t') .q<' 0'1 ('.I E-i' fill 0::' r-l r-l .q< tf.ll ~ E-<: Cdl' ! E-ti '0\ ; "l:l' 0'1 GO It') I E-t I C'l GO GO \.0 \.0 to E-< i ro- It) It') r-l ('t') 1-4 Q' 0'1 \.0 r-I C'l "l:l' X fI(! ('.I ('.I ('t') ('.I rz:I I I I tI) >t i 0 IlC tI) !:l:: ('.I >< Z Cdrz:l fill ('.I Cd 0' D fill !:l::0 'E-< ...:I ::> E-<i ...:I E-<Q O"Z 1-4 1-4 ~z I 00 z< Zrz:l ...:Ifill ~rz:l I ~< fill 0 0> 1-40:: .> >to ...:10:: u< XE-< zflll i =0:: I ! 0 tI) 0 ('.I x tl)rz:l >< ~i ('.Irz:l D rz:IO D ::> ...:I O::z ...:I 0::' 'Z 00 It') Orz:l 00 rz..: ~rz:I ~fIll 0'1 z> ll.1lC ! .> >to I 01lC >to i Zflll =!:l:: 1-4 t). =0:: I tI) tI) 0 0 >t tI) tI) >< X fill, rz:lrz:l rz:lrz:l ::> ::> ~I 0::0 0::0 ...:I ...:I Cd QI OZ OZ OQ OQ =80 <, ZrzJ Zrz:I ~1lC ~< o fill O! 0> 0> >to >to 1-4'1-40 0:: 01lC 0< =0::: =0::: =0:::0::: -21- The peak hour, peak di recti on vol Ul'Tle was project.ed tor. t.he subiect link to include p.m. peak hour direction traffic, It ~as found t.hat. the nort.hbound approach wi 1 1 have a t.otal t.rat:hc ot 1279 vehicles. Visiting Appendix "n" tor tour Lane divided roadway, t.he maximum peak hour, peak di recti on, of J eve] or servi ce D is 1890 'vehicles. Theretorethe link total traffic of 1279 vehicles will .be below t.he allowable ]B90 vehicles. .. . . . Based on the above determination, the proposed ~roiect will concur with peak hour intersect.ions capacity and link volume peak hour, peak direction capacity and therefore meet alternate test one. Test 2 (Model Test) The analysis consists of obtaining the project's net t.rips as proiected in Test 1, determining the model radius ot development influence from 'fable /R (Maximum Radius of, Development Influence for Test 2) of the code, and evaluating the level of service for the t.ot.al t.raffic. 'rhe tot.al tratbc differs from Test Jbuildout., traffic and is defined as model traffic. Model traffic consists of anticipated t.raffic as assigned by t.he FSUTMS mode) on t.he fut.ure 2010 roadway network resulting from all ~pproV~d (b6th built and unbui 1 t) projects. 8im) ) ar t.o 'rest ], t.he standard al) ows t.h~ level of service t6 be exceeded by 5% of Level.of S~rvice b"pending DO one project. caD ut.ili~e more than 1% ot this ~%. In addit.ion, Test 2 requires all proiects that generate more than 7,000 net t.rips/day to utilize t.he model tor traftic assignment and I,evel of Servi ce determina ti on. Thi s pro i ect does not qen'era te '(,000 net t.rips/day and t.herefore will be exempted from such analysis. Based on Table 2B of the code, the maximum radius of development. intI nence tor t.he qen~rat.ed 98] ve'hi c) es per day is the directly accessed li.nk. 'fherefore Congress' Avenue from Hypol'ilxo Road t.o N.W, //nd ~veDue and Hypo)uxo Road, from Congress Avenue t.o t - 95 mus t dnot' exceed Tefl t 2 capaci ties. The Pa l m Beach County Tab) e (Test 2 - Roadway Capqcj t. y Rxceedences- .1 \Ul e , '] 99)) was consulted to discover that none of the roadway links within 1 mile from the sit.e was on the list. Based on the above determination, the p~oiect complies with Test / requirement.s. -22_ ';'" q CONCI,tHHONS ]\NJ) RF.COMMf':NJ>A'frqNfl. Rased on t.he transportation analysis tor Test I Alternate Test One and Test 2 I the propos Ad commercial development 9t Boynton l,akes con torms . wi t.h t.he est. abl i shed :I 990 Pa 1 m Hea en Count.ywi de Traffic Performance Standards. It isacknow~edq~d, that the proposed development w:ill ut::il:i7.e Alternate Test One in lieu ot Test One to meAt transportation concurrency on the directly accessed link of Conqress Avenue trom HYPo)ux~ Road to ~.W. ?2nd Avenue. Theretore, Carnahan and Associ at.es ' recommends' that a transportation concurrency compliance he granted for the Boynton I,akes Commercial development.. , '" -23- APPENDIX "A" CAPACITY ANALYSIS ..... ----------------------------------------------------, I I I I I I I I I I I -' 7- I I I UJ I I I > I' , I UJ I I , -' 0:: 0::0:: 0:: I I ^ I UJ ";UJ ..; I I cO I , >- Cl .....> ..... I I '" I N I I- 2 20 2 I " ":' --(Xl I ::> I .q. I U I I ..; I N , 0- I ct, <t: ,,-, I ~ ( I ..; I I .., 1,- I '" -' I, U I ~, - C. I ..; " I "'. 1- .. '-Q cr, I l- I I '" C'o I '<t --0 0 '" I => I ..... I l- I UJ I f- I t~ I I ~ I ..; .1 V.. Q) I => , l- I 2 I -' I <n I 0 i' 0 0 0 "_'I I I I > I ,;,j I I I I I I , -' 0 00 I -. C 0 I I ..; 0 00 I c) I '_0 cr, I 0 0 U \""'J'~o:::r 0 -, I. I I I I ,', , I I l- I ,,:: I I I - I 1.....- '- I I 0:: I 0 , ---- \ 0 V 0 0 I V > I I I- I-^ I :r: I I u.. I I I 0 I 'l> I .,( '^ cO I I 0 \ M :;::. 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J'----- ,,' /----' <' N <' - ': : ' ,N ' ' " ' ~'- ~,' ,.",' ~ '" U,' ",,' ~ ,- ~,' ",,' :...~:' ::' : :: ,~,c,: ,,: ,~~ >-" ,_ 0" ':' ,N>-." ,_ u' ~, ' , ,N N ~" ,< :. ,~, ::,,:' :~ ~,N ,>-: ~< >- >-:, ,,: :~ ':>::: ' NM M . ' ,A :' : ~ ~:, J _-,',;:" N~ ~ ~ :, :,:, : :, MO :00'< .' " " :.:~~ < ~:, ~ ' < \ ,:' ';\~ ~ :, :, :'S~g:,~ .:,t:, :, <w~:,:, ',0"": ' " ','S;: ,W~~ ' : ' ' : ,~~u' ' ' ,,~. ,~~W' ' ' "w> , ~ J ~ " ' ' : ' ",%~g, : : ,: , ~ < ~ ' -------------' -~---~------~-------------------------- \ 1 \ \ 1 , \ I \ \ I I 1 , \ .-1,'.1 1 ~ 4 t. \ :> I- S' 0:;0:;0:; .....:... 0"':::> ZZO ? I , \ \ I , I \ 1 I \ \ \ , Z' ,i> I=' >1- (..J ~J " ,~-l (<'. q '" r- '-/ '> c' .'-' >.. \)"j t- tJ' o ...- .t\ ';. ,I) " < , _.J :> \ \ , I , , , I , , , , -----' , \ , , , , , , I _____1 , \ , ...,... ....'tS) y)'oJ:> , , , \ ,"" ,..: ,<..> ,.... ,I- ,.... ,0:; ,<..> , ,<fl I- :l: I \ ....1-,% , co a> , </lZ' , I I , 1 , , , ,+ , , \ -----' , , , 0\('> 0:>'''' N,<f , , , , ,.... ('>l-'<!. ...('>,<..> ..-.....',- ,I- ,'" ,0:; ~ ~ ' <..> \ ,3 I-:l:" -,1-'''' , 0)0)' 3"" \ , , ~o:; NO oJ) '" o' \ "'~I I .( ~. -/ ./ c: \ c; . .(, '- c~. -::t: ,)\ ,.-,' I .~ \ ",-, . ...,' ,-. ", \ ~ \ " ' :~ t1'N \DtS) ~,... y)0:> ('")..- \D , \ , I 1 I \ 1 , I I , , , , \ , I , I I , , I , , \ , I I I , I , , , , , I , \ , 1 , , , I I , I I \ \ ('")0:; ...0 ... CONGRESS AVE & HYPOLUXO RD 12/19/1991 CON&HYP NTERSECTION : YPOLU~O RD @ YPOLUXO RO @ ONGRESS AVE @ ONGRESS AVE 1993 TOTAL CBD?N CTUATED SIGNAL ------------------------------------------------------------------------------ P L A N N ,I N G A N A L Y S 1 S' LANE 1 LAN E 2 LAN E 3 LAN E ' -4 LANE 5, LANE 5 ?P MVM VOL MVM VOL MVM VOL MVM V.OL MVM VOL MVM VOL - - - - _ _ _ w _ --------- --------- --------- --------- --------- E8 L 301 T 284 T 285 R 185 we L 3'31 T :;: 80 T 380 R 210 . / NB L 274 T 455 T 455 R 296 S8 L 145 T 437 T 438 R 224 E-W CRITICAL &81 N-S CRITICAL 712 STATUS. "NEAR " ""'" ~~ i 12/19/1991 CONGRESS AVE & HYPOLUXO RD CON&HYP INTERSECTION : H Y POL U;X 0 R D @ HYPOLUXO RD @ CONGRESS AVE @ ::ONGRESS AVE 1993 TOTAL CBD?N ~CTUATED SIGNAL -------_._-------------------------------------------~--~-------------------~---- T R A F F 1 C & R 0 A 0 W A Y C 0 N 0 I T I 0 N S CiRADE HV ADJ. PKG LN. . BUSES CON F. PEDS PED BUTTON ARR APP (% ) (%) Y /N Nm (Nb) PHF (ped~l.hr') Y/N SEe TYPE ----- -----.--- -------...- ---------- -EB 0 (I N 0 0 0.95 0 N 0.0 4 'B 0 0 N 0 0 0.85 0 N 0.0 4 NB 0 0 N 0 0 0.97 0 N 0.0 4 SB 0 0 N 0 0 0.92 0 ~ 0.0 4 ------------------------------------------------------------------------------- " I ( E 0 M E T R 1 C c / v 0 L U M E S -, ..' LANE GROUPS VOLUME 1 2 3 APP LT TH RT MVM LNS WD ". MVM LNS WD MVM LNS WD ---------------- ---------------- ---------------- ---------------- EB 301 5 &9 185 L 12.0 T 2 24.0 R' 1 12.0 WB 391 760 210 L 12.0 T ~. 2 24 '.0 R 1 12.0 NB 274 912 29 I; L 12 . 0 T 2 24.0 R 1 12.0 58 145 875 224 L 12.0 T 2 24.0 R 1 12.0 .... -----------..------------------------------------------------------------------- S G N A L P H A S N G APP PHASE 1ST MV 2N D MV 3 RD. MV PROT PMSV G. Y+R ----- ------ ------ ------ - - -- - - -- E8 1 L L Q 0 EB 6 T ' .. 'R R 0 0 WB 5 L L 0 0 WB 2 T R R 0 0 "l8 7 L L I., 0 0 ''..1 . B 4 T R R" 0 0 58 3 L L 0 0 58 8 T R R 0 0 -y-- - '~""'" _/19/19':)1 SB TOTAL 1 244 I \ < ' 224 I I , ) '145 v 875 =r: == a:: = = = = = = = = .c.= 1 - - - * 2 '- - - > 1 ---* v HYPOLUXO RD E/W STREET EB TOTAL 1055 301 " -----, 56'3 - - - - - ;> 185 ,..----.-. '" I I I < * INTERSECTION CON&HYP N I W -+- E I s CONGRESS AVE N/S STREET 2 v I I I *) 1\ \1 < * CONGRESS AVE N/S STREET ^ 2 I I I I I , I I I I I ^ 2'10 WB TOT A L 760 13E.l <----- 391 v HYPQLUXO RD E/W STREET *) I I I ' ^ *--- (--- 2 * - - - , v ---===..=====- 1 274 ,(. .- ';'J I '0" 'F I <312 ^ 296 . > I I NB TOTA~ 1482 12/19/1991 CONGRES~, AVE. & NW 22nd AVE. CON&22 lTERSECTION : J 22nd AVE @ J 22 n dO A V E @ )NGRESS AVE @ IN GR E S S A V E 93 TOTAL CBD?N TUATED SIGNAL ._-----------------~-~~'~---------~---~-----------------------------~---------- P L A N N I N G A N A L Y S S I LANE 1 LAN E 2 LANE 3 LANE 4 LANE 5 LAN E 6 P MVM VOL MVM VOL MVM VOL MVM VOL MVM VOL, MVM VOL ., - -- - - - - - - - - - --------- --------- --------- ~- - - - - - - - - --------- EB L 223 T 13(; T 137 R 197 WB L 1 4:3 L 143 T 220 T 220 R 196 NB L 1 G 8 L 169 T 61 7 T 618 R 284 S8 L 35 L 36 T 4 ~I 1 T 452 R 255 E -W CRITICAL 443 N-S CRITICAL 789 STATUS . "NEAR .11 . i? 12/19/1991 CONGRESS AVE. & NW 22nd AVE CON&22 TERSECTION : I 22nd AVE @ I 22nd' AVE @ 'NGRESS AVE @ 'NGRESS AVE 93 TOTAL CBD?N TUATED SIGNAL --------------------------------------------------~--~~---.~---------.---------- T R A F F I C & R 0 A D W A Y C 0 N 0 I T I 0 N S GRADE HV ADJ. PKG LN. BUSES CONF. PEDS P ED BUTTON' ARR ,P P (% ) (% ) Y IN Nm (Nb) PHF (peds/hr), Y/N SEe TYPE ----- --------- - - - - ---------- ---------- EB 0 0 N 0 0 0.90 0 N 0.0 4 I) 0 N 0 0 0.90 0 N 0.0 4 ,,8 0 0 N 0 0 0.90 0 N 0.0 4 SB 0 0 N 0 0 0.90 0 N 0.0 4 -----------------------------------------------...-----------.---.--------------- G E 0 M E T R I C (, / V 0 L U M E S ~> LAN E GROUPS VOLUME 1 2 3 APP LT TH RT MVM LNS WD MVM LNS WO MVM "LNS WD - - - - - - - - - - - - - - - - ---------------- ---------------- ---------------- EB 223 273 197, l.; .. 12.0 T 2' 24.0 " R 1 1'2 . 0 WB 286 440 196 .L Z 24.0 T 2 24.0 R 1 12. 0 NB 337 1 235 284 L 2 24.0' T .. 2 24.0 R 1 12.0 SB 71 903 255 L 2 24.0 T 2 24.0 R 1 1 2 . 0 -------------------------------------------------------------~~--------------- S 1 G N A L P H A S N G APP PHASE 1 S T MV 2N D MV 3RD MV PROT., PMSV Ci Y+R ----- ------ ------ ------ -..-- EB 1 L L 0 0 EB 'E> T R R 0 0 WB !:" L L 0 0 WB 2 T R R 0 0 NB 7 L L (I 0 B' 4 T R . R'. 0 0 ,; SB 3 L L 0 0 SB 8 T R .R 0 0 2/1':)/19'~ 1 I I < ' 255 58 TOTAL 1 22 <;J I I '> ~ 71 v '303 :-===========-== 1 - - - I- 2 ---> 1 - - - * v NW 22nd AVE E/W STREET 223 ,. EB TOTAL 693 273 -----) 197 v I , I I I ,I I I I I I I I I < * INTERSECTION CON&22 N I W -+- E I s CONCiRESS AVE N/S ::;TREET 2 2 v I I I *) 1\ \/ < * I I I 2 CONGRESS AVE N/S STREET " ; 19 G WB TOT A L 440 922 (----- I I I I, I I I I I I 28G v N W '2 2 n d A V E E /W S T R E ET ^ *--- <--- 2 *--- 2 v ...0=_1;1=_==== " *> I I I I I -. ,"If, I I I 2 1 I 12.,5 I ^ J I 337 284 <'. " .> I I , I I .{-J NB TOTAL 1856 S,tatioM N'-'mb.~ YO(iOOClO J. ~ fi 91) \wi St.r't t.1me and Oat_ a 11100 F'M on Tuest 11."1 ... 1 ~. December 90 I1"ltel"'s,ct.1on Loc:~tion I HYPOLUXO-CONGRESU At.; ** * * **** *,** * ***** * **'***** *** ** * * * * * ** ** * * *~ 1(. * * * ** * * ** * ****.** * ** * * * **** * * * * *** * ~ TINE i N'BNO a'eND N/S TOTAl... L'BND W'BND E/W TOTAL.. TOTAL s----....-J,..- ... -........... ... -......- ....-..----..... ....M_..._ -,....--- ---_.....---- ...a.IitI..__ 12115 ~M '2.1 49 76 14 26 42 118 12 I 3'1 AM 22 47 6. 18 23 41 lHI 12.45 AM 69 ze '"94 9 16 25 11~ 1100 ~M 12 10 27 ,S ,14 22 49 , 111 ~ ~M 20 , 29 3- 1(1 13 42 1130 AM 10 . 18 29 ' 1CJ 19 29 ~7 I 1,4~ !AM . ~11 12 2:3 a 11 1<<9 42 2.00 iAM ? 1 14 b 1~ 21 ::S! 211e lAM 2 a 6 7 11 16 20 21~O lAM e 1 15 0 12 itS 33 2a4e lAM 12 1 19 1 8 9 26 I 3,00 lAM 4 10 14 4 61 10 24 =.s115 :AM 4 a 12 2 4 6 18 3130jAM 4 1 5 4 7 11 l' 314ejAM 7~ 4 11 8 e 16 27 3 If) 1'':'' 2 11 '13 26 4100jAM .~ 4Jlft:AM 2, ~ , ,3 e 11 16 4t:3OiAM 3 4 ? 6 12 1S 2' 4,4e:AM 11 " 20 Q 10 16 3"6 e , O() i AM 11 20 31 13 12 20 ,eo elle;AM 13 1~ 20 17 13 30 55 5:30: AM 17 23 40 22 1J. J~ 13 ol4ei AM 2=' 40 63 42 14 56 119 ~.OOI AM 38 47 se !1 .50 101 19b ~ 15! AM 5J 62 l1S 61 37 9a 213 0.30: AM 74 6J 137 7,~ eCI 126 263 6:4e! AM ., 122 21S 132 9~ 227 445 7JO~ AM 1150 1~a 318 163 1"3:1 316 036 7 . .1. ~ AM 216 le" 37:1 21'6 ioe ::$71 146 7,:S0 AM 221 205 42~ 2:38 J.98 436 862 714~ AM 1l!94 227 421 277 le9 436 ' 867 sloq AM 203 2.1.2 415 2:37 1~5 432 847 eJl~ AM 217 200 417 230 164 ~94 811 S,JO AM ~21 152 Z79 lS7 179 366 745 814$ AM 16:2 183 365 185 ' .173 J~e 723 9100 AM 104 193 3~7 146 1~e 304 661 . ,1 ~ AM 171 .2. 01) 321 89 132 ,2.21 e42 9a3Q AM 144 149 293 2\;;' 158, .187 481) q ~ 4 $ AM 178 22B 4(16 12:;! '169 291 697 OIOQ AM 173 199 372 . 116 1~4 2&0 652 o 11 ~ AM 1S0 ~~14 3B4 124 1:2~, 2~3 637 ,(,") 130 AM lS':) 183 :3h3 142 . 162 :S04 6167 C:' . 4 t AM 112 21:5, '3t97 1:27 "90 317 714 1. 0 .' AM lee lac:> 361~ 131 205 336 7C:ll 1,11~ AM le~ 229 414 183 179 362 71' ,1. c:SO AM 1'.' ~()3 402 191 lee 379 iSl , 2(:15 41t-l 22~ ' 192 417 933 1.45 AM 211 :.;z.cb AM' 224 ,~13 437 ~O1 ' ,178 , 379 816 ....._Mlt.....__..__.... ___-4_ _...-- _.__...~ --.......... ---....- flI'I'_..___ ----_...- HR TQTA~ 1\..,337 9192 19~2' 7~7~ 9773 1'7:349 3~a7E - , , . ... . - ." " 'ACTUA.. '5 MINUTE AF'F'RO~CH VOLUME' ,''IN'T$ , Page .. f. * ~* * * * * * * * * * * * * * * * * *....,., * * * * * * * * * * * * * * * * * * * * *'* * * ~.* ** * * * * * * * * * * * * * * * ~ * * * * 6t"t1on Numbe,.. I ()OOOOO121191~1 St~l"'t Time a.nd De. te ..:: , 111 ~IO PM an TuesdeW - 11 Dac:emb~1'" '91) r-ntf!rSection Location 1 HYPOLUXO-CDNG~ESS,AV ' , .********************~*******~************************************************ TIME N'SNO !'EtNO N/S T.OTAL. E'aND W'BND E/W TOTAl. TOTAL ---.........-... ......--- --........- """'...-...----... --_....- ----... ...._---~-......,.j...... ..~--""'"" 12Jl~ ~M 2~3 ,21~ 446 196 194 390 e::-:e 12130 FtM 2~7 ' 22~ 452 170 192 J62 814 1214' p,M 23~ 226 401 170 166 330 ' 797 11 O~. ~.M 203 227 480 164 201 36~ &145 1116 ,IfM 21~ 206 421 194 2 (.l:S 397 81B 1.30 R'M 211 244 4~5 11112 116' 36e 823 114e P'M 240 210 45! 183 1137' 370 e2~ 2 I Cl Cl PM 209 211 42t) 1:59 1"1~ 334 754 211~ F'M 246 1<<;2 4:38 1<;17 192 389 627 :2 1 31."> ~M 2:25 223 448 200 ~42 442 890 2 4! f'M 272 212 464 167 206 3'3 S77 I :; 00 ;M 2J9 193 432 220 25~ 47e ~O, 3 let H 249 24~ 494 27S 234 '~12 1006 3 30 F'M' 243 2:39 4S:Z 201 ,25~ 4e54 9~o :3 4~ PM 280 2::S~ 513 213 240 453 966 4 OC~ PM 274 273 547 1'16 280 o4iS '102~ 4 l' ~M 27' 220 496 203 2b6 469 965 4 30 ~M 235 214 44' 206 304 :-10 ~~9 4 4e PM 293 255 54e 222 317 e~9 1067 5 00 ~M 292 24e- 537 22~ ~O3 528 1~'6~ ~,15 M i2cr! " :?44 e~9 190 ~~~ 022 '1061 -'130 ~M '277 266 ~43 165 34i) 5Z1 1074 .".415 M 276 261 !37 193 ~~7 eeo 1087 0100 F'M 210' 257 ~27 203 301 ~O4 1031 6 11 IS ~M ' 2'$ 231 ' 497 160 26.1. 401 '958 6.30 M 2el 19~ 447 196 266 462 909 4111 4 ~ P'M 211 185 396 171 232 403 79. , a (JO F'M 208 " 222 430 172 210 ' :S8~ 812 7J15 PM 220 198 418 l::se -161 31C? 737 i I 3() PM 180 ' 176 356 1:20 17't 299 655 714S ~M 16B lab 3r!\4 91 i49 240 594 6100 M 1-bl 137 298 104 1~C1 263 561 ell~ M 162 1~7 34~ 11)9 166 27~ 6~4 8:30 PM 164 127 311 61 l~q 240 !!l1 a , 4 ~ PM l~e 112 280 74 239 Jl~ ~9~\ 9 1 c:~o f:'M 157 128 26:1 ' 71 132 ~C)3 488 111:15 PM 170 131 301 ' 84 127 211 512 9. ::Sf) pM 178 lie 296 54 114 16G 4Q4 qr I 4:.1 F'M 162 ~1 253 7~$ 103 176 42' 10.00 PM 128 ,111 239 101 ,.,91 192 4~1 10 115 PM lee 91 2:16 51 94 145 401 10.3(1 pM 121 .7 195 10 e~ '152 347 10145 ftlM eo 74 1S9 5::. 76' 131 29(1 11:0Cl PM 76 ee 134 32 74 1.06 240 111.1.~ PM "7(1 70 141:1 ~.,. 3~ 68 ::206 '.)'.' 11.~O PM 44 39 'e:s 4() 48 88 ' 171 ~",4e 'PM a3.' / '. 50 1(,,13 19 41 61) 1~3 ,00 PM :33 49 82 20 32 !5'? 1:$4 ...... -----.-......-....--- ----- ----- .----- --~...._- ----- --....-- ------ ,4 HR TOTAL 1426'( 13249 27=-16 1(1996 ,J. ~2i9 ~417 ~ , 517';'1 ,. I -- .~--~--_._---~--_._"-_._----_._--