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CONCURRENCY TRAFFIC IMPACT ANALYSIS J ;J I J ~ I I ~ J I :J I I I I :J "J I II WIHCttESTER PROPERTY COHCORREHCY TRfiFFIC IMPACT fiHAL YSIS Prvparvd for THE SEHBLER COHPfllty Prvparvd by PlltDER TROUTHfllt COltSULTlltG. IltC. 23Z4 South Congrvss flvvnuv. Sultv 1H Wvst Palm Bvach. FL 33406 (561) 434.1644 #PTC04-022 May 14. 2004 m. I. I. I. . . I. II , I I I II I .1 II I. . II I: WINCHESTER PROPERTY CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed mixed-use development within the City of Boynton Beach. The purpose of this study is to determine if the proposed development meets the requirements of Article 12, Traffic Performance Standards, of the Palm Beach County Unified land Development Code (UlDC). Site Data The site is located in the northeast quadrant of Congress Avenue and Old Boynton Road as shown on Exhibit 1. Access to the proposed project is via two (2) driveway connections to Congress Avenue and Old Boynton Road. Year 2008 conditions were examined for this analysis. Existing (2003) Traffic Conditions The 2003 peak season two-way peak hour volumes for the surrounding roadway network as compiled by the Palm Beach County Traffic Division were utilized in this report. Traffic count data is included in Appendix A. Project Traffic Trip Genera~ion The daily trip generation rate used for this project was from Section 10.8, Fair Share Road Impact Fees, of the Palm Beach County UlDC. The Institute of Transportation Engineers (ITE), Trip Generation, 6th Edition was the source of the peak hour trip generation rates. Exhibit 2 provides the daily, AM and PM peak hour trip generation data for the proposed development. For Traffic Performance Standards purposes, based on the net new external peak hour trip generation of 1,400, the Test 1 radius of development influence is four (4) miles. The Test 2 radius of development influence is one (1) mile. Report 04.022 5.14-04 I I I I I I I I I II I I I I I I I II II Trip Distribution and Assignment A directional distribution was developed based on a review of land use patterns and existing travel patterns and is shown on Exhibit 3A for the residential component and Exhibit 3B for the commercial component. Exhibit 3C shows the assignment of peak hour project traffic as well as the project impact percentage (0/0 of two-way peak hour service volume). Future Traffic Conditions Roadway Improvements A review was undertaken of the Transportation Improvement Program from the MPO of Palm Beach County and the Palm Beach County Five Year Road Program. Congress Avenue from Melaleuca lane to Hypoluxo Road is scheduled to be widened to six (6) lanes in 2005 and 2006. Background Traffic Historic growth trends and Major Project traffic must be analyzed in the projection of future background traffic volumes. Historic growth data is provided on Exhibit 4 for the surrounding roadway links. Major Project data, compiled by Palm Beach County, was also reviewed. Numerous projects were considered in the projection of background traffic. Committed development data is provided in Appendix B. Total traffic includes existing traffic, Committed Projects' traffic, historic growth and Project traffic. Where there is substantial Committed Development traffic, a 1 % historic growth rate was also applied. Traffic Performance Standards Analysis Test 1 (Intersection Analysis) Major intersections at the termini of the project accessed link are required to be analyzed and major intersections for which a proposed development adds more than 100/0 of the total traffic on any link connecting a major intersection are required to be analyzed. The intersections of Congress Avenue with Gateway Boulevard and Old Boynton Road were Report IJ.I-022 5-14-04 2 I I I I I I I I I I I I - I ,- I I I II analyzed and the intersection of Old Boynton Road with Boynton Beach Boulevard was analyzed. The intersection analyses are included in Appendix C. All intersections are projected to operate at the adopted standards with proposed improvements as shown on Exhibit 5. Therefore, the intersection requirements of Test 1 are met. Test 1 (Link Analysis) The second part of Test 1 examines if any roadway links required to be analyzed are projected to operate below adopted level of service standards. Roadway links with a project impact greater than 10/0 of the lOS D are required to be analyzed. Exhibit 6 shows future two-way AM and PM peak hour traffic conditions for the analyzed roadway links. The following links are not projected to meet the two-way peak hour standard with programmed roadway improvements. <$> Gateway Boulevard from Congress Avenue to High Ridge Road - AM and PM. <$> Old Boynton Road from Congress Avenue to Boynton Beach Boulevard - PM only. <$> Boynton Beach Boulevard from EI Clair Ranch Road to Military T rail- PM only. <$> Boynton Beach Boulevard from Old Boynton Road to 1-95 - PM only. <$> Boynton Beach Boulevard from 1-95 to Seacrest Boulevard - PM only. <$> Congress Avenue from Gateway Boulevard to Old Boynton Road - PM only. All other roadway links are projected to operate at the adopted two-way peak hour standard. It is proposed to widen Gateway Boulevard from Congress Avenue to High Ridge Road to a six (6) lane divided facility and Old Boynton Road from Congress Avenue to Boynton Beach Boulevard to a five (5) lane section. Optional Analyses i and ji were examined for the other links. Report04-0225-14.04 3 I. I I I I I I I I I I I I . I I I I II Optional Analyses i and ii - Link Analysis Exhibit 7 A provides the peak hour directional analysis for the analyzed links. The links of Boynton Beach Boulevard from EI Clair Ranch Road to Military Trail and Boynton Beach Boulevard from Old Boynton Road to 1-95 meet the Optional Analysis i standards. The other links of Congress Avenue from Gateway Boulevard to Old Boynton Road and Boynton Beach Boulevard from 1-95 to Seacrest Boulevard meet the Optional Analysis ii standard. Optional Analysis ii intersection analyses are required. Optional Analysis iii - Intersections The intersections of Congress Avenue with Gateway Boulevard and Old Boynton Road and the intersections of Boynton Beach Boulevard with 1-95 and Seacrest Boulevard were analyzed and are included in Appendix C. All intersections are projected to operate at the adopted standards with proposed improvements as shown on Exhibit 7B. Therefore, this project meets the requirements of Test 1. Test 2 (Model Test) Test 2 examines traffic conditions based on model projections that are developed and maintained by Palm Beach County. No roadway links within the one (1) mile radius are Test 2 deficiencies; therefore, the requirements of Test 2 are met. Driveway Volumes AM and PM peak hour project driveway volumes are provided on Exhibit 8. Right turn volumes warrant separate turn lanes at each entrance on Congress Avenue. Southbound left turn lanes exist on Congress Avenue at the project entrances. For the Old Boynton Road driveways, right turn lanes at the proposed access points are warranted. Project Phasing Building permits have to be phased to the commencement of construction of the Congress Avenue, Gateway Boulevard and Old Boynton Road improvements as shown on Exhibit 9 and outlined on the following page. See Exhibit 9 for phasing calculations and phased land development scenarios. For Report ().I-022 5-14-04 4 I I I I I II II II II I I I 'I II I I II ,I II II those improvements that are not considered assured construction, the developer will provide a letter of commitment to post surety for those improvements. o No building permits for development generating more than 600 new external PM peak hour trips prior to the letting of the contract for the six (6) laning of Congress Avenue from lantana Road to Hypoluxo Road. One potential development scenario includes 1,120 multi family dwelling units and 35,000 SF of retail. o No building permits for development generating more than 602 new external PM peak hour trips prior to the letting of the contract for the widening of Gateway Boulevard from Congress Avenue to High Ridge Road to six (6) lanes. One potential phased development scenario includes 1,120 multi family dwelling units and 35,000 SF of retail. o No building permits for development generating more than 784 new external PM peak hour trips prior to the letting of the contract for the five (5) laning of Old Boynton Road from Congress Avenue to Boynton Beach Boulevard. One potential phased development scenario includes 1,120 multi family dwelling units and an 186,500 SF Target. o No building permits for development generating more than 1,000 new external PM peak hour trips prior to the letting of the contract for the widening of Congress Avenue from lantana Road to Hypoluxo Road. One potential phased development scenario includes 1,120 multi family dwelling units, 35,000 SF of retail and 186,500 SF Target. Conclusions This analysis shows that the proposed development meets all of the requirements of the Traffic Performance Standards of Palm Beach County with phasing to the programmed and proposed roadway and intersection improvements. Report 04.022 5-/4-04 5 I I I I I I I I I I II II I II I. I I I I I EXHIBITS [ lANTANA ROAO HYPOLUXO ROAD a < 0 ~ tJ 0 ~ I 0 I / GATEWAY ROUI.~VARD / I'SITE I OLD BOYNTON ROAD =\ BOYNTON BEACH BOULEVARD ~ ~ 0 r ~ u 0 5 ~ J: < z ~ 0 ~ . 5 ~ ~ < . g " tJ . . ~ ~ ~ ~ . u ~ z U ~ 0 ~ U WOOLBRIGHT ROAD GOLF ROAD (SW 2Jru AVENUfI J ! I 0 I I I I I I I . ~ II I II I II I. I I I . I WINCHESTER I II NT.S. [ 05/13/04 04-022 ~ EXH IBIT 1 PROJECT LOCATION I I "'...~... q~.'io (;;:;:;9.... ~ 5i ~ ~ . N. . 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I 3% [ 1% 0% LANTANA ROAD 10% 5% N.T.S. 1% 0% 2% 1% 1% 1% 1% HVPOLUXO ROAD 2% 9% c 1% 10% < 2% 0 1% 5 a 1% ~ 14% I u J: 5% 3% 1% 3% 6% 1% GATEWAY BOULEVARD 25% 0% 2% 1% 21%~ SITE 2% [ 28%. 26% 0% 2% 9% :I&J ~ 24% Ot D BOYNTON ROAD 2% 0% 1% 19% 3% 3% 4% 1% 21 % 8% 5% BOYNTON BEACH BOUlEVARD ~ ~ a I ., 2%~ u a 2% J: 0%2 11% ~ ~ < 13% . ~ . tJ ~ . g " 1% ~ 3 . ~ . . . u ~ z ~ 0 u u ~ 1% 1% 1% 2% 1% 1% WOOLBRIGHT ROAD 6% 10% 1% 0% 0% 0% 0% GOLf ROAD (SW 23rd AVfNlJ1J 5% 1% 05/13/04 04-022 1 EXHIBIT 3A IpTCI PROJECT DISTRIBUTION - RESIDENTIAL WINCHESTER - I 0 2% [ 2% 0% I.ANTANA ROAD I 7% 3% I 1% 1% 5% 1% N.T.S. 3% 1% 3% 1% 0% 1% I HYPOl UXO ROAD I 4% 0 1% 12% < 2% 0 I 5% 2%~ 0 ~ 1% 9% I ~ I I 5% 2% 14% 2% 8% 13% 1% I GATEWAY BOULEVARD 16% 1% I ~ 1% 2% SITE 0% [ 21% 0% I 2% ~ 15% m D BOYNTON ROAD 5% I 0% 1% 27% 12% 6% 3% 7% 8% 9% 1% BOYNTON BEACH BOULEVARD ~ I ~ a I ., 2%~ u 0 1% J: I 1%~ 14% ~ 5 " < 6% . << tJ ~ ~ 0 g 1% . ~ II ~ << . . . u U . z ~ 0 ~ u I 2% 4% 2% 2% 1% 0% WOOLBRIGHT ROAD I 4% 7% 1% 1% 0% 1% 0% I COlf ROAD ISW :Brd AVfNUf) 2% 1% I 05/1 3/04 04~O22 I WINCHESTER I EXHIBIT 3B Iprel PROJECT DISTRIBUTiON - COMMERCIAL il I .PTC04.(}l1 )/14/'201)04 p,,'I"<'I^""w>04..onS.U.o4jo I Exhibit 3C Winchester Project Traffic Assi~nment I I Projed:Traff.c R~I Commerrial 1"'-" T"....I I05D histinJ: 392 l'eakHour '008 PEo~kHour Project Project """'" Ro.tdwav link ,,~ "Di5t Trios "Di5ll Trips Trinr. Im.....ct VoIurtJt" lant.lnAROdd LaWl'l.'1ln' Rd. to Con A~. 'LD .. . 2% '" " 0.53% mo Coner~ Ave to HiPh Ridpe Road 'LD "" 0 "" 0 0 0_ mo tl.M'rllinRwdlDMili TrAil 6lD .% . '" 30 " 0.75% "'0 Mi~ta Tt.ullDl~Rd. 6lD "" 0 1% 10 10 0.22"- "''' HypoluxoROdd l;swrenee Rd. tuCon A~. 61D '" . ,% 30 '" 0.84".4 4550 Cn<o ~^~toHi Rid Rood 6ID '" . 1% 10 I< 0.3'" 4550 HI Rid Ro.:td to 1.'.15 'LD 1% . "" 0 . 0.09% mo 1-95 to SeaaE'$l BouIev,ud 'LD .% . ,% 10 H 0...6% 30'" Iol! Road to [I Clair R.mch Ro-wi 'LD .% . '" '" " 0.53% "'0 H Od;r Ranrn Road 10 Milita Trail 6lD 1% . '" 20 " 0.53% 4550 IWlilalvTrail to La.....wfl('eRd. 6LD ,% 12 '" " 93 2.04% 4550 taWl'en<:eRd.toCon ~^ve. OlD ,% " l3% '" '" 3.41% 4550 Gateway Boob,ud COOl!I'ess AV(> to Site <to .. . .% 10 H 0.-46% 3020 Site to Hi Rid Road <to 21% " H% HI m 7.38% 3020 Him Rid1'l'Rcwdto !-<)S 6lD 1<% 55 '" 9. ,.. ].21" 4550 I-9SIOSfo.;nt>..d:6Ivd lL 51' 20 5% 50 " 2.32% 30'" s..~BlvdlOfcda-aIHi..nw.lv lL 3% 12 '" '" 32 1.06% 3020 MiIiLl Trail to lawreoce Rd. 4lD 2% . '" '" 20 0.93% 3020 OIdBU'f'\tonRd lawreoce Rd. to Con Ave. 4lD '" 35 ,"" 101 136 '.50% 30'" Cn<o pssAV(>!O tDn&-.lchBIvd 2l ,,% .. 15% 15. 245 17.63," 1390 ROoldlOllG.iirR.1ndlROold blO '" 8 3% 30 J8 0.34% 4550 EI OIir Raod1 Road 10 Mi Trail 610 3% 12 '" 71 " U'" "50 Miijta tr.aiIIoLawrencrRd. 61D 3% 12 .% " ., 2.04," "50 \loyn1on1W~chB'"d l~Rd.toCnn ^~ OlD .% " '" on '07 2.35"/0 4550 CooP.re;s Ave 10 Old nlonll:O.Jd 610 ,% . .% 10 I< 0.4(,," 30'" Old too Road tol..-9S OlD 21% " 12% 12' 20' 4.46"/0 4SS0 1-9S Io~...a Souk-vMd 4lD .% J1 ,% '" 91 3.01" 3020 ~BouJev.lrdlofederalHi - .lD 5% 20 3% 30 50 1.66," 30'" Milild TrdilloL.IIWfena!Rd .lD ,% . '" '" " 0."" 30'" l.J~Rd.to P.S!;Ave. 4to 1% . .% .. .. 1.46% 3020 Woolh..ight Road Cn<o e;sAvetol.95 OlD ,% . '" 20 " O.B~ "50 1.95 to Seaaesl 8ou~,mj <to 3% 12 '" 20 12 1.06% 3020 Se.1crest Boulev.llrd to FMPrill Hi - <to 1% . '% 10 I< 0.46% 3020 E.isloif~.IItHi . <to 1% . "" 0 . 0.13% 3020 '" Trail tD Con A~~ 2l "" 0 "" 0 . 0._ "90 CoIfRo.ld Cool!ressAY("n~toI..-95 2l "" 0 .% 10 10 0.72% "90 1-95 to Seacr~ Bou~ard 2l "" 0 "" 0 0 0._ 1390 lanLII1,J. Road tn HvooIUl<o RO.Jd biD "" 0 1% 10 10 0.22% "50 11 Ul(O Road lu Carew. Boulevard OlD '" . 5% 50 " 1.27'% "50 MIlitary lfoiil Gat{.'W;JV ~d to Old &M1tun ROdd OlD '" . 1% 10 " 0._ "50 Old Ox> ....'" o-n.W 61D "" 0 "" 0 0 0._ "50 Be.a.:hRM::IIOWooIbri Rwd 6lD ,% . .% 10 I< 0.31"- "50 H )(l/u~oRoadtoGaI("Wil Boull>vard 4lD 1% . 1% 10 I< 0.46% 3020 lawr~"l(:e Road e..~. Bou~ard to Old nlOnRoad 4lD 1% . '" 20 " 0."" 3020 0" ntonRoadto tooBt<.adlBIvd 'lD 1% . 1% '0 I< OA6% 3020 1On8<>..adlBh.tdIoWooIbri Rwd "D "" 0 1% .0 10 0_33% 3020 Malek-uGal;lI'lefOlanbl\ilRoad .lD 3% 12 '" 20 32 1.06% 3020 l.Jntal\ol. Road w lAoRlMIJ <to 5% 20 5% 50 ,. 2.32% 30'" >Oluxo~toG.i f\oo.,kv.ud blD I"" 39 .'" '" '''' 3.52% mo e........ Boulevard 10 Site 'lD 21% " "" 291 '" 8.22% "50 Congr($';Avenue Site to Old _Rwd OlD 20% 110 ,,% '" 453 9,%% mo 0" ntonRoadto Ion Beddl Blvd '00 '9% " ,,% 272 '" '''"' 4550 ton Be..Jch Blvd toWoolbri Rwd 6ID 11% " 1<% 1<. ... 4.04% "50 Woo/l.lri ltRo.ldlOGo/fRwd 6lD ,% " '% .. " 1.41'" 4550 CoIfRo.w:lWLM,elda R<Yd OlD 5% 20 '" '" .. 0."" "50 High Ridge Road lantana Road to =Rwd 2l "" 0 ,% 10 " 0."" 1390 H lPCO RoadloGatewa Boulcv,)rd 2l 1% . 2% 20 " 1.73% 1390 H uxoRoad 10G.l BouIPv..rd 4lD '" . 2% '" 20 0.93"" 3020 c.,~ """'" .""""""" "D "" 0 .% .0 10 0.33"" "'''' St-.HTeSt 8ouIN..rd Be.Id1BIvdIDW Rwd "D '" . '" 20 20 0.93% 3020 wrobri t Road to Golf Rood 4lD .% . .% 10 I< 0.46% "'''' CoIfRoadIoGe:lr """''''''' 4ll) 1% . 1% 10 I< 0.46% 3020 f uxo Road tD G.ltiWa Boulev..rd <to ,% . 1% 10 I< 0.46% 3020 US-l e..1~ Blvd to ltunBe,)chBlvd 'LO 2% . 0% 0 . 0.26% 3020 ton BeJch81vdto WooIbri tRooK! 'LO 2% . 1% 10 " 0""' 3020 L.lntalldRo.ldlU .... GE" ."" 39 ,% 30 69 0.57% 12200 oR~toG.lh: flouIev.rd "" '" J5 .% .. 75 0.61% 12200 1.95 C. """'" IDn8e..xf1BIYd of)( "" 0 "" 0 0 000% 12200 ton~,)chBlvdloWoo/bri Rwd GE" 13% 51 ,% '" 11' 0.91% 12200 WooIbri Road loAtI.1ntic81vd GE" '" J5 ,% 71 '06 0,67~ 12200 I I I I I I I I I I II II I I II '. Exhibit 4 Winchester Historic Growth I'PTrn..-o22 gro"...u.04-o22~'J.{\<Ijo "''''''"' I I Oai TraffIC Volumes Crow<h Ro;odw;o, 2000 2003 .... lantana Road Lawreou> Rd. 10 Congress Ave. NlA 45,730 IYw Congrt~ ^ve to Higt! Ridge Road 34,169 41,982 7.11% !ye;J( HypoIuxo Road fy.veffiill Rd 10 Military Trail 22.359 25,166 4.02% lYeJr Military Tr.lil 10 lilWn"na" Kd. 29,610 32,955 ].40% Nedr lawrellCl' Rd. to Congre.s Ave. 31,741 28,596 -3.42%/Year Congress Ave to 1-95 37,175 38,256 O.%%/year 1-95 toSeacresr Blvd 32,1% 34,763 2.59%/Year Gall'wayBoulcvard log Rd to Military TI3i1 12,809 16,971 9.83%/Yc,u Mllibry Trail 10 laWlence Rd. 21,M1 25,252 5.28% /Year lawll'flU> Rd. (0 Congr~ Ave. 27,973 30,922 3.4o%/year Con~ Ave 10 High Ridge Road 28,628 31,838 3.61% Near HIgh Ridge Road 10 1.95 30,0]1 ](,,274 6.5O'l'oNear 1.95toSe.xrt'Sl:6ouIevard 21,478 24,279 4.17% Near Old Buynton Rd Military T fail to Lawrence Rd 15,888 18,78] S.74%/VNf Lawrence Rd. to Congress Ave. 18,654 22,301 6.13% (Year Congr~ Ave to Boynton BeadJ Blvd 12,656 12,861 O.54'%,f(ear Boynton Ilt-....dl Blvd log Road to rl Cbir Rarxt. Ro."td )],167 ]9,]90 5.9O')::.f(f!<.If U Cbir Ranch Road to Military Trail ]7,1&8 43,300 5.29'%{Vear Military Trail to Lawrence Rd. 31,748 40,802 8.72,./'fear Lawrence Rd. to Congre!i~Ave. 32,223 40,530 7.<J5':'/'fNr Old Boynton Road to 1-95 43,117 45,692 1.95'%./'fear 1-95 to 5e.K:n'St Bouk.V.lfli 30,765 34,330 3.72'%./Yt'..u 5f>~ Boubmd to roo,;.,.alllighway 14,&87 18,951 8.8r.4/'(ear WooIbrightRd MilitaryTrailtuC~Ave. 24,278 26,921 3.5l>>'/'fear Old f4crtnton Rcud lo 1.95 36,722 44,979 6.9'J%/'fcar 1.951oSe~floukov,lrd 37,261 39,710 2.14%/'fedr Sed(TeSl Boulevdrd loA1A 16,384 12,226 -9.JO%/'fe.J.r Golf Road Mili!.1ry lrJi/to Coogre!.~ Avt.'fl\!e 11,589 13,370 4.88%/YPdr ~^W'Ot..tol.95 13,611 15,145 3.62"/'fpar l--9.llnSP~ Hnuk.>,wd 12,639 17,379 11.20",(,/'(&lr Military Trail l."mt.lIla Road to HypoIuxo Ro.Kl 34,79-1 37,509 2.54'%,/'f<:4r HypoIUl(o RCMd to Galeway Boultovard 31,983 37,052 3.95%/'(f'ar Gateway Boulevard 10 Boynton Be.id1 Blvd 36,074 NlA /'fN.r Boynton 1W..Ki1 Blvd to WooIhright Road 37,051 42,920 5.02"/'fear laWft'nCl"Rd HypoIuxo Road to Gatf"Way Boulev.lrd 13,842 15,444 3.72"/ypar GII<-way Ho...ll"Vard 10 Boynlon 1Wd<:h BM:! 13,754 15,311 3.64% /Year Boynton Beach Blvd to Woolbright Koad 8,374 8,726 1.38";ffNr Congn-M ^\/efK)(" M.alek-uca L.lne to untan.a Road 33,532 ]9,012 5.1~/Yf!<.Ir Lantana ROoJd to HypoluJ<o RwJ 23,902 30,174 8.08'" /Yr>.ar HypoIuxo Ro.Id 10 Gateway Boulev.J.rd 27,215 ]5,205 8.%%/Yeal GateYlay Boulevard to Old Boynlon Road 33,917 45,068 9.94% /Year BoynIno &-..od1 BW III WooIbrigh( Road 33,424 ]3,240 -O.l~!Yc.1I Woolbright Road to C.oIf Road ]5,590 34,897 -O.65"/year Golf Rood to lake Ida Road 34,326 39,570 4.85"'/YCdr High Ridge ROoJd HypuluJ<O Road to Gal<-way Bouk>vard 5,552 S,SY2 0.24%/Y(,dr ~ Boulevard Hypoluxo Road to GalPway Bouk"Vard 14,477 10,124 -11.24%/Year Gall.......lY Boull'Vilf<:1 to BoyntOl'l Bead. Blvd 13,714 14,917 2.84% /Year Boynton Beach Blvd to Woolbright Road 17,056 17,610 1.07% /Year Woolbright Rwd to Golf ROild 20,595 23,]25 4.24% /YeiJr US 1 (federal Highway) I typoIlIJ<O Rood to Gateway lloulcvdtd 16,881 20,889 7.36"; /ye.J,r Gateway Boulev,m::l to Old 6oyntoo ROiHi 19,353 24,627 8.36%/Yea, Boynton Bedch Blvd to Woolbright Rood 25,997 29,466 4.26'%./Y('ar Areawide 1,248,8% 1,414,681 4.24'%/YNr I I I I I I I I I I I I I I I I I I ~g ON ~" :;;5i ~ o ~ o ~ I !! I I I I I I I I I I I I I I I I s ~ '0; ;: ~ ~ 0( ~ a .., u ~ ~ B '" ~ ~ ::~ -'" u ~ 1: .: v: ~~~ p- '" ; u . 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C V) ... 3(, (83) '" + 6597 f .~ 9995 94 (161)t J 105 (203) I "- ;;: t30 (80) ~ <Xl 94 (229) N + 7664 f ]t t 57 (184) OLD BOYNTON ROAD 15 (44) t w ::l Z w > LEGEND < V) V) 81 - AM PEAK HOUR w '" (242) - PM PEAK HOUR 0 z 7664 -ADT 0 u s. ~ 05/14/04 04-022 WINCH ESTER EXHIBIT 8 PROJECT DRIVEWAY VOLUMES ~ I I Exhibil 9 Winchester Phasing Analysis I I Congress Avenue - Six (6) Laning from lanlana Rd 10 HypolllXO Rd I Impact on Congress Ave north of Lantana Rd I % Assignment to link Phdsed Volume Allowed on link ( 1% of 3020) Phased New External Daily Trips Allowt.-d (30/5%)1 5')(, 30 600 I I Gateway Blvd - Six (6) laning from Congress Ave to High Ridge Rd I PM Peak Hour Volume 2,661 3,496 359 835 43')(, 1,400 602l I Existing Year 2008 Reserve (1400 - Existing) T atal Growth % Growth Allowed ( ReservefTolal Growth) Net New Ex1emal PM Peak HOllr Trips Generated Phased New htemal PM Peak Hour Trips Allowed~ I I Old Boynton Rd - Five (5) laning from Congress Ave to Boynton Beach Blvd I PM Peak Hour Volume 1,111 1,610 279 499 56% 1,400 7841 I Existing Year 2008 RcS(~rve (1390 - Existing) T atal Growth % Growth Allowed ( Rcserve!Total Growth) Net New External PM Peak Hour Trips Generated Pha..<>ed New External PM Peak Hour Trips Allowed' I I Congress Avenue - Six (6) laning from Melalellca lane to lantana Rd II II II II Impact on Congress Ave north of Lantana Rd % Assignment to link Phased Volume Allowed on link ( 1% of 3020) Phased New External Daily Trips Allowed (30/3%)1 3')(, 30 1,000 I #PTC04~22 5/16/2004 link phasing 04-022 5-14-04 aLxls Page 1 of 1 Development Scenario (1) Residential - Multi-Family Retail Development Scenario (1) Residential - Multi-Family Retail Development Scenario (1) Residential - Multi-Family Targ(~t Development Scenario (1) Residential - Multi-Family Retail Target (1) Reprt..'Senls only a potential development scenario. Other land uses mixt.-"S could be developed. 1,120 DUs 35,000 SF 1,120 DUs 35,000 SF 1,120 DUs 186,500 SF 1,120 35,000 186,500 DUs SF SF I I I I I I I I I II .1 I II I I II II I I APPENDIX A '--. I I I I I I I I I I II I II I I I I I II JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Horsham, PA 19044 Site Code: 4665 Change These in the Preferences Screen Station 10: LANTANA RO 450' W OF CONGRESS AVE Start OS-Feb-03 EJA Hour Totals W/A Latitude: 0' 0.000 Undefined Hour Tolals Combined Totals Time weO Momin.9, Afternoon MominCl Afternoon Morning Afternoon Morning Afternoon Momino Afternoon --;'2:00 64 324 36 304 100 628 12:15 45 353 30 284 75 637 12:30 46 313 37 304 83 617 12:45 34 319 189 1309 22 314 125 1206 56 633 01:00 32 293 17 347 49 640 01:15 31 337 23 309 , 54 646 01:30 22 319 17 329 39 648 01:45 - 17 , 380 102 1329 15 316 .. 72 1301 32 696 02:00 15 346 11 359 26 705 02:15 24 381 11 372 35 753 02:30 20 335 14 343 34 678 02:45 11 398 70 1460 16. 371 52 1445 27 769 03:00 17 459 :~~~ 33 869 03:15 16 462 ,- .. 31 848 " 03:30 18 440 28' ..~ 371 46 817 03:45 11 484 62 1845 19 ...;~ 378. 78 1551 30 862 04:00 9 497 21 368 30 865 04:15 13 529 23 ~ 349 " 36 878 04:30 11 545 38 392 49 937 04:45 10 ",,';-'$1i' 43 2082 27 387 109 1496 37 -6981 05:00 21 ;'<'..583 66 360 87; " 943~ 05:15 24 2'-. ~~554 66 408 90 962 05:30 34 ~~djo.1 106 359 140 L.. ... 960J 05:45 69 459 148 2197 137 388 :;'-' 375 1515 206 847 06:00 73 496 193 330 266 826 06:15 154 453 291 375 445 828 06:30 230 405 313 354 543 759 06:45 315. 440 772 1794 423 308 1220 1367 738 748 07:00 f~!r4 357 471 265 818 622 07:15 :-f1P;358-,': 374 -1 219 -913" 593 07:30 J~ ~:'3181 300 ~ ~662 196 ~ 9801 496 07:45 L...-~" 290 1367 1321 ~ -~ 155 2356 835 1012 445 08:00 280 262 169 .:!:;:; .831.. 431 08:15 306 222 476 157 782 .. 379 08:30 244 278 469 146 713 424 08:45 258 237 1088 999 448 173 1944 ..., 645 706 410 09:00 233 252 388 159 621 411 09:15 248 240 322 142 570 382 09:30 244 187 336 116 580 303 09:45 220 .. 152 945 831 337 121 1383 538 557 273 10:00 249 168 309 100 558 268 10:15 247 172 308 100 555 272 10:30 270 118 352 98 622 216 10:45 298 105 1064 563 307 101 1276 399 605 206 11:00 234 96 313 92 547 188 11:15 264 103 280 69 544 172 11:30 327 73 270 52 597 125 11:45 295 54 1120 326 303 37 1166 250 598 91 Total Percent Combine d T olal Peak Volume P.H.F. 6970 30.3% 23026 07:00 1367 0.955 10156 44.7% 12548 55.3% 17126 28604 37.5% 62.5% 45730 07:15 04:45 3736 3763 0.923 0.978 16056 69.7% 22704 07:15 2436 0.912 03:00 1551 0.946 04:45 2249 0.936 I I I I I I I I I I I I I I I I I I II Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 S~e Code: 000000004623 Station 10: LANTANA RD 465' E OF CONGRESS AV Start Os-;'et><J3 E/A Hour Totals WIA Latitude: A. 0.000 Undefined Hour Totals Combined Totals Time Wed Mom"" Afternoon Mominn Afternoon Mominn Afternoon Mom'" Afternoon Momino Afternoon 12:00 38 277 59 293 97 570 12:15 36 314 42 326 78 640 12:30 32 297 42 314 74 611 12.:45 c 23 323 129 1211 '28 266 171 1199 51 589 01:00 19 310 26 292 45 602 ,.;, 01:15 19 " 360 25 289 44 649 01:30 15 339 19 316 34 655 01:45 14 304 67 1313 14 316 84 1213 28 620 02:00 13 334 13 329 26 663 02:15 15 354 17 335 .. T:: '"" 32 689 02:30 11 354 13 310 24 664 02:45 19 339 58 1381 5 378 48 1352 24 717 03:00 12 394 20 411 32 805 03:15 ,;. 16 413 20 428 36 841 03:30 30 390 9 434 39 824 03:45 15 355 73 1552 12 420 '''." 61 1693 'll 775 04:00 22 327 13 425 35 752 04:15 18 367 11 450 29 817 04:30 34I'HtlI' 14 430 48 808 04:45 ~,~~~: " 101 1482 , ,;,9 411 47 1716 36~~1 05:00 26 ~~.m 84 IU3 05:15 67 ~414 37 .." ""459 104 .' 873J 05:30 90 341 ~~t",~ ;: 130 t.. 837. 05:45 129 340 344 1461 176 1862 202 770 06:00 154 341 81 467 235 808 06:15 " 223 319 c 136: 368 359 687 06:30 279 343 254 389 533 732 06:45 311 293 967 1296 284 354 755 1578 595 647 07:00 364 271 -73311 313 700 584 07:15 , - 'I-U' 217 '''_ !e,' 324 273 ~iil" 490 .~),~~*~ -1 ;(iZ;i ";" B32' 07:30 ,;; ~".,--tip8 179 ~~"'" 3Sf 252 "!.;i..;;",:. .. 431 07:45 ., 508'. 161 1794 828 _''':'''''394!". 208 1408 1046 ' 902' 369 08:00 ~-'4': =4581 161 333 206 .....7911 367 08:15 391 158 281 186 672 344 08:30 403 159 242 215 645 374 08:45 375 145 1627 623 268 207 1124 814 643 352 09:00 323 153 244 191 587 344 09:15 316 134 211 179 527 313 09:30 288 126 260 163 548 289 09:45 308 119 1235 532 209 131 924 664 517 250 10:00 306 101 202 141 508 242 10:15 335 95 237 139 572 234 10:30 316 88 247 103 563 191 10:45 310 83 1267 367 280 94 966 477 590 177 11:00 293 84 242 87 535 171 11:15 308 72 286 99 594 171 11:30 298 66 287 51 585 117 11:45 351 36 1250 258 282 54 1097 291 633 90 Total 8912 12304 6861 13905 15773 26209 Percent 42.0".. 58.0% 33.0% 67.0% 37.6% 62.4% Combined 21216 20766 41982 Total Peak 07:15 04:30 07:00 05:00 07:15 04:45 Volume 1888 1568 1408 1862 3293 3374 PHF. 0.929 0.947 0.893 0.939 0.913 0.966 I I I Start Time 12:00 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 '. 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 I I I I I I I I I I I I I Total Percent Combined Total Peak Volume PHF. 'I I I I 03-Feb-03 E/A Moo MominQ Atlemoon 16 164 22 176 13 166 11"' 163 12 185 8 ';'180 8 184 8 231 6 260 5 234 10 203 4 202 5 311 3 265 2 246 3 291 4 279 8 284 8 245 15 234 ~.... 12 ..,....261' 21 ,Oi';,\.l262 30 ~:' 281 44 ~311. 77 256 98 253 ~ 130 217 166 207 218 159 (>1t..,,,,,-.-.,~:j ~~ .,.F 779' 130 t-:. 2561 145 228 . 128 208 145 228 170 162 101 173 94 144 94 114 87 131 85 145 81 142 56 120 46 161 47 157 45 169 29 184 32 .(;, ~. 4584 34.7% 13208 07:15 1151 0.832 8624 65.3% Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 05:00 1121 0.884 Hour Totals Mominn 107 471 1113 920 593 W/A 62 Afternoon Mnrninn Anemoon 18 161 14 144 7 133 669 8. " 142 3 157 3 166 4 157 780 6 190 6 166 1 237 3 197 899 4 183 3 192 1 197 6 207 1113 6 209 3 242 3 259 10 214 1042 14 216 14 257 16 L7'!1~ zSi 29 0', 242 1121 47 of. 252 54 I'(f.':.';' ZT7 E~< _'. 76 233 173 197 933 211 186 .. ,~,'> ",_ioo,j 176 , '211~ 157 _""",1321 147 682 .';;:"':;'379, 118 256 81 197 95 224 93 588 217 100 187 84 159 55 152 58 376 151 56 146 64 170 51 131 40 268 134 33 137 33 173 27 171 26 153 158 26 36 25 13 35 538 671 4767 39.9% 11958 07:00 1261 0.832 7191 60.1% 05:15 1029 0.929 Page 1 Srte Code: 000000004629 SlaUon 10: HYPOLUXO RD 500' E OF JOG RD Momilla Latrtude: 0' 0.000 Undefined Hour Totals Combined Tolals 1261 47 Afternoon f.Aomina Afternoon 34 325 36 320 20 299 580 19 305 15 342 11 346 12 341 670 14 421 12 426 6 471 13 400 783 8 385 8 503 4 462 8 453 805 9 500 7 521 11 543 18 459 931 29 450 26 518 37'''''''''''5201 591 523. 1009 91...< 56/fl 131 t:...533~ 174 486 303 414 893 377 393 "'5.i'l 335 .fi 531 337 !\_~ ~d~:667i 360 598 ....:;;..658~ 248 512 226 425 223 432 238 369 44S 270 349 185 332 149 296 152 253 265 143 277 149 315 132 273 96 188 254 79 298 80 330 72 340 55 112 342 58 16 14 16 30 106 514 894 649 581 639 9351 37.2% 25166 07:00 2374 0.890 15815 62.8% 05:15 2145 0.942 I I I II I I II I I II II I I I I I I .1 i. Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000004607 Station 10: HYPOLUXO RO 300'E OF MILITARY TR Start ~'" EfA Hour Totals W/A Latitude: 0' 0.000 Undefined Hour Totals Combined Totals Time WOO MominQ Afternoon Mominn Afternoon ......Inn Memooo Momina Afternoon Momino Afternoon 12:00 36 207 33 215 69 422 12:15 40 195 30 226 70 421 12:30 28 203 19 190 47 393 12:45 22 187 :1:: 126 792 20 '..... 192 102 823 - 42 379 01:00 18 212 13 220 31 432 01:15 21 216 '., , 8' 209 29 425 01:30 30 213 16 249 46 462 01:45 16 188 85 829 10 212 47 890 26 400 02:00 21 303 12 207 33 510 02:15 16 246 .. :..,10 224 26 470 02:30 11 212 8 259 19 471 02:45 19 355 67 1116 14 298 44 988 33 653 03:00 9 358 17 284 26 642 03:15 3 280 '. 15 287 18 567 03:30 6 290 10 283 16 573 03:45 " 9 253 27 1181 12 261 .' 54 1115 21 514 , ,,:-'- 04:00 5 312 20 278 25 590 04:15 11 260 13 308 24 568 04:30 12 324 18 304 30 628 04:45 18 366 . '46 1262 33 303 84 1193 51 669 05:00 12 319 32 310 44 629 05:15 31 f.,P:'367 54 ~- 360 85 0:. ';'7271 05:30 41 '.<:P88 61 t ";"318 102 f 7061 05:45 78 i:lW;<m 162 1469 1:~~ 226 1282 157 h"'~6191 ".,..{,~" - 06:00 80 ?,{,.o ~-367_ 189 ' 705 06:15 ~ 117 310 144 275 261 585 .:t. 06:30 176 369 223 277 399 646 06:45 242 319 615 1365 339 249 815 1139 581 568 07:00 I~~ 261 ;~ ~"14l 236 L "')~l 497 ~.)"t..i. ' 07:15 ~:"'Uf 249 ;~"'417 202 .li;' 451 " ..761 07:30 ; 1r...0.'1"~ia 222 170 ~:m' 392 -',~"''''': .-: " ,>:;:0;:3741 ';'.-A'~ Jt..; 833~ 07:45 ~404 183 1403 915 :.:.. "~4:':'.29-: 163 1634 771 346 08:00 265 185 318 175 583 360 08:15 260 203 271 176 531 379 08:30 188 161 269 218 457 379 08:45 209 193 922 742 227 151 1085 720 436 344 09:00 170 188 243 131 413 319 09:15 160 159 193 109 353 268 09:30 176 187 172 131 348 318 09:45 170 120 676 654 214 121 822 492 384 241 10:00 155 151 182 116 337 267 10:15 166 108 184 96 350 204 10:30 178 97 188 82 366 179 10:45 156 90 655 446 188 57 742 351 344 147 11:00 189 83 204 55 393 138 11:15 186 60 197 47 383 107 11:30 169 67 216 35 385 102 11:45 197 41 741 251 195 40 812 177 392 81 Total 5525 11022 6467 9941 11992 20963 Percent 33.4% 66.6% 39.4% 60.6% 36.4% 63.6% Combined 16547 16408 32955 Total Peak 07:00 05:15 07:00 05:15 07:00 05:15 Volume 1403 1517 1634 1310 3037 2827 PHF. 0.868 0.960 0.952 0.910 0.911 0.972 I I Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 S~e Code: 4621 Station ID: HYPOLUXO RD 600' W OF CONGRESS AV I Latitude: 0' 0.000 Undefined Start 03-feb-OO E1A Hour Totals WIA Hour Totals Combined Totals Time Moo Momi Afternoon Mom Afternoon Morning Afternoon Mom Afternoon Mom Afternoon 12:00 32 159 32 209 64 3GB 12:15 29 173 ,'," 20 198 49 371 .12:30 37 162 24 196 61 355 12:45 18 ;:' 195 :.;;,;;....;l' 116, 689 ~9"" 210 85 \<-,613 '.' 27, 405 , '"i; 01:00 16 191 11 189 27 380 ,~ 01:15 ~.~ ;," 'F ;' ~);.j10 196 -. ~l.~ .15 -~f 203 1>'25 399 <..-, 01:30 25 198 10 186 35 384 01:45 15 210 66 ;,,-, 795 10 ~,.194 46 772 25 404 02:00 11 189 10 268 21 457 02:15 ~":~ ~, 11 , 257 '" :~i,; 9 "". 1,~ 266 ,. :;120 523 <' 02:30 7 201 6 273 13 474 02:45 6 239 :" 35 886 10 250 35 1057 16 489 03:00 7 227 12 270 19 497 03:15 -,> l' ...: 267, .. oJ, 15'1 261 '> 16 ...528 ';".,' 03:30 4 242 11 259 15 501 .lJ3:45 8 252 ~'fii 20 988 r, 13 263 51 1053 21 515 " 04:00 11 290 22 259 33 549 04:15 7 287 20 252 27 539 04:30 7 288 20 288 27 576 . ~'. 04:45 ~l ....' ,',~,'''IC 11 '$}"ri 246 ~ - 36 r 1111 ~ .:f 35 97 ,,,,,)092 ''46 539 "1 .~ 05:00 5 32 .... _,3DO 37 530 05:15 16 48 __ ,: '"'302 64 494 57 '~21U EG'~f 05:30 14 71 603 05:45 44 ,:.,~ 79 1047 92 255 229 1151 136 . -"571 06:00 63 106 307 169. .';, ;1sm;1 06:15 ~~., ."' .,56 146 223 :;,:"" 202 ' .,. 524 ......... " . 06:30 92 295 202 247 294 542 06:45 142 254 353 1150 223 244 677 1021 365 498 07:00 t201t 204 273 224 474 428 07:15 210!. 223 ~. 213 '~~~1 436 'J ;$..' ':;3401 07:30 c,,~~l 216 162 ~~~5s0 378 _;.:.l ~ .... -,,- 07:45 171 884 814 '~tt:4131 168 1366 767 '~ .. 66T1 339 08:00 168 165 ~:U2 134 ~51lJ 299 08:15 164 189 323 135 487 324 08:30 151 187 272 135 423 322 08:45 159 164 642 705 251 111 1188 515 410 275 09:00 136 119 248 108 384 227 09:15 146 144 221 86 367 230 09:30 135 147 176 111 311 255 09:45 126 99 543 509 209 120 854 425 335 219 10:00 107 96 201 79 308 175 10:15 152 89 213 83 365 172 10:30 143 105 191 72 334 177 10:45 121 71 523 361 194 57 799 291 315 128 11:00 165 73 216 60 381 133 11:15 157 65 172 50 329 115 11:30 148 41 210 25 355 66 11:45 175 51 645 230 211 41 809 176 386 92 Total 3942 9285 6236 9133 10178 18418 Percent 29.6% 702% 40.6% 59.4% 3S.6% 64.4% CanOOed 13227 15369 28596 Total Peak 07:00 05:30 07:15 04:45 07:15 05:30 V"ume 884 1226 1435 1189 2286 2305 P.HF. 0.870 0.970 0.869 0.968 0.857 0.949 I I I I I I I I I II I I 'I I I II I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 Sije Code: 000000004211 Station 10: HYPOLUXO RD 300' W OF 1-95 I Latijude: 0' 0.000 Undefined Start 2&M><-03 EfA Hour Totals W/A Hour T Dials Combined Totals Time Wed Afternoon Mom' Afternoon Mom Momooo Mom~ Anemoon Mom' Afternoon I 12:00 40 254 42 274 82 528 12:15 47 264 26 276 73 540 12:30 37 245 22 270 59 515 12:45~r ,\ 38 223 ~ilti-::162 ";0 986 27 232 a 117,M 1052 65 " 455 I 01:00 28 242 26 255 54 497 01:15 ., " 23 233 !'!" . O' 12 292 ,"J ",S 35 525 01:30 28 249 11 260 39 509 01:45 13 230 ,'~:.: 92 954 20 262 69 1069 33 492 I 02:00 20 253 12 224 32 477 02:15 ;.:. '-.C, " 19 228 :11 '" 257 30 1"; h.. 485 "\";! 02:30 9 272 5 279 14 551 02:45 15 289 63 1042 12 302 40 1062 27 591 I 03:00 9 273 24 338 33 611 ,,}{i; 03:15 "" 9 285 9 ;.l,37~ 18,~ 661 -,"" 03:30 10 316 16 3~ 26 689 03:45 11 347 .\t~~d39 1221 18 "35.1 .' 67 1438 29 698 ~ "',-, I 04:00 10 376 21 .>~~. 31 725 04:15 , .18 365 24 329 42 694 04:30 24 428 39 341 63 769 04:45 ~f!. "." 63 1589 48 308 132 1327 79 728 I 05:00 50 359 1 ~ t',w ~:~l 05:15 39 "":;;;"496 74 372 05:30 36 ,~;~'466 74 364 110 8301 05:45 ,~~ ,;:..< 68 i::~..: ',_ 177 1874 114 325 312 1420 182 -790~ 06:00 80 446 161 296 241 742 I 06:15 ~~ 103': ;~450 217 303 "<.'i' ~ 320 ~~ M753 '1"; ;~.., 06:30 165 423 276 305 441 728 06:45 231 328 579 1647 304 264 958 1188 535 612 07:00 266 293 422 280 688 573 I 07:15 ~3Br 309 ~ 212 ,_ ~~~~ 7-" I 521 .., ". i 07:30 ,...Ot:: 247 .~~ 209 '.. :",132. 456 ',", 07:45 218 1363 1067 '''489j 191 1796 892 893 409 08:00 '",,' 274] 219 159 731i 378 ..... - ~457 .. I 08:15 213 218 396 175 609 393 08:30 202 199 374 196 576 395 08:45 214 " 168 903 804 327 181 1554 711 541 349 09:00 206 179 299 174 505 353 I 09:15 181 200 304 151 485 351 09:30 211 169 237 154 448 323 09:45 190 171 788 719 245 126 1085 605 435 297 10:00 212 146 256 135 468 281 I 10:15 200 108 244 114 444 222 10:30 200 131 251 97 451 228 10:45 222 88 634 473 265 81 1016 427 487 169 11:00 223 102 228 68 451 170 I 11:15 242 85 258 65 500 150 11:30 238 73 263 55 501 128 11:45 229 47 932 307 244 40 993 228 473 87 Total 6015 12683 8139 11419 14154 24102 I Percent 32.2"k 67.8% 41.6% 58.4% 37.0% 63.0% CorriJined 18698 19558 38256 Total Peak 07:15 05:00 07:15 03:15 07:15 05:00 I Volune 1371 1874 1831 1449 3202 3294 P.HF. 0.848 0.945 0.936 0.963 0.896 0.949 I I I I I Slart Time 04-f'eb-ro Toe I 12:00 12:15 12:30 12:45 '" 01:00 01:15 ':" 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15~ >.\ 03:30 03:45 04:00 04:15 04:30 -'04:45 ": 05:00 05:15 05:30 05:45 06:00 06:15 ,:",', 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45' 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 I I I I I I I II I. I II I. Total Percent Combired Total Peak Volume PHF. I I II <~; . ",,*" .... ., 6465 36.7% 17616 07:30 1241 0.852 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 E/A 338 289 287 291 259 231 217 176 183 170 139 129 138 147 114 99 102 83 76 73 62 59 55 44 11151 63.3% 05:00 1551 0.875 Hour Totals Momina "111 ;' .48 248 838 1237 1057 931 854 935 Afternoon 71 61 74 I' 1551 W/A MornVln Afternoon Momina 1059 52 273 49 277 31 267 37 297 31 300 I --28 297 15 269 15 254 14 261 11 "279 18 288 13 262 19 270 9 327 11 290 ,. ~~ r:'~.'">~"""~,'",,, 12. :~'~:.~$~:;35i 16 _,_,J.~ c5 '19" ' 321 23 342 18 335 35 340 59 320 " 66 266 78 321 127 281 135 261 189 242 ~O' 218 ~~~J ~~ _....__291~ 190 246 189 251 189 239 214 252 184 182 160 175 136 201 139 186 129 197 116 191 118 224 82 208 83 238 84 242 70 267 59 5692 11455 33.2% 66.8% 17147 07:15 03:45 1234 1453 0.820 0.835 1098 1091 1285 1306 1205 883 621 498 334 220 Page 1 Site Code: 000000004313 Station 10: HYPOLUXO RO 300' E OF 1-95 Latitude: 0' 0.000 Undefined Hour Totals Combined Tolals 1132 1027 Afternoon 169 89 56 50 65 135 406 810 798 955 MomioQ Afternoon 82 543 84 540 60 521 .>" 54 569 50 543 43 587. 33 537 34 551 30 536 21 545 31 551 22 549 32 563 24 592 27 652 ".28. 708 35 655 24 675 ~~El 113 704 152 674 197 624 265 610 371 568 411 552 469 501 . ,ro:::,,' ~~ 842 ~ 699 352 __5581 373 533 359 515 328 478 471 432 415 423 406 392 415 439 424 481 479 506 1114 o 1120 1090 1230 1431 1337 ~ 1149 782 619 322 307 250 238 231 199 194 155 145 143 125 103 Momina Afternoon 30 270 35 263 29 254 17 2n 19 243 15 290 18 268 19 297 16 275 0-<; 10 ""~i-' 266 13 263 9 287 13 293 15 265 16 362 '.~ .''< 17 'L<'~~ 365 ~ 17 331 12 324 17 324 '" 28,.","" 3Zl 35~~ 42 " .i1l' 390 78,;il364 93 1.""'<: 131 187 244 276 280 ,J,270 ~364l l!':)ji.'''; 323. ! ~ 287" L:~~-"'2jJ7i 264 239 219 250 240 = 220 195 224 215 216 243 237 239 445 296 12157 22606 35.0% 65.0% 34763 07:15 04:30 2458 2917 0.879 0.929 I I I j:s Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Srte Code: 000000004659 Station 10: GATEWAY BUNW 22 AVE 500W OF MILlTARYTR Latitude: 0' 0.000 Undefined E/A Hour Totals WIA Hour T olals Combined Totals Afternoon " Afternoon Morning AIlemoon Mom A1tomooo Mom' Afternoon 5 113 10 107 15 220 5 120 9 139 14' 259 6 123 15 134 21 257 4 117 20:': 473 6' 'Ie 138 .. 40 518 10 255 3 107 5 137 8 244 "'oJ. 2 ' ." 119 5 ,~ 134 " ;. ~; 7 253 .....'" :Ii- ?""'~ 3 122 5 142 8 264 1 107 9 455 4 141 19 554 5 248 3 136 3 150 6 286 ~."" -'~"1 ~~:r" ,\,164 ""]:', '''iT' 3 160 4 324 .. 3 151 3 152 6 303 0 125 7 576 1 131 10 593 1 256 2 123 0 171 2 294 3 ." 156 4 159 7 315 2 147 5 168 7 315 3 121 :?, 10 r~,-'. 547 3' _.V; 175 .12 673 6 296 3 167 7 192 10 359 ~.dZ 5 158 11 306 7 179 15 353 5 n-~~"54 22 643 9 184 28 713 ~'. 14 338 15 !1;;;.i/h;i183, 8 202 23~~ 19 ~16B 12~2'jf 31 r . 38 32 155 ~~;~.., .~ ~ii,,~'.;~ 42 172 108 678 60 861 47 148 26"' . We 203 73 351 61 118 34 181 95 299 108 181 63 174 171 355 155 99 371 546 96 162 219 720 251 261 178 114 102 140 280 254 ~.'" 97 =!l' '" f17j 133 ~ ~=J 230 "':r 100 r.l;,-::'''::,:'33' 121 221 ;.'1;,(-240 69 898 380 ';-" ,-'119' 110 471 504 359 179 ~"~zOg1 70 rJJ/IoSiJ ..u1191 85 ~_ _ 328. 155 144 51 96 94 240 145 164 58 96 94 260 150 165 45 682 = 111 108 422 381 276 153 122 43 86 92 208 135 125 42 90 87 215 129 147 40 75 75 222 115 109 32 503 157 86 59 337 313 195 91 126 42 73 65 199 107 118 32 93 50 211 82 126 25 103 41 229 66 124 30 494 129 92 35 361 191 216 65 114 18 116 30 230 48 116 12 101 18 217 30 119 8 114 15 233 23 112 12 461 50 117 19 448 82 229 31 3585 4858 2427 6103 6012 10959 42.5% 57.5% 28.5% 71.5% 35.4% 64.6% 8441 8530 16971 07:15 04:30 07:15 05:15 07:15 05:00 929 679 488 862 1417 1539 0.880 0.928 0.917 0.909 0.892 0.982 lnMa<-<J3 Man I Smrt Time 12:00 12:15 12:30 12:45 01:00 01:15'"" 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 .".. 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Tolal Percent Cont>01ed Total Peak Volume P.HF. I I , I I I I I I I I I I I I II .,~: '-,", I I I Start TIme 12:00 I 12:15 12:30 12:45 01:00 1:" 01:15 I 01:30 01:45 02:00 02:15 I 02:30 02:45 03:00 03:15 03:30 I 03:45 04:00 04:15 04:30 I 04:45 05:00 ., 05:15 05:30 05:45 I 06:00 06:15 06:30 06:45 I 07:00 07:15 07:30 07:45 08:00 I 08:15 08:30 08:45 09:00 I 09:15 09:30 09:45 10:00 10:15 I 10:30 10:45 11:00 11:15 I 11:30 11:45 Total Percent Combine II dTotal Peak Volume P.H.F. II ,I I I 10-Mar-Q3 Mon ~I 'l~,., Morning 25 :.15 13 19 12 7 10 9 11 7 3 5 5 7 17 6 15 10 19 17 22 19 33 48 51 86 113 149 191 . 211l "234~ ~f 214 190 190 151 143 134 150 114 137 143 152 160 161 156 154 4224 33.0% ;," T JAMAR Technologies, Inc. 151 Keith Valley Road Horsham. PA 19044 Change These in the Preferences Screen ElA Afternoon 177 185 194 177 178 186 182 182 205 229 >:''' 206 272 249 230 264 219 233 246 282 286 ,~t!:,,:279 .~~~321 ~G,_.~&292 <:"""287. 253 250 252 200 182 201 162 127 128 129 119 131 131 146 108 104 70 72 55 46 40 33 43 24 8567 67.0% 12791 07:15 05:00 931 1179 0.966 0.918 HoorTotals Morning Afternoon 72 ~~- 38 26 122 399 881 835 578 546 631 35 61 c 733 W/A Morning Afternoon 19 184 21 167 10 194 -il' 15 ':,<,168'~ 7 204 13 184 A' II 173 13 205 9 198 7 ,\ 234 6 240 5 210 6 217 8 210 4 202 10 208 7 231 8 240 16 "238 II 227 16 251 26 "",.m 33 ~i~{251 44. ",,219 54 .:t.i~265 63 240 114 228 144 224 ~2~ 201 ,.c;f~220 - 148 "',.,' oi291 163 -ffl~ . :;z87,i,n 116 245 99 207 117 182 104 203 93 174 84 170 79 184 85 176 76 129 71 136 58 152 47 183 52 173 34 163 40 174 22 200 24 4603 7858 36.9% 63.1 % 728 912 962 1047 ~f 1179 955 672 507 469 243 140 12461 07:00 1052 0.904 05:15 1068 0.957 Page 1 Site Code: 4649 Station 10: GATEWAY BL 500' E OF MILITARY TR Latitude: 0' 0.000 Undefined Hour Totals CorroinedTolals Mom Afternoon Afternoon 44 361 "36;:I:~ 352 23 388 34 345 19 382 20 370 21 355 22 387 20 403 .14 .. 463 9 446 10 482 I' 466 15 440 21 466 16 427 22 464 18 466 35 520 ~ f!.:'~El 92L566 105 518 149 490 227 480 293 424 445 383 ~ - 4371 349 n.52S 325 628 '~.~S261 243 . ", -J 227 421 246 372 223 393 224 325 215 313 225 318 193 326 180 243 141 .~ 273 130 295 102 335 98 333 74 324 73 330 65 354 48 8827 16425 35.0% 65.0% 25252 2J;15...., c:!P5: ~ 2233 0.938 . '65 ;, ~: 28 ~:'119 375 1052 837 704 600 44 27 42 "'936 710 713 ":'i'- ':~ 766 882 837 1054 957 413 324 228 120 I I I Start 11-Mar-03 Tome Te" 12:00 I 12:15 12:30 12:45 !t 01:00 01:15 :'(!. I 01:30 01:45 02:00 ,,'02:15 I 02:30 '02:45 03:00 03:15 I 03:30 03:45 ~ 04:00 04:15 04:30 I 04:45 05:00 05:15".'" 05:30 I 05:45 06:00 06:15 06:30 06:45 I 07:00 07:15 07:30 07:45 I 08:00 08:15 08:30 08:45 09:00 I 09:15' 09:30 09:45 10:00 I: 10:15 - 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent I Combine d Total Peak Volume P.H.F. I I I I JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Horsham, P A 19044 Sije Code: 4625 Change These in the Preferences Screen Station 10: GATEWAY BL 1000' W OF CONGRESS AVE Latitude: 0' 0.000 Undefined E1A Hour Totals W/A Hour Totals Combined Totals Mom!'9. Afternoon Mom.,g Afternoon Momin Afternoon Mom;"g Afternoon Mom' Afternoon 35 212 21 209 56 421 29 230 19 214 48 444 24 207 11 216 35 423 18 195 106 844 10 234 61 873 28 429 12 22S 8 230 20 4S5 12 216 i1.l 11 198 23 414 .' 16 196 14 221 30 417 11., 239 51 876 14 255 47 904 25 494 18 224 8 241 26 465 8 :J274 7 241 15 515 5 266 7 261 12 527 7 315 38 1079 ~ 9 - 243 31 986 16 558 8 317 5 275 13 592 13 282 > 10 233 23 515 15 345 10 = 25 567 13 269 49 1213 13 244 38 974 26 513 17 304 12 266 29 570 15 ',350 14 246 29 596 18 367 25 246 43 613 18 .'. 353 68 1374 30 255 -;j 81' 1013 48 608 17 . '~424' 25 262 42 f-~686i ''5.-'''' "T~.::;:tili:__ ' ""1' ,..'-',289> 65 '<'72' 23 t~'\9,432 'S"'.. 42 107 ~.6984 39 :~~.""'410 68 288 35 '~ ~;'394 114 1680 76 298 211 1137 111092) 31 373 101 ",276 132 649 76 307 145 25S 221 562 102 371 221 244 323 615 131 252 340 1303 269 246 736 1021 400 498 158 279 355 242 513 521 225.1 253 ----3421 176 ~~ 429 211' ,.,..'ti'! ' 204 ~ ~,~, ~;-402 ' 173 :"", .613 377 240} 212 834 948 ~'r~ _ '391.- 142 1490 733","':63 364 182 201 ~~360 146 :'l'lllII:..'542 347 160 190 . '., 326 118 466 308 148 202 294 94 442 296 173 177 663 770 270 95 1250 453 443 272 147 197 238 120 385 317 143 177 225 '97 368 274 141 192 230 80 371 272 127 141 558 707 226 83 919 380 353 224 142 121 204 65 346 186 148 110 191 68 339 176 148 90 208 51 356 141 175 76 613 397 211 64 814 236 386 130 170 62 229 39 399 101 162 69 223 36 385 105 166 55 186 33 364 88 197 47 697 233 232 21 870 129 429 58 4131 11404 6648 8839 10679 20243 26.6% 73.4% 42.6% 57.4% 34.5% 65.5% 15535 15387 30922 07:15 05:00 07:15 05:15 ~~ 858 1660 1495 1151 235 27 0.894 0.961 0.930 0.966 0.932 0.970 fl II I Start "l-",,~ Time Wed I 12:00 12:15 12:30 ~'iJ 12:45< I 01:00 01:15 01:30 01:45 I 02:00 02:15 02:30 02:45 I 03:00 03:15 03:30 03:45 I 04:00 04:15 04:30 04:45 I 05:00 05:15 05:30 05:45 I 06:00 06:15 06:30 06:45 07:00 I 07:15 07:30 07:45 08:00 I 08:15 08:30 08:45 09:00 II 09:15 09:30 09:45 10:00 I 10:15 10:30 10:45 11:00 I 11:15 11:30 11:45 Total I Percent Conbned Tolal Peak I Voll...ne P.HF. I ,I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Srte Code: 000000004667 Station 1D: GATEWAY BL AT E-4 CANAL BRIDGE Latitude: 0' 0.000 Undefined EfA Hour Totals WIA Hour Totals Combined Totals Mom" Afternoon Afternoon Afternoon .. Afternoon Afternoon 23 217 41 278 64 495 33 252 38 274 71 526 24 228 23 252 47 480 18 250 r<:::i' 98 947 " .14.' ,-', 239 116 1043 "'" 32 ~ 489 9 239 21 252 30 491 .\V" "18 233 :!~, ;;,"" '19 235 1"q.;: ~:~,.37 468 .. 18 213 18 201 36 414 .10 247 55 932 5 237 63 925 15 484 18 248 14 263 32 511 ""~" 9r ".9 226 18 512 ~". 9 '>,.4!.2M/ 9 201 18 481 10" ~~'l:~t~"295 46 1109 6 353 38 1043 16 64a 7 . 'l!li:269 7 357 14 626 'j;~., 18 251 13 282 31 ,; 533 15 292 12 306 27 598 19 2Sl 59 1069 j?'19 326 51 1271 38 583 16 275 29 302 45 577 18 273 15 311 33 584 25 255 22 366 47 621 16-:-:C"?,.~ 239 75 ""1042 "24 304 90 -~~',~ 1283 40 543 26 233 31 367 SI 600 44 241 32 :'~1j 76 -654) 61 256 24 ,\;~.:~~ 85 t" 6991 72 244 203 974 53 ,"~426 ;, 140 1649 125L'" '610. 131 263 54 . "'~375 185. '1.1.6381 I~ .. . " -., 136 252 ?i ~""68 317 204 569. 222 216 91 333 313 549 290 203 779 934 164 291 377 1316 454 494 Ir'h~ ~...~~ A -620) .~~ 215 ~ iff: , 4 249 ? 464 . ~-'-~.fOIS 192 - '237 241 ~. 433 *~3A' t c'.t'" "m! J f 643. 185 202 ." ~ 600.1 387 'f,.:, ~350 159 1504 751 ~':~2621 215 971 907 ~612~ 374 342 153 225 171 567 324 272 111 220 150 492 261 2n 118 223 140 495 258 275 126 1161 508 222 138 890 599 497 264 239 131 157 175 396 306 197 133 174 136 371 269 190 129 158 125 348 254 187 107 813 500 169 98 658 534 356 205 162 87 192 112 354 199 196 78 174 86 370 164 196 71 207 78 403 149 200 68 754 304 199 84 772 360 399 152 213 61 197 64 410 125 185 60 204 59 389 119 205 53 239 50 444 103 192 53 795 227 238 52 878 225 430 105 6342 9297 5044 11155 11386 20452 40.6% 59.4% 31.1% 68.9% 3S.8% 64.2% 15639 16199 31838 07:00 02:15 07:00 05:15 07:00 05:15 1504 1130 971 1657 2475 2661 0.926 0.958 0.927 0.935 0.962 0.952 I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 S~e Code: o00ooo004213 Station !D: GATEWAY BUNW 150'E OF HIGHRIDGE RD I Latitude: 0' 0.000 Undefined Start Q:l-Ma<.()3 ElA Hour Totals W/A Hour Totals Combined Totals Time Moo Mom Afternoon Mom Afternoon Afternoon Mom Afternoon Mom Afternoon I 12:00 34 234 53 254 87 488 12:15 38 276 39 251 77 527 12:30 27 236 31 277 58 513 12:45 " A' 28 0;;:284 ,127 :i;.1030 .;24~: 259 147 1041 52 543 I 01:00 12 254 19 264 31 518 01:15 :<15.[;" :It-241 ~~ u . '18 252 , 33 493 '. " .;" 01:30 11 262 36 247 47 509 01:45 11 272 49 1029 18 274 91 1037 29 546 I 02:00 17 290 22 262 39 552 ,,02:15 ,!11 291 -,,~ 15 282 'r 26 573 02:30 8 253 17 291 25 S44 02:45 7~' 43 1213 15 333 69 1168 22 712 " ~379 I 03:00 ~:.~ 14 338 28 691 , 03:15 ,^,: ~' :>,:~ 32 326 ......, 58 652 03:30 23 '. 71'3$.c 9 320 32 674 203:45 '~"7.:f~ 'I' -;l~_~ ')oR 36 " 280 99 0,1313 39 361 ;~. 94 1345 75 641 I 04:00 40 287 24 333 64 620 04:15 26 285 21 361 47 646 04:30 28 318 28 332 56 650 04:45 21 .,... ~245 r,T 115 1135 36 , 344 111 1370 59 589 ",i . 05:00 75 273 58 ~;.m-' 133 666 I 05:15 66 292 61 !, 432 127 ~ "7i'4' 05:30 90 326 77 ~ 449 167 t 7751 05:45 ""i 109 281 ~ 340 1172 95. :,...." oof(i5 291 1679 204l~~fiB6 06:00 156 300 93 375 249 1i151 I 06:15: 168 299 126 "'~" 353 294 652 06:30 234 268 218 340 452 808 06:45 297 240 855 1107 339 288 776 1356 636 528 07:00 316 233 -'J 257 652 490 , ll'1.336 I 07:15 >>8. 210 ,')-;'305! 267 '" 7011 477 07:30 4lllIi 212 ~"';i,33O, 223 955 ~~::l 435 07:45 ~' "."~,,,,"'13'" 187 1525 842 ........350,,: 208 1321 395 08:00 ....:.~389! 181 275 180 "'~ _6641 361 I 08:15 327 142 274 156 601 298 08:30 289 173 316 147 605 320 I 08:45 280 148 1285 644 224 144 1089 627 504 292 09:00 248 152 191 151 439 303 I I 09:15 236 157 206 134 442 291 09:30 195 139 183 150 378 289 09:45 212 136 891 584 212 121 792 556 424 257 I 10:00 184 109 213 110 397 219 I 10:15 222 85 197 112 419 .197 10:30 239 106 267 78 506 184 10:45 232 79 877 379 234 79 911 379 466 158 11:00 245 70 224 70 469 140 I 11:15 257 70 235 62 492 132 11:30 224 63 249 54 473 117 11:45 250 53 976 256 240 49 948 235 490 102 Total 7182 10704 6640 11748 13822 22452 I Percent 40,2% 59.8% 36.1% 63.9% 38_1% 61.9% Combined 17886 18388 I Talal 36274 Peak 07:15 02:45 07:00 05:00 07:15 05:15 I Volume 1598 1412 1321 1679 2858 2860 P.HF. 0.967 0.931 0.944 0.935 0.936 0.923 I I I I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 SITe Code: 000000004315 Station 10: GATEWAY BUNW200'E OF 195 OVERPASS I Latitude: 0' 0.000 Undefined Start Q3-Ma<-03 E/A Hour Totals W/A Hour Totals Combined Tolals Time Man MomIn Afternoon Mom~ Afternoon Momin Afternoon Mom Afternoon Momin Afternoon I 12:00 49 159 26 155 75 314 " 12:15 30 ,.139 26 . .142 A56 281 " 12:30 31 157 15 157 46 314 12:45 30' 165 ,. 140" 620 .c: 15 169 82 623 45 334 I 01:00 19 149 14 170 33 319 01:15 18 __158 13 162 31 320 01:30 8 165 9 170 17 335 'l-~ 01:45 15 182 60 >>. 654 8 140 44 642 23 322 ':\<: !U .. , I 02:00 9 205 9 179 18 384 02:15 8 195 -, 6 182 14 3n 02:30 9 187 5 202 14 389 02:45 " (';" 8 -235 34 822 8" 212 28 775 16 447 I 03:00 9 238 10 219 19 457 03:15 ""<I'!, 15. 225 " 15 218 30 443 I 03:30 8 250 15 197 23 447 03:45 .4 199 36 912 18 227 58 ': 861 22 426 04:00 10 235 8 184 18 419 I 04:15 7 ,<<,"" 247 ~$' "' 21 196 '\'- ~-, 28 443 04:30 7 273 20 174 27 447 04:45 "6 265 30 1020 28if~1i9 n 743 34f!;' ~>"~1 05:00 8 :nO 27 J~.iiJ 2011 35 .....iIi:' 527- I 05:15 21 281 ~ c' 51 V~;',~rfl r. '!': n .'~,,-~;-- 500 05:30 25 ~ 106 "ii:&m 131 Itl'm 05:45 38 247 92 1088 90 153 274 861 128 400 06:00 61 213 112 201 173 414 I 06:15 ~ 62 246 186 168 248 414 06:30 72 205 249 198 321 403 06:45 " 114 225 , 309 889 = 168 769 735 336 393 07:00 154 215 >:~!:<~2ij~ 144 ,,~~ 359 I 07:15 ,~.22IJ 215 .. ,., 256~ 152 1'; ~-4lU~ 367 . _,i;;'.'" 07:30 ~5~~T~~ 207 "f:V2541 144 ...,,, Wi 351 ~'~~~,_J 07:45 '! >i~,~ 144 938 781 ~~1 130 1056 570 .......533. 274 08:00 ' .. :2101 126 203 134 413 260 I 08:15 149 133 175 ,...99 324 232 08:30 155 152 206 91 361 243 08:45 158 129 612 540 175 102 759 426 333 231 09:00 130 128 146 113 276 241 I 09:15 117 126 136 95 253 221 09:30 105 96 144 87 249 183 09:45 125 106 4n 456 160 93 586 388 285 199 10:00 108 83 167 66 275 149 I 10:15 125 72 154 72 279 144 10:30 147 94 162 57 309 151 10:45 146 82 526 331 176 56 659 251 322 138 11:00 161 78 143 37 304 115 I 11:15 157 67 163 41 320 108 11:30 144 39 163 31 307 70 11:45 141 43 603 227 143 34 612 143 284 n Total 3917 8340 5004 7018 8921 15358 I Percent 32.0% 68.0% 41.6% 58.4% 36.7% 63.3% Combined 12257 12022 24279 Total Peak 07:15 04:45 07:00 04:45 ~~ I VoILme 994 1106 1056 897 PH-F. 0.884 0.984 0.898 0.908 0.935 0.950 , I I I. I I I I I I Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File D0331001.PRN Station 000000033001 Identification 000110252083 Interval Start date Mar 31, 04 Start time Stop date Mar 31, 04 Stop time City/Town Boynton Beach, FL County Location : Gateway Blvd Btwn NE 3rd Ct & NE 3rd St ******************************************************************************* Mar 31 End Time 15 30 45 00 Hr Total End Time I I I II I II I I I I 15 30 45 00 00 21 24 16 15 76 12 86 82 87 86 Hr Total 341 01 13 9 5 14 41 13 103 77 85 87 352 Eastbound Volume for Lane 1 02 6 3 4 6 19 14 90 106 84 104 384 03 3 2 3 7 15 15 104 122 106 114 446 04 5 4 2 4 15 16 116 134 129 129 508 05 10 6 7 16 39 17 146 146 133 111 536 27 27 36 50 140 134 116 125 132 507 06 74 93 143 132 442 18 94 109 89 92 384 15 minutes 00:00 24:00 Palm Beach 07 08 123 106 96 113 438 09 83 82 83 68 316 21 89 65 82 54 290 10 74 81 113 152 420 22 71 56 45 40 212 11 123 119 95 100 437 23 38 46 29 20 133 24 Hour Total : 6806 AM peak hour begins : 10:30 AM peak volume : 507 Peak hour factor : 0.83 PM peak hour begins : 16:45 PM peak volume : 554 Peak hour factor : 0.95 ******************************************************************************* Mar 31 Westbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- 15 18 11 9 4 3 6 49 75 84 76 79 79 30 11 11 12 3 8 10 63 97 93 84 70 78 45 13 9 5 4 4 36 101 117 95 75 90 87 00 10 7 8 3 3 32 65 117 81 83 93 106 -------- Hr Total 52 38 34 14 18 84 278 406 353 318 332 350 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- 15 89 92 113 135 94 134 119 109 66 55 63 32 30 117 81 107 106 122 125 113 92 68 52 38 32 45 103 93 101 91 142 128 115 89 55 46 39 34 00 96 90 105 130 108 122 III 77 62 55 24 28 -------- Hr Total 405 356 426 462 466 509 458 367 251 208 164 126 ------------------------------------------------------------------------------- 24 Hour Total : 6475 AM peak hour begins : 07:15 AM peak volume : 415 Peak hour factor : 0.89 PM peak hour begins : 16:30 PM peak volume: 509 Peak hour factor: 0.90 ******************************************************************************* I I I 19 20 78 84 83 70 315 I I Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** I Data File D0331001.PRN Station 000000033001 Identification 000110252083 Interval Start date Mar 31, 04 Start time Stop date Mar 31, 04 Stop time City/Town Boynton Beach, FL County Location Gateway Blvd Btwn NE 3rd Ct & NE 3rd St ******************************************************************************* 15 minutes 00:00 24:00 Palm Beach I I Mar 31 Total Volume for All Lanes I ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- 15 39 24 15 7 8 16 76 149 207 159 153 202 30 35 20 15 5 12 16 90 190 199 166 151 197 45 29 14 9 7 6 43 137 260 191 158 203 182 00 25 21 14 10 7 48 115 249 194 151 245 206 -------- Hr Total 128 79 53 29 33 123 418 848 791 634 752 787 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- 15 175 195 203 239 210 280 253 203 144 144 134 70 30 199 158 213 228 256 271 229 201 152 117 94 78 45 190 178 185 197 271 261 240 178 138 128 84 63 00 182 177 209 244 237 233 243 169 132 109 64 48 -------- Hr Total 746 708 810 908 974 1045 965 751 566 498 376 259 ------------------------------------------------------------------------------- 24 Hour Total : 13281 AM peak hour begins : 07:30 AM peak volume : 915 Peak hour factor : 0.88 PM peak hour begins : 16:30 PM peak volume : 1059 Peak hour factor 0.95 ******************************************************************************* I I II I II II I I I I I I I I. I I I I I I I I I I I I I I I I I I Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 0000??oo5639 Station ID: OLD BOYNTON RD 200W OF LAWRENCE RD Latitude: 0' 0.000 Undefined Start m>.w-ro EfA Hour T olals WOA Hour Totals Combined Totals Time Moo Mom Afternoon Afternoon Momlng Afternoon Mom' Afternoon Aftemoon 12:00 12 162 9 154 21 316 12:15 7 155 8 183 15 338 12:30 11 153 7 187 18 340 ;,;. 12:45 6 c',,18O 36 650 8 198 32 722 i\l~ 378 01:00 2 166 4 181 6 347 01:15 4. 'c195 ,a.';~ ,,, 8 190 12 385 ,-,' .. 01:30 2 184 5 177 7 341 01:45 1 179 9 704 6 178 23 726 7 357 02:00 1 172 8 !.a; 9 p"':mol L~'I02:15 2 197 ',~ '." 5tt~).. 7t' 3851 02:30 3 199 2 ,:\~-i20 5 ,!,!,<"ml 02:45 2 200 8 768 3 '-""'.196 18 812 5 ","",-396, 03:00 2 180 2 180 4 380 03:15 4 200 " 3 174 7 374 03:30 1 204 5 169 6 373 ",03:45 0 I!.: 207 7 791 2 186 12 "'; 709 2 393 04:00 1 199 3 160 4 359 04:15 2 196 2 172 4 368 04:30 1 182 2 138 3 320 ~~ 04:45 5 .~,:206' ~J 9 783 Hc' 169 24 639 ''1:22'' ~ .. 05:00 6 '239 11 139 17 369, 05:15 18.214 9 171 27 385 05:30 10 a 198 22 198 32 ~6 05:45 i 18 195 52 837 19 183 .~ 61 691 37 378 06:00 23 169 30 180 53 349 06:15 20 177 34 172 54 349 06:30 38 168 62 169 100 337 06:45 37 174 118 688 51 166 177 687 88 340 07:00 46 151 112 143 158 294 07:15 95 154 109 110 204 264 07:30 93 144 146 120 239 264 07:45 97 126 331 575 180 83 547 456 ~~ 209 08:00 92 108 146 94 1238 202 08:15 85 105 154 94 i 239 199 08:30 101 125 154 87 ; 255 212 08:45 86 _;j_95 364 433 180 77 634 352 ...266 172 09:00 74 115 137 102 211 217 09:15 68 67 150 68 218 135 09:30 101 79 158 53 259 132 09:45 116 .. 73 359 334~~I63l 39 " 608 262 279 112 10:00 102 53 ~~~1169 47 271 100 10:15 102 44 ~1!9. . 34 281 78 10:30 110 26 174 17 284 43 10:45 122 29 436 152 162 29 684 127 284 58 11:00 127 30 156 19 283 49 11:15 123 31 176 22 299 53 11:30 132 11 165 13 297 24 11:45 140 7 522 79 167 17 664 71 307 24 Total 2251 6794 3484 6254 5735 13048 Percent 24.9% 75.1% 35.8% 64.2% 30.5% 69.5% Combined 9045 9738 18783 Total Peak 11:00 04:45 09:45 02:00 11:00 02:00 Volume 522 848 685 812 1186 1580 PHF. 0.932 0.922 0.951 0.923 0.966 0.943 I I I Start Time I 12:00 12:15 12:30 ~j:-, ~12:45 I 01:00 01:15 01:30 01:45 I 02:00 02:15 02:30 02:45 I 03:00 03:15 03:30 03:45 II 04:00 04:15 04:30 04:45 05:00 I 05:15 05:30 05:45 06:00 I 06:15 06:30 06:45 07:00 I 07:15 07:30 07:45 08:00 I 08:15 08:30 08:45 09:00 I 09:15 09:30 09:45 10:00 I 10:15 10:30 10:45 11:00 II 11:15 11:30 11:45 Total Percent II Con1l>O'ed Total Peak Volume , I PHF. I ,I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Srte Code: 5627 Station 10: OLD BOYNTON RD 250'E OF LAWRENCE RD Latitude: 0' 0.000 Undefined """"""'" E/A Hour Totals WIA Hour Totals Combined Totals Man Mom' Anernoon Afternoon Afternoon Morning Afternoon "'om Afternoon 8 21 185 29 408 11 11 179 22 396 6 13 179 19 399 ~ 6 31 893 9 l;!195 54 738 15. 428 ,", 2 9 192 11 421 )/"' (1.';-::_ 9 , . '8 1 224 "' 17 455 I...., ,.. . 5 2 197 7 436 6 22 921 6 212 25 825 12 434 8 3 199 11 417 ;",: ~, 4 2 .. 197 6 418 '" .- 4 3 232 7 494 3 ' 240 19 941 1 233 9 861 4 473 1 210 2 209 3 419 1 195 4 239 ':.:' 5 434 3 199 1 225 4 424 5 214 10 618 ,'i 3~i::-t~i'i5i 10 929 6 470 4 209 1 ;;\~ "266 5 475 -"'-,'. - '~, 6 469 3 212 31., \2ST 3 161 O~U1. 3 422 16 229. 26 611 5 243 ..,. 9 1027 21 ';;" '-4721 ',J> . 14 176 7 260 21 . '~" 436 7 195 11 252 16 ~' 447 27 232 10 270 37 b,! 5021 24 207 72 " 810 20 251 48 1033 44 458 42 216 16 225 58 441 ,,:" 44 " 200 "" 17 215 ,. ;!,r 61 415 76 195 19 184 95 379 76 195 238 606 34 213 86 637 110 408 145 169 50 196 195 365 148 146 61 204 ,-; 227 350 166 122 62 175 i48 297 205 97 662 534 74 177 267 752 279 274 169 109 66 148 257 176 91 65 135 ~ 226 175 91 66 152 243 243 232 89 774 380 67 150 266 585 299 239. 172 86 72 149 244 235 167 58 75 106 262 166 205 57 104 113 309 170 210 36 774 237 112 107 363 477 322 143 209 46 94 63 303 109 195 36 116 53 311 69 204 15 126 36 330 51 226 27 634 124 134 39 470 191 360 66 202 23 136 36 338 59 201 19 148 41 349 60 223 14 162 20 365 34 236 17 662 73 161 21 627 116 417 38 4324 7346 2256 6373 6560 15721 37.0% 63.0% 21.2% 78.6% 29.5% 70.5% 11672 10629 22301 11:00 02:00 11:00 03:45 11:00 04:45 862 941 627 1040 1469 1657 0.913 0.698 0.866 0.963 0.693 0.925 I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005629 Station 10: OLD BOYNTON RD 125'N OF BOYNTON BCH RD I Latitude: 0' 0.000 Undefined Slar1 0Ula<-03 NfA Hour Totals Sf A Hour Totals Combined Totals Time Moo Mom" Afternoon Mom' Anernoon All_ Mom" Afternoon Afternoon I 12:00 12 93 13 127 25 220 12:15 3 93 6 116 9 209 12:30 8 102 8 118 16 220 :::12:45 (. ~'c.;:; .. 8' 122 31 .. .. 4)0 5 104 32 465 13 226 .. I 01:00 4 112 4 102 8 214 01:15 ','. ,. 4 112 3 " 107 " 7 219 ~ 01:30 3 105 1 123 4 228 01:45 2 96 13 425 4 103 12 435 6 199 I 02:00 4 115 1 108 5 223 .,,~ ',,'02:15 -.'''' ') -:""2 120 4 "', 119 ~ -" ~T;~ 6 239 ., ~,. 02:30 3 101 1 106 4 207 02:45 """.~ 0 116 9 452 6 138 12 471 6 254 I 03:00 2 ~:f2q 2 130 4 250 03:15 r..-..' d 120 0 ',' 143 '1' ." ,1 263 03:30 1 11U 2 122 3 226 03:45 " 8 13" "12 475 r 2'" 154 6 549 10 285 ~',~ 04:00 3 98 2 160 5 258 I 04:15 3 105 2 164 5 269 04:30 5 105 1 169 6 274 04:45 '3 '99 14 ,,407 5 ~~; ,~' ,', 54 10.. 647 " 8~' 05:00 8 94 2 :~m 10,:A"2Tl~ -~.,~ I 05:15 9 90 6 ~~195 15 ;..,(>,., 285 05:30 15 114 4 ,,188 19 L _<>3021 I 05:45 16 105 48 403 13 146 25 706 29 251 06:00 29 104 8 156 37 260 I 06:15 .. 35 101 ,~,. 12 154 47 255 06:30 63 95 14 126 77 221 06:45 76 108 203 408 33 116 67 552 109 224 07:00 110 97 48 112 158 209 I 07:15 " ~'lt5.., r;82 54 121 203 07:30 ~'1.:i 1D 76 56 86 193 162 I 07:45 'l~ '0 ;15~ 80 513 335 71 71 229 390 222 151 08:00 -114 76 62 82 176 158 I I 08:15 101 75 50 73 lS1 148 08:30 90 67 65 54 155 121 08:45 ,. 111 68 416 286 73 56 250 265 184 124 09:00 91 68 88 56 179 124 I 09:15 73 47 84 50 157 97 09:30 68 55 80 34 148 89 09:45 ., 84 39 316 209 67" 34 319 174 ~'151 73 ',",,- 10:00 94 49 85 35 179 84 I 10:15 89 24 71 27 160 51 10:30 88 33 94 30 182 63 10:45 92 22 363 128 97 22 347' 114 189 44 11:00 84 19 ~~108! 13 <>l"'~'11 32 " .' .1921 ~ 11:15 <, 104 '-;0'" 16 14 ~ ~jl92 30 I '. .. ,1lS1 11:30 95 26 ~'99 15 -'":1'1" 41 ":It;, 194 11:45 101 6 384 67 ., ,113 7 408 49 ~lf214 13 Total 2322 4005 1717 4817 4039 8822 I Percent 36.7% 63.3% 26.3% 73.7% 31.4% 68.6% CornOOed 6327 6534 Total 12861 Peak 07:15 03:00 11:00 04:45 11:00 04:45 I Volume 517 475 408 714 792 1111 P .HE 0.856 0.906 0.903 0.915 0.892 0.920 I I I I I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005633 Station 10: BOYNTON BCH BL 7oo'W OF EL CLAIR RANCH I Lat~ude: 0' 0.000 Undefined Start Q4-feb-03 EIA Hour Totals WIA Hour Totals Combined Totals Time Tue Morning Afternoon Mom"" Afternoon Momm Aftomoon Moming Afternoon Mom~ Afternoon I 12:00 28 311 25 411 53 722 12:15 28 314 18 391 46 70s 12:30 24 335 26 350 50 685 12:45 15 339 95 1299 9 396 78 1548 24 735 I 01:00 11 371 12 361 23 732 01:15 11 319 13 322 24 641 01:30 12 310 9 310 21 620 01:45 13 339 47 1339 11 363 45 1356 24 702 I 02:00 7 335 9 367 16 702 02:15 3 307 9 400 12 707 02:30 11 366 9 349 20 715 02:45 12 365 33 1373 5 357 32 1473 17 722 03:00 11 i~~':f338' 6 377 17 715 ,I 03:15 6 380 3 350 9 730 03:30 5 394 7 420 12 814 03:45 8: '~3B5 30 1507 9 . 388 25 1535 17 783 04:00 12 328 6 406 18 734 I 04:15 9 360 6 380 15 740 04:30 12 70 9 417 21 ~ 7B7 04:45 26 383 59 1421 19J~~ '411 40 1614 45.~~t'T14f 05:00 33 35 19 fir' 43 52 ~>.!'795" I 05:15 40 19 .,c' ~ 431 59'~ '>\",,-BI6~ 05:30 58 352 34 0.,1,:431 92 783 05:45 75 306 206 1402 42 393 114 1691 117 699 06:00 87 303 53 366 140 669 I 06:15 156 293 70 330 226 623 06:30 209 258 99 344 308 602 06:45 257 264 709 1118 148 309 370 1349 405 573 07:00 290 203 176 290 466 493 I 07:15 ~343"l 214 234 242 577 456 07:30 ~"'352' 178 304 174 ~ 352 07:45 ....;;Uill 183 1355 778 UE 157 1037 863 340 08:00 "_: 309 154 358 142 667 296 ,I 08:15 327 190 329 151 341 08:30 146 111 257 08:45 336 144 1301 634 366 113 1372 517 704 257 09:00 306 168 311 104 617 272 09:15 308. 180 321 106 629 286 I 09:30 280 139 308 76 588 215 09:45 321 109 1215 596 293 90 1233 376 614 199 10:00 294 93 309 78 603 171 I 10:15 296 87 338 71 634 158 10:30 348 72 356 74 704 146 10:45 278 77 1216 329 327 61 1330 284 605 138 11:00 316 47 385 43 701 90 I 11:15 276 43 386 43 662 86 11:30 323 31 383 35 706 66 11:45 306 40 1221 161 350 39 1504 160 656 79 Total 7487 11957 7180 12766 14667 24723 I Percent 38.5% 61.5% 36.0% 64.0% 37.2% 62.6% Combined 19444 19946 39390 Total Peak 07:15 03:00 11:00 04:45 11:00 04:30 I Vol""" 1374 1507 1504 1709 2725 3172 PHF. 0.928 0.954 0.974 0.980 0.965 0.972 1335- I,-rn /'32.1 Wi!;. '2662.. II II I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005611 Station ID: BOYNTON BCH BL 800W OF MIUT ARY TRL I Latitude: 0' 0.000 Undefined Start 25-feb-03 E/A Hour Totals WIA Hour Totals Combined Totals Time Tue Mom' Afternoon Momi Afternoon Momin M"",oon Mom;n Anemooo Mom~ Aflemooo I 12:00 39 27 452 66 837 12:15 40 :~:; 21 . 437 ... ., 61 795 12:30 30 19 412 49 794 12:45 ,-,. 20 129 ,1481 11 429 78 ~ 1730 '31 785 I 01:00 11 15 382 26 769 01:15 it..\; .," j,18 16 371 34 728 01:30 20 10 385 30 744 . 01:45' 1', 't}"'- ~_19 fr.; 68 1505 ... 7 372 (< 48 1510 26 774 I 02:00 14 8 348 22 787 02:15 18 4 411 .' 22 787 02:30 15 9 380 24 809 02:45 :,}"';(ij ;.;:' 13 60 1666 6 385 "" 27 1524 19 807 I 03:00 15 8 383 23 830 03:15 ',~, 3 3 388 'I 6 811 03:30 10 5 398 15 902 03:45 10 38 1829 '.7, 428 23 1577 17 863 I 04:00 19 7 403 26 882 04:15 -.,.~;~ . 18 ,'C.".>' ~~W:.;r"13' ~~?,~~ ,. 31 ~'''= 04:30 15 15 30 ", (. 04:45 .,,:; 30 82 '. 1800 21 ~,~-;\~ 563 56 1844 51 ": "1008f ' - I 05:00 39 26 ..~~ 65 '" ''''84 05:15 40 417 33" 338 ..-.. ~~'."~.~ 73 753 05:30 46 488 39 259 85 747 05:45 69 434 194 1784 71 275 169 1309 140 709 06:00 81 395 69 270 150 665 I 06:15 159 373 85 314 ~ 244"''- 687 <", 06:30 192 348 120 319 312 667 06:45 'T 290 . 328 722 1444 .162 310 436 1213 452 638 07:00 249 294 222 265 471 559 I 07:15 342 277 265 220 607 497 07:30 274 255 301 190 575 445 07:45 350 259 1215 1085 320 170 1108 845 670 429 08:00 342 288 318 150 ~ 438 I 08:15 329 234 331 139 373 08:30 286 210 333 141 351 08:45 "'322 249 1279 981 358 118 1340 548 367 09:00 273 232 341 125 614 357 I 09:15 253 233 299 132 552 365 09:30 309 173 315 92 624 265 09:45 309 196 1144 834 310 88 1265 437 619 284 10:00 281 160 321 85 602 245 I 10:15 336 157 ;.')<. ;;~:395 '"":,,71 .~;: 731 228 10:30 301 118 402 65 703 183 10:45 339 126 .. 1257 561 oN 3871: 51 15051<1 272 726 177 11:00 ~.."" 60 "':~c"i1l 45 ';~&696"'1 105 ":"".. 305+ ~""i391 .. ,/ I 11:15 .' 33;j 96 '.1 "'ci~;a 49 , ':);;; 7241 14S 11:30 60 "~@1(;,?" , 36 ~130 96 11:45 ,351 ' 55 1324 271 ~"Wr'" 27 1606 157 : 7;1','" . 82 ...~~-.,..,.... . ,.".,7 Total 7512 15241 7661 12966 15173 28207 I Percent 33.0% 67.0% 37.1% 62.9% 35.0% 65.0% ComOOed 22753 20627 43380 Total Peak 11:00 03:30 11:00 04:15 11:00 04:15 I Vokrne 1324 1863 1606 1880 2930 ~ PHF. 0.943 0.924 0.936 0.835 0.939 (j6/V I I I I I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 S~e Code: 000000005613 Station 10: BOYNTON BCH BL 800'E OF MIUTARY TRL I Latitude: 0' 0.000 Undefined Start 04-Feb-03 EfA Hour T olals WfA Hour Totals Combined Totals TIme Tue Momm Afternoon Mom Afternoon Momm An""""" Mom! Afternoon Mom Afternoon I 12:00 40 327 26 387 66 694 12:15 ,';"j' 25. i~', 270 " '15:,. 320 -:--;, 40 590 12:30 30 318 22 381 52 699 ~i; 12:45 '" 19, 284 114 1199 7 383 70 1451 26 667 I 01:00 16 300 11 504 27 804 01:15 16 321 " "11:.. 432 27 753 01:30 15 287 4 433 19 720 i;; 01:45 ., c.: 13,'; 339 60 1247 17 414 43 1783 ~.;-.. 30 753 I 02:00 14 279 17 434 31 713 02:15 ,,;. 5 322 7 408 12 730 02:30 9 338 11 481 20 817 02:45 ".~c. 7 323 35 1260 7 465 ., ,.0-"42 1788 14 788 :.:;,/; I 03:00 10 327 5 432 15 759 03:15 9 354 10 'r 432 19 766 03:30 9 335 5 464 14 799 03:45 9 344 37 1360 10 438 30 1766 19 782 I 04:00 9 344 10 476 19 820 04:15 "~5_.. ,_ 384 ,13 448 18 832' 04:30 11'~ 3113 14 459 25r"'~M2' 04:45 261~" . 51 1435 29 450 66 1833 55 tL.t 774f 05:00 21 ..~~~ 23 ""'0'" 44 _;~. ~J 816 I ..-,.,.,-~:,..' .J, : \1 ~9 05:15 27' '\'-'.h?' iJ8 45 72, ..,. 81.t 05:30 35 321 44 .",,~. 79 780 05:45 52 298 135 1393 71. 183 1893 123 759 I 06:00 60 318 56 404 116 722 06:15 116 300 99 432 215 732 06:30 138 276 141 338 2Tl 612 06:45 189 2Tl 'J,' 501 1171 219 350 515 1522 408 627 I 07:00 192 226 218 340 410 566 07:15 215 239 324 299 539 538 07:30 213 224 302 222 515 446 07:45 259 192 879 891 418 208 1262 '~I 400 08:00 239 183 ~ 167 584 350 I 08:15 247 218 ~~ i55 170 ,......- 388 08:30 247 174 :">~_ 398. 156 ,'if '11 ' 5 330 <:,", 08:45 27 173 1008 748 7:L.,: 70 123 1668 616 'iI" 7 296 09:00 239 176 .t'~3551 116 '~Jl... 594i 292 I 09:15 219 187 3Tl ,140 596 327 09:30 211 141 359 99 570 240 09:45 242 129 911 633 446 107 1537 462 688 238 10:00 224 119 295 112 519 231 ". 10:15 297 79 376 98 673 lTl 10:30 288 78 335 85 623 163 10:45 271 84 1080 360 324 68 1330 383 595 152 11:00 ~ ~!'! 68 374 50 647 118 wi~'" 273.1 I 11:15 - f""306~ 50 350 55 656 10S 11:30 ,.=~ 38 372 42 681 80 11:45 41 :" .1193 197 325 54 1421 201 630 95 Total 6004 11884 8167 14747 14171 26631 I Percent 33.6% 66.4% 35.6% 64.4% 34.7% 65.3% Combired 17888 22914 40802 Total Peak 11:00 04:30 08:15 05:00 08:15 ~ J VoIlII1e 1193 ~ 1678 1893 2686 PHF. 0.965 0.893 0.939 0.901 0.960 /&68' IGE-L 669f:; I CXJ'r I I I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 StteCode: 000000005601 Station ID: BOYNTON BCH BLVD 800'W OF CONGRESS AVE I Latitude: 0' 0.000 Undefined Slart 2~aI"-.Q3 Ef' Hour Totals WI' Hour Totals Combined Totals Time Tue Momin Afternoon Momin Afternoon Momin Afternoon Mom Afternoon Mom Afternoon I 12:00 54 312 28 353 82 665 ,:/12:15 " 46 329 23 399 " 69 728 12:30 32 318 25 372 57 690 ~~. 12:45 21 357 153 ,;,< 1316 ~:. 13. N::^1'413 ~', ,~', 89 ~'~:; 1537 34';: 770 I 01:00 24 297 20 370 44 667 01:15 21 338 20 .. 417 41 755 01:30 17 299 17 386 34 685 01:45 ,,,; i.:O- 12 ~-"356 ;.,.~ . 74 1290 11 422 68 1595 23 778 I 02:00 18 365 7 378 25 743 02:15 14 350 9 398 23 748 02:30 14 335 9 354 23 689 02:45 .. ,,,,.,. 1~ 12 .304 58. 1354 10 363 35 1493 22 667 03:00 3 339 7 411 10 750 II 03:15 12 363 ~ ';.7 396 19 759 .;., ;. 03:30 9 355 8 376 17 731 03:45 13 390 37 1447 6 ," 422 28 1605 19 812 04:00 16 399 19 371 35 770 II 04:15 .,14 364 "11. ,,, 387 25 751 04:30 15 '~.''''- 23 '>.' 1, 381-~<'81~ .; 04:45 .. 18 388 63 1550 25 5 78 1580 43 ~793 05:00 20 3g2 24 37~ 44 'ii, jJ68 .1 05:15 , 34 ~, ':.::1' 35 ~U. 69" ,"'~'822 05:30 4S 356 44 407 89 763 II 05:45 54 399 153 1545 61 378 164 1585 115 777 06:00 65 348 64 353 149 701 06:15 93 340 113 331 206 671 06:30 137 326 132 325 269 651 06:45 165 ....294 460 1308 195 307 524 1316 360 601 07:00 168 262 217 310 385 572 I 07:15 188 249 264 262 472 511 07:30 203 216 296 245 499 461 07:45 237 245 796 ,., 972 356 224 1153 1041 469 08:00 254 223 .~ 187 613 410 I 08:15 254 210 168 580 378 08:30 240 178 154 596 332 08:45 24 183 995 794 . 1 165 1422 674 628 348 09:00 235 172 9 137 564 309 I 09:15 247 182 319 151 566 333 09:30 204 177 354 98 558 275 09:45 292 107 978 638 345 105 1367 491 637 212 10:00 265 146 335 88 620 234 I 10:15 315 104 377 91 692 195 10:30 275 86 367 86 642 172 10:45 334 91 1209 427 372 64 1451 329 706 155 11:00 312 78 364 83 676 161 I 11:15 317 61 422 55 739 116 11:30 320 66 403 48 723 114 11:45 314 44 1263 249 376 25 1565 211 690 69 Total 6239 12890 7944 13457 14183 26347 I Peroent 32.6% 67.4% 37.1% 62.9% 35.0% 65.0% Combined 19129 21401 40530 Total Peak 10:45 ~ 11:00 04:30 10:45 ~ VoIlI11e 1283 1565 j@) 2844 3199 I P.HF. 0.960 0.988 0.927 0.958 0.962 .973 I iqs. ;liLz.. ~ I I I I I I Slart Time 12:00 12:15 12:30 ~; 12;45 01:00 01:15'" .:" 01:30 01:45 02:00 02:15",,, 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15. 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 I I I I I I I I I I J 'I I Total Percent CootlO1ed Tolal Peak Volume PHF. J I] II 1tl-f"eb-03 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 EtA Moo Momina Afternoon 63 451 60 353 44 368 ""~", 42 ',1,"417~, 38 3BO ..." 30 ~:, 376 26 367 --10 381 7 327 ,,,.,,,.,,, ""'''~-12 .. ~; 428 10 398 15 423 7 441 13 440 .. 13 465 :y 12 489 7 496 15 465 16 463 " 40 ,-''("'i;;-, ~'( 440 34~,)i'i5il2 33 <,~.",:: 517 65 [~:S~.497 71', .~ 4/16 " 120 410 131 408 168 363 214 365 220 292 243 293 276 228 341 231 304 227 296 200 312 155 302 155 283 180 329 151 304 102 363 110 304 141 335 98 325 105 332 93 351 97 350 76 404 39 359 58 'iJ ~ ~ 7649 33.9% 22596 11:00 1464 0.906 14947 68.1% 05:00 2002 0.968 Hour T olals Mom"" 209 104 '~"'45: ". ',' 78 '.j 203 633 1080 1214 1279 1296 1464 44 Afternoon ~~1589 y I 1504 10 12 19 15 14 13 16 13 11 20 h 18 37 37 69 86 120 170 238 250 344 . 386 ~".,t464i 1044.' "':491~ 1lII441. ~ .~~..... 39QoI; 362 403 390 371 366 371 366 342 382 324 378 378 386 378 1576 1835 1864 2002 1546 737 543 437 270 9130 39.5% 23096 07:30 1792 0.912 Page 1 Site Code: 000000005203 Station 10: BOYNTON BCH BLVD 6OO'W OF 1-95 ENT 13966 80.5% 01:15 1636 0.911 Mom;ng Latitude: 0' 0.000 Undefined Hour Totals Combined Totals 123 ~'It 62 229 1685 1802 1498 1414 1520 Afternoon :~ 1527 97 64 '.. 58 778 1553 J..4nmfln Afternoon 91 848 87 714 82 753 72 801 65 746 56 -n6 59 755 21 780 30 776 22 776 22 816 34 830 22 801 27 833 26r:"""is1.i 28, ;c:"D..'1I76' 20 '1;,.9j4, 26 .....c-t,: 877~" 36 828 58 828 ~~ l~~) 134 897 .., 157 841 240 752 301 752 406 714 464 667 564 603 629 561 ~. l';74111 452 .' 832 451 .: 745 484 ~W2 387 674 343 705 326 673 344 700 308 670 265 734 269 670 301 677 226 707 210 656 172 729 197 728 158 790 114 737 101 WtA Momina Afternoon 28 397 27 361 38 385 \"~ 30 ."'- ~.~'" 384 27 366 .', 26 ~400 33 E. 388 <~-jl 11, "':;'''-..399 23 " ,.~... . 348 418 407 360 393 416 387 (418 ;, 1412 i 1:1. ~:f92 398 400 355 342 344 351 302 311 268 224 220 257 187 188 171 164 157 163 159 160 128 105 79 100 82 75 43 1622 1556 1583 1545 1339 1023 803 643 472 300 16779 36.7% 45692 07:30 3009 0.904 28913 63.3% 03:30 3548 0.969 I - 04-02-l. I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 Srte Code: 000000005301 Station ID: BOYNTON BCH BLVD 600'E OF 1-95 ENT II Latitude: 0' 0.000 Undefined Start 1()..feb-03 EfA Hour Tolals WIA Hour Totals Combined Tolals Time Moo Morning Afternoon Morning Afternoon Morning AAemoon Morning Afternoon Morning Afternoon I 12:00 43 318 34 307 7/ 625 12:15 36 300 22 314 58 614 12:30 26 258 16 274 42 532 12:45 22 286 127 1162 39 308 111 1203 61 594 I 01:00 19 284 23 273 42 557 01:15 13 282 21' 297 34 579 01:30 18 290 15 278 33 568 01:45 16 293 66 1149 9 281 68 1129 25 574 I 02:00 12 278 8 361 20 639 02:15 11 334 9 297 20 631 02:30 6 297 3 346 9 643 02:45 7 319 36 1228 6 298 26 1302 13 617 03:00 7 321 10 326 17 647 I 03:15 8 3~ 4 285 12 639 03:30 10 7 ~~1h51 ~",'" , .."'ti 17 _ :~~;..-;;,697~ 03:45 7 61. 32 1382 5 "'~,,321 26 1283 12 "~...682;l 04:00 8 ~~; ~~356 9 B'r309 17 ;a'.if,~: 665~ I 04:15 12 312 8A~ 20''''<8 1:'=- : ....""'""1.-~ 04:30 10 354 19 04:45 29 322 59 1344 42 1335 45 666 05:00 19 37 13 336 32 71 I 05:15 29 328 12. 297 41 625 05:30 53 348 26 340 79 688 05:45 75 310 176 1360 36 312 87 1285 111 622 06:00 93 275 35 281 128 556 I 06:15 112 279 69 278 181 557 06:30 167 267 91 255 258 522 06:45 190 255 562 1076 136 256 331 1070 326 511 07:00 195 222 168 218 363 440 I 07:15 231 204 220 222 451 426 "'<<.'" .~314' '''''...no . 07:30 ~~, 169 181 ~h.:.t 609~ 350 07:45 172 1057 767 '$f.': , 344 1 181 1046 802 ~;6BO~ 353 ~i~!!\336, \i.:.~ 08:00 '''''~279'. 171 ' "'.. 305. 193 T"~~~. -S84lJ 364 ~-'-~-' ~."._". :,1 ~'il'5121 I 08:15 . '262' 166 ~~t~250i 153 319 08:30 210 139 252 131 462 270 08:45 238 119 989 595 251 125 1058 602 489 244 09:00 242 147 283 123 525 270 I 09:15 236 105 240 109 476 214 09:30 237 104 260 118 497 222 09:45 238 103 953 459 281 112 1064 462 519 215 10:00 236 121 248 102 484 223 I 10:15 263 88 249 87 512 175 10:30 255 86 280 59 535 145 10:45 272 63 1026 358 255 64 1032 312 527 127 11:00 259 57 288 59 547 116 I 11:15 311 43 259 63 570 106 11:30 285 44 294 51 579 95 11:45 274 36 1129 180 336 32 117/ 205 610 68 Tala! 6212 11060 6068 10990 12280 22050 I Percent 36.0% 64.0% 35.6% 64.4% 35.8% 64.2% Combined 17272 17058 34330 Total Peak 07:30 03:15 07:30 03:30 07:30 03:30 Volume 1172 1417 1213 1373 2385 2748 I P.H.F. 0.872 0.947 0.882 0.876 0.877 0.968 C!.62. J :'62 2':12'-1 I I I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005807 Station ID: BOYNTON BCH BLVD 150'E OF NE4TH AVE I latitude: 0' 0.000 Undefined Start In-MM-03 EIA Hoor Totals WIA Hour Totals Combined Totals Time Moo Mom Afternoon Mom Afternoon Mom Afternoon Momin Afternoon Momin Afternoon I 12:00 26 155 4 10, 30 12:15 ';~~:~ '-y'::f'_".17"" i:~140 .",', 17 .5 "':'J ~~; !J 34 12:30 14 152 11 ZZ! 25 12:45, ..-! 12 .186 -'," 69 633 13 223 45 875 25- " ,. " I 01:00 16 149 3 207 19 01:15 13 194 0 t ~"., 204 - "F; 13 01:30 2 160 5 197 7 "01:45 .!} :- {:;}". 77- 7 145 38 648 ...., 2 194 t.", 10 802 9 I 02:00 9 168 7 204 16 02:15 tZ 6 156 5 199 .111 02:30 5 192 3 213 8 02:45 ,"''S~ 7". ,,172 27 6B8 6 :,.d'" 203 ~( 21 819 13 II 03:00 2 181 2 186 4 03:15 '3 m ~ 4 194 :.,.. 7 03:30 3 162 3 194 6 03:45 :~. 2. .206 10 752 1 205 10 iO' 779 3 I 04:00 1 ;j~ 3 194 4 04:15' 4 123 5 183 ~'I" 9 04:30 5 196 8 215 13 04:45 3 170 13 672 5 198 21 790 8 I 05:00 7 144 6 192 13 05:15 ~ 7 ,,186 13 213 20 05:30 9 137 14 230 23 05:45 '~f 12 153 'T 35 620 15 193 """48 828 27 I 06:00 18 146 21 191 39 06:15 ",30 118 21 176 51 06:30 31 128 48 175 79 06:45 43 107 122 499 - 49 131 139 673 92 07:00 39 97 82 121 121 I 07:15 65 124 94 155 159 07:30 84 69 139 124 223 07:45 113 90 301=' 380 210 112 525 512 3 08:00 136 73 167 92 303 I 08:15 107.< 75 158 86 'C" 265 08:30 114 54 145 75 259 08:45 120 81 477 283 164 75 634 328 284 09:00 126 54 178 70 304 I 09:15 113 65 189 54 302 09:30 122 54 185 57 307 09:45 125 30 486 203 169 38 721 219 294 10:00 131 54 174 40 305 II 10:15 136 34 191 39 327 10:30 121 33 171 26 292 10:45 133 43 521 164 191 42 727 147 324 11:00 157 22 209 26 366 I 11:15 131 26 223 24 354 11:30 158 22 219 21 377 11:45 146 18 592 B8 226 9 877 80 372 Total 2691 5830 3778 6852 6469 I Percent 32.3% 67.7% 35.5% 64.5% 34.1% Combined 8321 10630 18951 Total Peak 11:00 03:15 11:00 12:00 11:00 02:30 I Volcme 592 754 877 875 1469 1544 PHF. 0.937 0.915 0.970 0.951 0.974 0.939 If/) PA J IISa 15/4 I I I I Slart 10-Feb-03 Time Moo 12:00 I .".'.~ 12:15.~ .~ 12:30 12:45 01:00 I ,.01:15 o 1:30 01:45 V! 02:00 02:15 I 02:30 :,~ ,02:45 ,}/:,~. 03:00 "03:15 J " 03:30 I 03:45 04:00 ., 04:15 04:30 I :("1 04:45 ;\' 05:00 05:15 05:30 ) ~ 05:45 :;; I 06:00 06:15 06:30 06:45 . 07:00 ., 07:15 07:30 I. 07:45 08:00 /, 08:15 08:30 I 08:45 09:00 . 09:15 09:30 09:45 ,';" 10:00 10:15 . 10:30 10:45 11:00 11:15 I 11:30 11:45 -Total I Percent Combine I d Total I Peak Volume I P.H.F. . I . . . PALM BEACH COUNTY Page 1 TRAFFIC ENGINEERING 160 S AUSTRALIAN AV Site Code: 000000005645 WPB FL 33406 684-4030 Station 10: WOOLBRIGHT RD 700'E OF LAWRENCE RD Latitude: 0' 0.000 Undefined EJA Hour Tolals WfA Hour Totals Combined Totals Morning Afternoon Momin Afternoon Morning Memoon Morning Anemooo Mornin Afternoon 33 224 15 256 48 480 ;;;,.<, 21 A~ 224 .11 ,,- .,""215 ':\- 32 439 12 239 14 230 26 469 13 204 79 891 5 240 45 941 18 444 16 250 4, 267 20 517 14 ,. ..,. 226 5 236 " 19 462 16 214 2 '236 18 450 :,-;,. 11 210 .!:.t,~. 57 t: 900 ,';:;' , J Met 18 , 980 ~": 18 ~ 451 "' 3 233 4 245 7 478 5 233 2 238 7 471 7 266 3 230 10 496 5/. 275 20 1007 ::-: 4 225 '':) I,~ 13 ,,-. 938 ,9 !Ii 500 3 251 3 213 6 464 ~;:-3 291 ':;';'7'i~l ~ 6 237 ~ 9 528 'f.-. 4 332 1 236 5 568 3 290 13 1164 6 231 16 917 9 521 4 332 6 232 10 ~ ~~-5".1 ",-5 u- 291 tJ;<"'" .,.. 6 233 ;'P.... :;~ 11 .' 5241 ti '''~~~i 7 320 4 278 11 ,"12 320 "28 1263 ,9 215 25 958 21 10 12. 13 204 23 516 10 '311. 19 " 234 -J-' 29 552 14 276 31 181 45 457 42 304 '\:~ 76 1210 42... .244 105 863 "',-~ 84 548 '" 44 224 44 200 88 424 88 245 64 202 132 447 126 162 110 178 236 340 142 198 380 829 147 170 365 750 289 368 131 147 189 121 320 268 115 ,132 245 136 360 268 186 140 275 107 461 247 ~241~ 117 678 538 ~~32] 67 1030 431 :T:~t 184 ,".~_"" 244 143 i94";~~:'~ 85 228 ~~200i 111 68 ~......~ '"500_ 177 ..~~ ",,'.-' "'22' 113 ~!i_23 61 .i",.i;':,5.zs1 174 209 87 879 454 275 .-. 61 1207 .,273 484 148 223 138 247 53 470 191 140 104 292 48 432 152 186 78 241 39 427 117 195 '.'.', .. 85 744 405 230 67 1010 207 425 152 168 59 212 40 378 99 238 .. 68 223 54 , 461 122 199 56 247 29 446 85 198 36 801 219 250 26 932 149 448 62 218 42 246 38 464 80 217 48 255 26 472 74 225 31 234 21 459 52 229 28 889 149 237 20 972 105 466 48 4644 9027 5738 7512 10382 16539 34.0% 66.0% 43.3% 56.7% 38.6% 61.4% 13671 13250 26921 07:45 04:30 07:45 01:00 07:45 04:00 916 1270 1253 980 2169 2221 0.931 0.956 0.941 0.881 0.940 0.929 I I I Slart 11me 12:00 I 12:15., 12:30 12:45 01:00 ,01:15 I 01:30 01:45 02:00 .,.02:15 I 02:30 02:45 03:00 03:15 03:30 I 03:45 04:00 ,c,', 04:15 04:30 I /;! 04:45 05:00 05:15 05:30 05:45 I 06:00 06:15 06:30 06:45 I 07:00 07:15 07:30 07:45 08:00 I 08:15 08:30 08:45 09:00 I 09:15 09:30 09:45 10:00 10:15 I 10:30 10:45 11:00 11:15 I 11:30 11:45 Total Percent Combine I dTotal Peak Volume P.H.F. I I I I JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Horsham, PA 19044 Site Code: 5205 Change These in the Preferences Screen Station 10: WOOLBRIGHT RO 400' W OF 1-95 Latitude: 0' 0.000 Undefined ElA Hour Tolals W/A Hour Totals Combined TQ(als Morning Aftomoon Momin Afternoon Morning Afternoon Momi Aftomoon Momin Aftomoon 56 360 44 402 100 762 .55 401 28 ,,\-:.!.,; 401 -Jl.::;.;'" ,;; ....83 >. 802 39 376 21 60 825 43 "., 422 193 1559 27 .. 9 120 1661 70 831 35 360 24 ..3BI. 59 741 ll,. 29~.:> ><!' 366 .-,. 20 "4M." .~J.: 49 790 21 355 15 339 36 694 14 ,;>,423 99 1504 10 .387 69~';2: ,Q531 '~~-~ :<'24' 810 B 375 16 443 24 81B 11 400 12 381 23 781 10 39B 11 411 21 809 8 417 37 1590 ;:~ ,v 8 409 47 ~"" .'t: 1644 16 826 4 430 7 362 11 792 ':"';:>I']l: "9 456 4'- . 6 423 ; ','i' 15"":' 879 ,'. -:-; 7 425 6 406 13 r~;~ B3~i 15 463 35 1774 10 414 29 1605 25 ., Bn 16 402 13 394 29 ti~79li "~25.;"" "483 ..? 16 '.c.398 ",' 41 :"""I~ 16 419 16 410 32 B29 33 387 ""'. 9O:''''Y''1691 20 ..374 65 ~'1576 ;pc. 53 It.' 761 33 .' ~,~'396; 39 399 72 795 31' ,:t:~flju9 52 .. 360 B3' 809 73 'QQ 57 361 130 841 'i'j;< ,110 ',m. '''''''~'n.r.'''247" 1817 =98 ~Y"';:'3n "-,, 246 ....1497 208 869 0.;'. 102 351 112 362 214 713 145 350 156 330 301 680 239 316 235 312 474 628 279j~ 304 765 1321 294 297 797 1301 573 601 264 256 287 275 551 531 293 299 333 248 " 626- 547 316 213 ~m! 196 t891 409 344 191 1217 959 ;",,3 451 169 1544 B8B 7951 360 361 207 .;f!:~~:?~_~3'-:: 184 " 7B9 391 385" 140 ~:'t.~~.m 169 - ~"'i7BT.i 309 364 173 373 132 737 305 384 168 1494 668 407 149 .'....1630 634 791 317 323 176 3B6 131 709 307 295 145 376 141 671 286 272 143 392 115 664 25B 351 '~ 109 1241 573 374 133 1528 S20 725 242 318 117 360 lIB 678 235 .. 327 " 89 384 115 711 204 334 94 399 90 733 184 336 71 1315 371 357 63 1500 386 693 134 350 98 350 66 700 164 390 83 410 65 800 148 3B6 65 388 45 774 110 395 53 1521 299 397 40 1545 216 792 93 8254 14146 9120 13459 17374 27605 36.8% 63.2% 40.4% 59.6% 38.6% 61.4% f()...FetHJ3 Moo "''::' T. :'it ...., 1.7"!/,. 22400 11:00 1521 0.963 22579 07:30 1774 0.938 44979 07:30 3180 0.994 05:00 1817 0.923 00:30 1663 0.926 03:30 3385 0.961 I. I I Start Time 12:00 12:15 12:30 12:45 01:00 'Ol:1S',l 01:30 ';.01:45 02:00 't~02:15 02:30 02:45 03:00 03:15 03:30 03.45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 ., .05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 'i,08:15 ,.;-:; 08:30 '", 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 .10:45 11:00 X,' 11:15 11:30 .11:45 Total Percent Combined Total Peak Volume P.HF. I I I I I I I I I I I I I I I I Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 '''''elHl3 Man EIA Mam Afternoon Hour Totals Mom Afternoon /";, 43 377 34 342 27 352 39 365 27 332 21 ,\"' '1\: 324 p. 25 329 22 360 14 346 ,_ 15/,,375}</ l~ 16 388 9 373 11 422 --,12 416 7 428 7 415 14 374 7 433 25 396 ~Ii~ 58 ~i;.;;t424 89 377 90 340 ." 128 352 193 283 243 259 254 256 ~~~.~ m ~~i.'.. 3,89 ' 174 .>,!> .'.3.11 . 137 351 173 340 168 290 163 288 132 293 125 280"'" 1.11 308 119 ,; 281 107 298 110 .. 283, 84 343 69 e<. 331'.,75 349 48 '356. 45 7610 13244 36.5% 63.5% :iiJ, ~I;! ~l ';:tl' ~;.. 20854 07:30 04:45 1395 1709 0.897 0.921 ,143 . 225 654 1239 "1391 1151 1170 1379 ,'J 95 54 37 """",1681 72 "'1608 1436 1345 1482 1681 1234 937 t~ 652 531 420 237 Page 1 Sije Code: 000000005303 Station ID: IJI.QOLBRIGHT RD 600'E OF 1-95 ENT 05:15 1446 0.918 Latitude: 0' 0.000 Undefined Hour T otats Combined Totals Afternoon Mom" Afternoon i:;C', "~oj 111 161 1199 1399 1176.. 1194 1247 505 91 99 705 73 650 59 683 '1279 ., ,,73 677 59 636 .,<51 648 40 664 36 649 26 699 ~t: "'~29 A:' 681 24 726 20 726 18 742 15 731 8 771 19 725 21 721 17 788 41 739 48 747 57 ~,7S1l 50 <oii 809) 1444 <' 1~ ~,' , ~~ 147 677 204 647 327 607 481 537 480 500 549 500 ~W~l 435 829 ""''id722' 331 751~ 339 ~ ~ 680..t 298 682 293 ffT7 289 612 284 576 255 553 250 474 .. .- 586 216 591 222 554~ - 185 593 195 626 141 637 140 620 133 690 93 679 94 14816 24894 37.3% 62.7% WIA Mom" Memooo 56 39 32 34 ,j, 32 30 15 14 12 14 8 11 7 3 1 12 7 10 16 22 15 14 21 61 57 76 134 238 226 259 322 ~392"'-~. '," i ~. :~'-',;362~ ..""3" i",;'.;wi.,' :J ,~331:; 337 322 288 260 306 283 273 295 343 294 289 341 323 7206 38.2% 18856 07:45 1454 0.927 .~~ 1252 45 1350 A:, 23 1288 55 1387 1234 567 323 , ,::-" '" ,-", 223 39710 07:30 05:00 2840 3125 0.945 0.966 I. I I Start 03-Ma' -03 Time Moo I 12:00 12:1S 12:30 '" 12:45 I 01:00 '.\' " 01:15 01:30 01:45 I 02:00 02:15 02:30 02:45 I 03:00 03:15 03:30 03:45 I 04:00 04'15 04:30 04:45 05:00 I 05:15 05:30 05:45 06:00 I 06:15 06:30 06:45 07:00 I 07:15 07:30 07:45 08:00 I 08:15 08:30 08:45 09:00 I 09:15 09:30 09:45 10:00 I 10:15 10:30 10:45 11:00 I 11:15 11:30 11:45 Total I Percem CootlOled Total Peak I Volume PHF. I I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005809 Station 10: 'M)OLBRIGHT RD l00'W OF ICWN BRIDGE Latitude: 0' 0.000 Undefined EtA Hour T olals WtA Hour Totals Combined Totals Afternoon Mom Afternoon Mom" Momooo Afternoon Mom' Afternoon 4 123 7 a 11 269 3 94 : >-jt~ 7 221 3 96 9 220 ~\>,2 153 ;,c.:, ~..,;12 rY'*- 466 6 "'- . 1.~ ~- '..' .,23 549 :'L 8 . 305 .. 1 126 2 125 3 251 ~-,.., .'" 4 114 ~ ~~ :,:2 100 ':::'-'6 ;~:i r; 214 ." !i; "" 2 122 1 121 3 243 3 122 10 484 2 121 7 467 5 243 1 98 1 131 2 229 '''1 , 129 .';., 0 117 l::f, 'Ji246 0 146 4 124 4 270 3 129 5 502 0 124 5 496 3 253 2 144 0 105 2 249 2 93 " 1 77 3 170 0 153 1 135 1 288 0 ',,'< 84 " 4 474 '2 85 4 402 ,. 2 169 2 lOT' 1 158 3[365 1 ~162 _"i, 2 103 t: ;. '~~~..~1 3 170 4 128 3 ....n. 9 677 1 ;,~.,112 ,;- 8 501 4 ... 2SlI 4 138 6 94 10 232 5 140 4 105 ..... 9 :1';;-. 245 9 116 8 90 17 206 15 101 33 495 8 93 26 382 23 194 25 97 12 84 37 181 17. 85 ., 28 110 '.I;. 45 195 '" ., 1~~ . 23 72 31 95 54 167 31 83 96 337 24 67 95 356 55 150 61 42 54 67 115 109 53 33 70 59 123 92 71 31 93 58 164 89 ",- 107 25 292 131 Ti40~ 46 357 232 247 73 106 45 "'1331 40 239 85 82 39 -b129 . 48 211 87 90 30 .I,HZe 1 29 196 59 -..106 93 28 371 142 110 [;". 36 478 153 203 64 93 22 114 48 207 70 90 36 92 41 182 77 94 22 110 37 204 59 70 23 347 103 99 25 415 151 169 48 134 31 130 29 264 60 70 27 104 12 174 39 143 14 129 24 272 38 112 12 459 84 119 15 482 80 231 27 105 11 121 19 226 30 111 8 118 7 229 15 97 6 132 8 229 14 129 6 442 31 135 11 506 45 264 17 2080 3926 2406 3814 4486 7740 34.6% 65.4% 38.7% 61.3% 36.7% 63.3% 6006 6220 1=6 10:30 04:00 07:45 12:00 10:30 04:00 471 677 508 549 958 1178 0.823 0.818 0.907 0.869 0.881 0.807 I I Palm Beach County TWO CHANNEL SUMMARY Page: 01/13/2003 TO 01/14/2003 Site Reference: 240000000000 File: 5617.prn I Site 10: 561100000000 TECn'S NAME: SP Location: 23RD AVE 750'W OF CONGRESS AVE County: TIME LANE 1 LANE 2 TOTAL E APP W APP I am pm am pm am pm ------------------------------------------------------------------------------------------------- 00: 15 9 101 6 93 15 194 00:30 4 B6 3 109 7 195 I 00:45 4 115 2 117 6 232 01:00 5 22 107 40. 3 14 117 436 B 36 224 84S 01:15 9 99 4 100 13 199 01:30 3 124 4 11. 7 23B 01:45 2 97 0 113 2 210 I 02:00 3 11 95 415 0 8 113 440 3 25 20B 855 02:15 3 9B 1 119 4 217 02: 30 3 97 1 140 4 237 02: 45 2 102 0 124 2 226 03:00 3 11 142 43. 3 5 132 515 6 16 274 954 I 03:15 0 129 2 125 2 254 03:30 1 16B 0 133 1 301 03:45 1 153 2 121 3 274 04:00 3 5 161 611 3 7 115 494 6 12 276 1105 04: 15 3 172 1 126 4 29B I 04:30 . 141 5 136 9 277 04:45 2 155 7 129 9 2B. 05:00 7 16 176 644 6 19 123 514 13 35 299 1158 05:15 6 lB6 6 106 12 292 I 05:30 10 194 14 125 24 319 05:45 IB 143 24 105 42 248 06:00 20 5. 154 677 30 74 102 438 50 128 256 1115 06:15 2. 125 34 97 5B 222 06:30 29 101 41 B6 70 1B7 I 06:45 43 92 5B 62 101 154 07 :00 67 163 73 391 128 261 91 336 195 424 164 727 07: 15 68 67 14B 58 216 125 01:30 91 60 191 48 282 108 01 :45 103 61 161 38 264 99 I 08:00 146 408 sa 246 IB2 682 23 167 328 1090 81 413 08:15 125 52 157 27 282 79 08:30 131 64 166 30 297 94 08: 45 123 54 132 15 255 69 09:00 liS 49. 42 212 171 626 26 98 286 1120 68 310 I 09:15 92 43 130 22 222 65 09:30 100 32 139 31 239 63 09: 45 70 44 128 20 198 64 10:00 88 350 28 147 116 513 20 93 204 863 48 240 10:15 98 32 121 20 219 52 I 10:30 91 20 120 17 211 37 10:45 87 27 97 21 184 4B 11 :00 90 366 23 102 106 444 15 73 196 810 38 175 11: 15 80 15 109 12 189 27 I 11 :30 110 12 89 18 199 30 11:45 107 11 110 7 217 18 12:00 113 410 10 48 108 416 3 .0 221 826 13 88 ------------------------------------------------------------------------------------------------- TOTALS 6657 6713 13370 I AM Times 06:00 07 :30 07:45 AM Peaks 525 691 1171 Factors PHF': .89 PHF': .90 PHF': .89 I PM Times 16:45 14 :30 16:45 PM Peaks 711 521 1194 Factors PHF: .91 PHF: .93 PHF: .93 I I I I I Palm Beach County TWO CHANNEL SUMMARY Page: 01/13/2003 TO 01/14/2003 I Si te Reference: 240000000000 file: 5603.pm Site ID: 560300000000 TECH'S NAME: SP Location: 23 RD AVE SOOtE OF CONGRESS AVE County: TIME LANE 1 LANE 2 TOTAL I E APP W APP am pm am pm am pm ------------------------------------------------------------------------------------------------- 00:15 9 127 10 96 19 223 00:30 9 119 13 116 22 235 I 00:45 15 117 6 123 21 240 01:00 8 41 99 .62 5 3. 103 .3. 13 75 202 .00 01:15 10 121 5 112 15 233 01:30 5 146 5 130 10 276 01:45 2 106 2 131 . 237 I 02:00 1 ,. 101 .7. 2 14 124 "7 3 32 225 '71 02:15 5 1I7 0 124 5 241 02:30 2 11. 2 140 . 258 02:45 . 122 2 138 6 260 I 03:00 2 13 128 .85 . . 162 56' 6 21 290 1049 03:15 1 165 6 174 7 339 03:30 0 19' 0 147 0 341 03:45 1 213 1 106 2 319 04:00 3 5 205 777 . 11 131 55. 7 16 336 1335 I 04 :15 3 182 3 139 6 321 04:30 2 177 3 171 5 348 04:45 6 rn 1 ill 623 7 30 05:00 6 17 11 676 . 11 10 28 330 1299 I 05:15 13 17 6 74 19 347 I 05:30 9 17 10 19 49 05:45 16 144 8 10 24 87 I 06:QO 26 6. 163 653 24 .. 120 613 ;0 112 283 1266 06: 15 33 99 30 106 63 205 06:30 34 99 42 101 76 200 I 06:45 37 86 58 95 95 181 07:00 7' 17. 81 365 126 256 131 .33 200 .3. 212 7.. 07: 15 96 74 147 77 243 151 07:30 92 73 180 56 212 129 07:45 16 73 180 59 132 I 08:00 143 ... 68 2.. 228 735 50 2.2 371 1229 118 530 I 08:15 138 57 215 58 353 liS 08:30 30 66 197 45 327 1I1 08:45 13. 59 16' 41 303 100 I 09:00 130 532 33 215 178 75. 37 181 308 1291 70 3.6 09:15 99 42 126 56 225 98 I 09:30 106 49 156 .5 262 94 09:45 8. .2 120 32 20. 74 10:00 85 37' 24 157 137 53' 38 171 222 .,3 62 328 I 10:15 96 25 118 28 214 53 10:30 125 21 121 29 246 50 I 10:45 113 36 103 24 216 60 11:00 10' 438 19 101 102 ... 24 105 206 882 0 206 11:15 90 17 111 32 201 49 I 11:30 102 13 109 24 211 37 11:45 129 19 117 15 246 3. 12:00 11' '3' 16 .5 114 '51 12 .3 228 .8. 28 ..8 ------------------------------------------------------------------------------------------------- TOTALS 7327 7818 15145 I AM Times 07:45 07:45 ~ AM Peaks 574 820 39. Factors PHF: .88 PHF: .89 F: .93 I PM Tillles 15:30 16:45 15:15 PM Pea ks 794 663 1335 (//0 1]26 Factors PHF: .93 PHF: .94 PHY: .97 I s. :ty 66~ 820 663 I I I I I I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 S~e Code: 000000005305 Station 10: 23RD AVE E OF 1-95 OVERPASS Latitude: 0' 0.000 Undefined Start 03-Mac -oJ E/A Hour Totals W/A Hour Totals Combined Totals Time Moo Mom Afternoon Momi Afternoon Momin Aftomoon Mom Afternoon Mom Afternoon 12:00 10 150 11 124 21 274 .12:15 ;,' 1;:. 15 123 _8-'~i. ~)28 p,:;: ,. 23 251 ""~ 12:30 9 128 5 132 14 260 12:45 >c. 8 , 129 ,.42 530 1 151 25 535 9 280 01:00 6 138 6 126 12 264 . 01:15 - ,"<: 6 136 'L 4 " 144 .. 10 280 > ":;.1' ", 01:30 4 145 2 132 6 2n 01:45 -,', - 4 122 20 . 541 6 134 ,,' 18 536 .,. 10 256 "':" 02:00 4 137 3 139 7 276 02:15 ". 4 163 .. -'.if- 1 135 5 298 , 02:30 1 146 4 132 5 278 02:4S ~5~ 143 :I:'~ 14 589 "3' 193 11. :;'I!;. 599 8 336 ~ . 03:00 2 194 1 1!13 3 387 03:15 , ..1 ....; 208 -'.' 1 '137 2 345 ;,', 03:30 5 196 3 .,""153 8 349 03:45 n -9 1 187 9 785 7 149 12' 632 8 336 04:00 2 194 1 151 3 345 04:15 " .. ..,3 ~ 0/" 7'1 1 139 ~, ;c 4~!1;/~~~ IX :.-' 04:30 6 . _~i~--" 1 149 7 i"" !~370i 04:45 '>:!~ 181 29 828 5 17 8 609 23 f;~ 'H372 ,;.\t. .~:'~ ..... 05:00 5 ,-t('~~ \ 5 14 10 .; .iS''-3701 05:15 "'14 ((.ii'( ,,213 l:'i 6 ..134 20 347 "~ - - . 05:30 18 204 16 137 34 341 05:45 33~ 163 70 803 26 128 .53 546 59 291 06:00 37 134 37 120 74 254 06:15 33 134 44 'c'-"" "120 n 254 06:30 58 106 88 110 146 216 06:45 - 102''''- 94 .. 230 468 173 ., 128 342 478 ~ 275 222 07:00 108 94 180 113 288 207 07:15 07:30 79 71 . :"".399' 150 07:45 90 573 336 67 890 321 v::,,,&~e' ! 157 ~t, '_f-~~'~ 08:00 74 58 ,t'. f>fil361 132 ;;,08:15 63 52 y,,~ ~",,>:.:mi 115 -.. " 08:30 69 48 336 117 08:45 ~', 67 624 273 58 847 216 309 125 09:00 53 46 251 99 09:15 57 48 246 105 09:30 57 44 260 101 09:45 27 460 194 41 579 179 282 68 10:00 38 32 271 70 10:15 31 22 250 53 10:30 23 25 251 48 10:45 19 524 111 38 536 117 288 57 11:00 20 19 272 39 11:15 17 20 2n 37 11:30 24 19 252 43 11:45 26 537 87 8 547 66 283 34 Tolal 5545 4834 7000 10379 Percent 63.9% 55.6% 40.3% 59.7% Combired 86n 8702 17379 Total - 07:30 04:30 07:30 02:45 07:30 ~ Volume <i'~ 859 ~ 676 ~ 1462 PHF. 0.963 0.923 0.876 0.944 5S}' ('as I I I I I I I I I I I I I I I I I I I I Start Time I 12;00 12;15 12;30 12;45 I 01;00 01;15 01:30 01;45" I 02;00 '1'1; 02:15 02;30 02;45 03;00 I 03;15 03;30 ,;~ 03;45 ' 04;00 I 04;15 04;30 '04;45 05;00 I 05;15 05;30 05:45 06;00 I 06;15 06;30 06;45 07;00 I 07:15 07;30 07:45 08;00 I 08;15 08;30 08;45 09;00 I 09;15 09;30 09;45 10;00 I 10;15 10;30 10;45 11;00 I 11;15 11;30 1,;45 Tolal I Percent Carored Tolal Peak Volt.me I P.HF. I I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Sije Code: 000000004606 Station ID: MILITARY TRL 5OO'S OF lANTANA RD Latitude: 0' 0.000 Undefined 19-Feb-.03 N/A Hour Totals S/A Hour Totals Combined Totals Wed Afternoon M Afternoon Mom Afternoon Mom' Afternoon Mom~ Afternoon 46 242 46 304 92 546 42 230 46 259 88 489 35 237 24 256 59 493 ;.,~ {t: 18 l' 230 ":141 ;,939 34 .; 254 ., ,....,50 1073 ,~ 52 484 15 245 14 280 29 525 " .. 31 , 296 .~',- "}_19 264 " 50 t,J 560 ,~ 15 224 14 258 29 482 12 275 73 1040 13 303 60 1105 25 578 16 276 10 298 26 574 '... 12 286 12 263 24 549 8 302 12 288 20 590 9 298 45 1162 8 309 42 1158 17 607 12 349 12 281 24 630 " ..-;13 277 ,;c; 11 c>,' 349 24. 626 6 294 14 321 20 615 17 357 48 1277 10 .''', 316 47 1267 27 673 ~ 8 326 10 309 18 635 13 358 13 370 26 728 19 354 20 329 39 683 16 "f'!J'"~3il 56 1392 31 ;'1-]48 '74 ,"xC" 1356 47 [:711 26 ~416 31m382 57 ." ~7llll 27 ~"'~<;1f418 5O.'1Ii"399 77 817 53 ....399 54 ~~" t;363 107 _ 162 " 59' '332 165 1565 83- ." :351. 218 1501 142 689 92 352 122 313 214 725 154 328 167 ... 322 '{ -321 650 207 267 202 329 409 596 273 275 726 1222 299 332 790 1356 572 607 T~1 262 360 262 747 524 'C" ~.-... ~ -~'~'15- 201 · '.. ;'382t- 224 425 Gl!l 196 J.J'o", ~.~-(~ 206 ~~~~.. - I 402 -"Sf; ".-,' " 0'''' .f(17, .i.446~, 157 1765 816 'e 372 195 1522 887 818 352 369 172 "". l 188 _168J 360 .,~~.399 ';;11 308 220 311 201 619 . 421 265 165 306 200 571 365 320 197 126,2 774 280 175 1296 764 600 372 255 169 268 177 523 346 217 154 219 179 436 333 261 136 217 157 478 293 211 117 944 576 198 161 902 674 409 278 200 122 232 167 432 289 214 125 222 103 436 228 244 103 218 108 462 211 273 97 931 447 217 85 889 463 490 182 257 99 222 82 479 181 265 67 254 58 519 125 240 78 253 61 493 139 258 48 1020 292 251 56 980 257 509 104 1176 11502 6970 11861 14146 23363 38.4% 61.6% 37.0% 63.0% 37.7% 62.3% 18678 18831 37509 07;00 04;45 07;15 05;00 07;15 04;45 1765 1587 1561 1501 3308 3079 0.884 0.949 0.956 0.940 0.912 0.942 - I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 Srte Code: 000000004636 Weather: Station ID: Serial Number: MILITARY TR 7OO'S OF HYPOLUXO RD I Installed By: Other Notes: Latitude: 0' 0.000 Undefined Start 1 <>Ma<-OO NIS Hoor Totals SIA Hour Totals Combined Totals Time Man Mom Altern""" Mom' Afternoon Mom Alternoon Mom' Afternoon Mom' Afternoon I 12:00 26 250 35 261 63 511 12:15 24 245 22 256 ,. 46 501 12:30 17 261 27 261 44 522 ,-" ,~12:45' ;",'1 ;;~ 12 239 61 ,,995 20 ~ 251 " 104 1029 ..32 " ;:490.\ i~ \ii'. I 01:00 15 242 12 262 27 524 01:15 ~ }""',,14 ;:"'..,]0<233 t.;.\ 13 261 ;>"4' 7J iq 494 ., 01:30 14 226 9 257 23 465 01:45 14 313 57 1016 : 15 269 49 1069 29 602 I 02:00 19 305 14 263 33 566 "02:15 i:f, 12 307 ',o, !I'", ~,.. 5.. ."266 I", 17 593 !;oIl ", 02:30 14 321 6 313 22 634 02:45 6 359 53 1292 9 339 36 1201 17 696 I 03:00 10 354 6 344 16 696 03:15 ,<;,.- ~'s.:', :.::--15 341 "" 13 345 ,. ~'" .' 26 6116 03:30 13 352 6 331 21 883 03:45 .' 11 .,359 49 1406 9 "296 36 '''1316 20 657 04:00 12 267 9 3116 21 673 I . 04:15 15 324 6 412 23 736 04:30 29 .....".,.,. 10 396 39 761 04:45 ~ ;;,"'" 29 85'1" f{i41312 25 '",!,",'f;:;~'I1 52 1607 54lITLi;;l J,' -- ~ 05:00 38 24 ~.\'i"\f450 ~~ r',iJ.":: I 05:15 51: >310 36 ' '525 05:30 69 322 36 " "~66 105... _786. 05:45 '.. 66 326 244 1375 .76 389 172 1630 162 715 06:00 101 268 67 396 168 684 I '. 06:15' ,_166 304 ~ 126 -~.. 370 294 674 06:30 259 245 174 293 433 538 06:45 290 234 616 1071 226 298 617 1357 516 532 07:00 'j91l 232 316 196 709 430 I '07:15 "f 163 -'~..~t!~~. 210 .~~.,~ 393 07:30 . 9) 173 '~";,.,O 196 .~~~t1't ' 371 i~it'~211 'ilt,I<i". .. 760 .,t"":.. 07:45 151 1910 739 ; ",432j 174 1461 325 06:00 363 154 ~329.1 146 ~..~.,712' 302 I 08:15 401 151 264 135 . 665 266 08:30 354 134 312 150 666 264 08:45 322 ""123 ., 1460 562 326 143 1251 576 646 266 09:00 267 139 270 156 537 295 I 09:15 251 121 244 130 495 251 09:30 267 121 246 125 515 246 09:45 210 101 995 462 216 99 980 510 426 200 10:00 205 98 207 102 412 200 I 10:15 207 113 243 94 450 207 10:30 243 63 247 65 490 166 10:45 237 71 692 365 246 59 945 340 465 130 11:00 226 58 242 66 470 124 I 11:15 262 42 272 54 554 96 11:30 250 41 265 52 515 93 11:45 276 29 1038 170 239 37 1016 209 517 66 Total 7680 10765 6741 11646 14421 22631 I Percent 41.6% 56.4% 36.3% 63.7% 38.9% 61.1% Coot>ined 16465 18587 Total 37052 Peak 07:00 04:30 07:15 04:45 07:15 04:45 Volume 1910 1426 1492 1652 3394 3239 I PHF. 0.901 0.965 0.663 0.682 0.690 0.905 I I I I I Start Time 12:00 12:15 12:30 .'; -S~. 12:45 ~t: 01:00 01:15 ~ 01:30 01:45 02:00 " 02:15' ,-, 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent ~ Total Peak Volume P,HF. I I I I I I I I I !I II II II I I II 26-M..-.Q3 Wed t: 8 5 4 ,"' <i ~i: :~.~\:" 5 "'-: 2 ~p:'., 'r~'~ 7 2 7., 1 2 o 4 1 2 7 2 3 6 4 " 12 13 16 24 43 46 ...~,., 80 113 161 154 ~'~-224~' ~\~~r 149 138 120 106 99 109 98 100 99 94 105 85 91 110 101 3294 43.1% '~~"II,< ,,,. 7638 07:15 956 0,839 Palm Beach County Traffic Engineering 160 S, Australian Ave West Palm Beach, FL 33406 NfA Aftemooo .~~ 95 91 103 ~'{84 ~. 76 112 ,. 95 131 'ffitf 180 '. 117 0'1,15 146 140 , 138 ,151 152 129 159 104 143 157 155 121 128 104 108 91 78 7.1 81 52 59 51 68 57 38 38 41 38 25 18 26 14 18 5 12 8 4344 56.9% 02:00 633 0,833 Hour Totals Mom" Afternoon .'22 "12 25 """' 400 893 624 412 398 387 18 7 96 Page 1 Srte Code: 000000004614 Station 10: LAWRENCE RO 700'N GATEWAY BL 7 12 7 9 10 4" 3 6 4 2 3 4 3 1 1 1 7 4 5 2 4 6 9 12 21 40 66 87 - .P'~ ,'" ""158 ~,~,~',' , """"'2081 J'''r200 ~.;,;r~ 288 ~135 ' 88 66 74 75 67 68 78 53 92 81 70 90 92 98 92 107 2330 29.8% SIA Mom Aftemooo 114 98 111 95 130 :i~';:~125 140 152 163 111 119 " 134 119 137 133 147 202 172 189 196 ~{t4W21i .~i~ 213 o.:;_;2~ 169 131 ..., 161 113 115 107 93 102 83 70 76 , 105 78 53 60 65 50 57 37 23 29 34 12 16 5476 70.2% Latrtude: 0' 0.000 Undefined Hour Totals Combined T alals Mom" Afternoon Mom" Afternoon 15 209 17 189 11 214 '!.- 418 "~::. Y.hf_ 14 :-:l 179 12 206 -,/,'" 11 237 5 235 547 13 283 5 353 '''4 291 3 236 527 8 280 4 265 3 277 8 271 536 3 298 10 354 10 301 9 348 759 14 300 17 ~~3Mffi ~~J " ''',~~: 850 55 iliiiIoiioil319. 67 297 120 235 179 269 574 248 204 ;S1W3\2~ 193 ~~~i<CJil 184 ~.ifK~~ 174 417 ~-420'~ 154 303 142 215 121 212 144 334 195 162 173 114 167 89 187 101 258 151 101 192 75 180 75 184 63 167 195 37 In 47 189 39 202 24 91 208 24 5624 9820 36.4% 63,6% 373 ~ 414 r, 633 575 ,.. 544 576 431 235 149 83 43 7806 07:00 05:00 701 850 0.843 0,962 "C 35 " 301 23 13 18 31 214 701 266 333 389 ~; 6 15444 07:00 05:00 1594 1426 0,922 0,948 I I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 Srte Code: 5204 I Station 10: LAWRENCE RO N OF OLO BOYNTON BEACH RO I Latitude: 0' 0,000 Undefined Start 23-Jan-03 NIA Hoor Totals SIA Hour Totals Combined Tolals Time Th" Mom' Afternoon Mom Afternoon Aftemooo Mom Aftemooo Afternoon I 12:00 3 94 15 139 18 233 12:15 : ,,7 114 11 119 18 233 12:30 12 114 11 135 23 249 :,' .12:45 -r.... 2".. 106 "24 428 9 107 i( 46 >y'c'~_ 500 ;;'j' 11 213 i:t.f" ....;.,.;; I 01:00 5 111 4 128 9 239 ~-;:Ol:15 ':h ~':1; 2 118 ~::: ~ ". 5 !~113 'fi'-' "'.' " '" 7 231 " " 01:30 5 111 4 121 9 232 01:45 4 " 121 16 461 4 134 17 496 8 255 I 02:00 4 122 4 140 8 262 02:15,\>, ,;t !~ 4 ' 1#_ 10 "1-~140 '..;-" 14 297 ,~ ;I; .i__ 02:30 5 ''t~11.i' 3 146 8 258 02:45 0 ,!' ''''138 13 529 7 156 24 582 7 294 ."12:._ 3 152 5 275 03:00 2 :,123 I 03:15 ~ '. 5 ,'] , i38 4 ('..:,~. 169 9 307 03:30 1 103 2 190 3 293 03:45 (i} ",3 ' 131 11' ''/>' 495 3'" 182 12 :;~ '693 6 313 04:00 3 127 3 167 6 294 I 04:15 4 112 7 189 11 301 04:30 4 111 1 180 5 291 ';;;<'04:45 .' 2 112 13;- 462 3 211 14 '" 747 5, 323, ,lit ',,:-1..; 05:00 5 125 3 ~2i7 8~m1 I 05:15 16 107 ~li:~~: 1,7 f~~"'~;."336i 05:30 12 135 18 ;3541 I 05:45 33 111 66 478 ,;s 8", ''-"21e, 18 891 41 ~327.. 06:00 31 126 20 206 51 332 I 06'15, 44,," .108 .. 12 ", 213 56 321 ;Co< ~ ;-; ,;'i r;> I 06:30 71 109 28 177 99 286 06:45 97 100 243 443 39 131 99 727 136 231 07:00 107 85 80 143 187 228 I 07:15 p.<,"J/; ~ 138 84 75 135 213 219 07:30 E~18il 63 7.1 116 .~'~ 179 , ,;,258 07:45 .' ",210. 52 636 284 70 102 302 496 2801 154 I 08:00 " 1851 57 75 104 -a:i, 161 I 08:154, .....17~ 43 76 ]4 117 I 08:30 , 138 51 88 84 226 135 ,08:45 t. .~'( 17.1 :(49 "674 200 76 75 315 337 253 124 09:00 141 42 89 95 230 137 I 09:15 110 52 79 80 189 132 09:30 102 33 79 80 181 113 09:45 123 34 476 161 88 62 335 317 211 96 10:00 115 36 75 53 190 89 I 10:15 107 28 97 53 204 81 10:30 119 26 96 37 215 63 10:45 111 27 452 117 101 35 369 178 212 62 11:00 118 21 121 35 239 56 I 11:15 125 16 108 25 233 41 11:30 123 14 102 25 225 39 11:45 114 15 480 66 125 27 456 112 239 42 Total 3104 4124 2007 6076 5111 10200 I Percent 42.9% 57.1% 24.8% 75,2% 33.4% 66,6% ~ 7228 8083 15311 Total Peak 07:30 02:15 11:00 05:00 07:30 05:00 Voltme 750 530 456 891 1048 1389 I P .HE 0,893 0,844 0,912 0.973 0,936 0.940 I I I I I I I I I I I I I I I I I I I I I Palm Beach County Traffic Engineering Page 1 160 S, Australian Ave West Palm Beach. FL 33406 Srte Code: 000000005636 Station 10: LAWRENCE RO 500'S OF BOYNTON BCH BLVO Latitude: 0' 0.000 Undefined Start 25-Ma0'-03 NIA Hour Totals Sf A Hour Totals Combined Totals Time Tue Moo, Afternoon Afternoon Mom Memooo Afternoon Mom' Afternoon 12:00 4 104 5 73 9 17.1 12:15 2 83 4 54 6 137 12:30 1 88 1 60 2 148 12:45 " 3 91 10 366 J:l: 0 65 10," 252 3,,,, 156 .- 01:00 0 119 3 57 3 176 ~ 01:15 0' 122 -~, . f~ 01:: , 1 ;,..,54 , ,.~. ,,~-. .To'. .c. 1 176 "" 01:30 1 96 0 67 1 163 01:45 !'.' 0 80 417 0 70 "4 248 0 150 02:00 0 124 0 54 0 178 ;:::~"02:15 ~~ ;P .:rK'Oii': 119 .. 2 ;"60 ".\', ,^~ :\ j'.~ " 2 179 " l~; .. It.;.;, 02:30 3 118 1 58 4 176 02:45"' 0 ::.!" " 104 3 465 0 51 3 223 0 155 03:00 2 137 0 58 2 [ ~i9~i 03:15 -- ,,,,1 47 "' 1 , 48 '.~ ~~ - 2~i:;1i5 '-j~. ~:>< 03:30 2 ~,^,124 0 65 2 '~ ).;181/ 03:45' "'~ 0 i'"111JJ. 5 528 ~ 0....,"" ,it:n 243 ~.. ...0 .~ ~-: ""':~"112 :"" ~ ;~' 04:00 2 105 r"" , 3 162 1 't~;:;r,!iT 04:15 0 87 3~n ,:;~ 3 159 04:30 3 92 o ~::~~'~~'H 3 158 04:45 ~ 4 "105 9 ' 389 2 .., ';"U..i{ 6 276 6 186 05:00 9 176 1 35 10 211 05:15 7 136 4 57 11 193 05:30 19 88 7 70 26 158 05:45 12 112 47 512 'i'-2 65 14 227 14 177 06:00 36 74 8 68 44 142 ~06:15 ,,43 82 13 ~ 43 56 125 .~, 06:30 56 56 15 47 71 103 06:45 75 51 210 263 21 49 57 207 96 100 07:00 105 43 17 36 122 79 ii 07:15 114 60 20 32 134 92 07:30 112 45 23 29 135 74 07:45 itS11 34 482 182 24 22 84 119 175 56 08:00 -:'~~1120' 41 37 32 157 73 08:15 .. ~i~mt' 35 29 28 147 63 08:30 20 45 15 158 35 08:45 92 ., 31 443 127 53 12 164 87 145 43 09:00 80 39 53 14 133 53 09:15 79 23 40 19 119 42 09:30 102 17 53 21 155 38 09:45 .. 1. 70 15 .<i, 331 94 56 13 202 67 126 28 10:00 81 15 11 20 136 35 10:15 " 80 11 60, 10 140 21 10:30 105 7 )~~~f3.4; 10 - .."~ 17 .'.. .169 10:45 95 ,..,4 361 37 :'''_Y-Ga.! 6 242 -"I 46 ,"~p,;t 1~1 10 11:00 118 8 46 8 ~t};;':: -164' 16 7 '<"".5{ s, ,,11:15 if 101 -'z< <;7 49,,~ 3 .,-. J;i'" ">150. 10 11:30 85 5 66 3 151 8 11:45 105 7 409 27 46 5 207 19 151 12 Total 2311 3407 994 2014 3305 5421 Pe<cent 40.4% 59,6% 33.0% 67,0% 37.9% 62.1% ~ 5718 3008 8726 Total Peak 07:45 03:00 10:00 04:00 10:30 03:00 Voltme 502 528 242 276 841 771 P,HF. 0,831 0,750 0,917 0.852 0.916 0,914 I Palm Beach County Traffic Engineering Page 1 I 160 S, Australian Ave West Palm Beach, FL 33406 Srte Code: 000000004624 Station 10: CONGRESS AVE 350' N OF LANTANA RO I Latrtude: 0' 0,000 Undefined Slart 04-feO-03 NIA Hour Totats Sf A Hour Totals Combined Tolals Time Tue Mom Afternoon Mom Afternoon Mom~ Aftemooo Momin Afternoon Mom~ Afternoon I 12:00 38 284 42 350 80 634 12:15,;,',.", ," 19 284 ~;wi 27, 411 " -; " 46 695 '~ 12:30 24 300 23 340 47 840 12:45" 18 '328 99 1196 19 255 111 . 1356 37 :'1"~ 583 I 01:00 18 286 21 291 39 57.1 01:15._ 21' 307 22 278 X 43 585 01:30 15 331 10 295 25 626 ,,'01:45 .;.~,- 7" 331 '. 61 1255 ",10 378 ,,,63 1242 17 709 '... I 02:00 13 330 10 358 23 688 02:15 .. 9 336 14 355 23 691 02:30 5 375 7 365 12 740 02:45 '4 333 31 /1374 10 354 41 1432 T; 14 687 I 03:00 17 359 16 345 33 704 03:15.) i 6 ~ 385 'r. 10 380 16 765 03:30 6 342 20 438 26 778 03:45'_. 7 330 36 1416 6 360 ,52 1521 13 690 04:00 8 280 8 405 16 685 I "".04:15 " _.9 3U ~'1.1l<; 12 y;;:-. 387 \' ~.~ 21 751 '''', ., 04:30 13 379 20 405 33 784 04:45 15 3,~ 45 1418 21 r~C419 61 1616 36 Co 814 05:00 24 3to 23 )fr.' /t;' ~6_ 47 fi;,+t;805 I 05:15 :;.' -,:" 35 338 32 ;.< .J$W 67 b;, 'j,!,; 769 05:30 40 376 44 ~,;pq 84 . ,~>J;~Jl12 05:45 ~-;. :1l- 71 397 170 ",1481 54 380 153 1673 125 77.7 06:00 100 358 87 365 187 723 I 06:15 ..,;.. --'1Ma-. 303 110 307 . 274 610 06:30 247 275 178 283 425 558 06:45 299 234 ,800 1170 187 274 582 1229 476 508 07:00 346 189 257 238 603 427 I 07:15 11"= 210 238 243 ~~sJ-t 453 !R~' ,m. , .. I 07:30 8'5121 187 293 212 ).,-,.d~.-?~ 399 07:45 .~::::JG..~4 175 1804 ~ 761 252 216 1040 fjJJ"N ~ 391 909 '" "~:4'27t91 - 08:00 "~4$2.i 133 272 203 ~...,..~:> .,,7.U~ 336 .,. , I 08:15 '350 ' 146 235 174 585 320 08:30 344 124 252 163 596 287 08:45 385 135 1531 538 = 154 981 694 607 289 09:00 325 129 236 198 561 327 I 09:15 266 143 266 186 532 329 09:30 298 108 328 138 626 246 09:45 269 121 1158 501 254 113 1084 635 523 234 10:00 231 100 228 74 459 174 I 10:15 284 83 278 75 562 158 10:30 340 66 293 68 633 134 I 10:45 286 61 1141 310 314 70 1113 287 600 131 11:00 303 60 299 61 602 121 I 11:15 304 41 298 42 602 83 11:30 261 37 368 61 629 98 11:45 295 43 1163 181 361 27 1326 191 656 70 Total 8039 11601 6587 12785 14626 24386 I Percent 40.9% 59,1% 34.0% 66.0% 37.5% 62,5% Combined 19640 19372 39012 Total Peak 07:15 04:15 11:00 04:45 ~ fub I Volume 1910 1508 1326 1712 PHF. 0,873 0,950 0.901 0.982 0,921 0.980 I I I I I Palm Beach County Traffic Engineering Page 1 I 160 S. Australian Ave West Palm Beach, FL 33406 S~e Code: 000000004600 Station 10: CONGRESS AVE 1000' S OF LANTANA RO I Latitude: 0' 0.000 Undefined Start Q4-feb-03 NfA Hour Totals SIA Hour Totals Combined Totals Time Tue Momin Afternoon Morning Afternoon Mom Aftemooo Mom Afternoon Mom" Afternoon I 12:00 36 206 30 225 66 431 12:15 :'" .~; f1: '~27 225 :-.,..,-' 25 r,~ 279 ie'-' :~~, .. 52.~,'l_':' 504 12:30 22 248 19 251 41 499 12:45 '>:- 20 '"oT""248 105 .. 927 21'jt'; 217 '95 9n 1'.' '"411 465 I 01:00 17 237 13 226 30 463 01:15 23 ~ 255 .,I';: 14 211 37 466 01:30 9 245 15 206 24 451 '01:45" i,' 6. 237 55 97~ .~12 '-, 243 ,;r,' 54" 886 18 480 ,- ~~ '~'. ~;>'\. I 02:00 14 233 5 314 19 547 02:15 "'~ 12 27.1 7 262 19 539 .. 02:30 7 270 8 256 15 526 02:45 ~'1 -,.CO 6 ,'276 39 1056 6 ~.,276 ~~,,~. 26 1108 12 552 I 03:00 8 303 9 259 17 562 03:15';:~} ,;.~ 3 293 ',." ;~.I( 10 "285 13 578 03:30 9 304 12 304 21 608 03:45 6 ...c275 26 1175 8 , ~":! 292 39 1140 14' 567 I 04:00 5 297 10 281 15 578 )~ 04:15 '1;.'1 ,);";"T'~ ..12 299 'F. " ;'f 10""'-.''J:' ,287 .. 22. m 586 , ..... ..~'; 04:30 9 313 18 ", ~t"'O"!I"~ 27 'fjIi stf} 358 .., 04:45 ^ ,9 332 ;f' 35 ,1241 16 '215 54 1201 25 " 0 ',,"607J r'J7:i 05:00 16 12 23 33IJ 39 '~W;542 I ~ '~ 22 .323 "'~/:' """.' 29' 320, 51 05:15 , ;'~ ~:c:.r.'.613 05:30 39 312 38 323 7.1 635 I 05:45 51 315 128 1262 38 289 128 1262 89 604 06:00 61 316 60 263 121 579 I I 06:15 109 ~,\300 le'" 83 .. ",. 229 192 529 I 06:30 155 266 133 229 288 495 .. 06:45 162 C:", 204 487 1086 :"1' 1.40 227 416 948 302 431 07:00 Ziti 188 189 210 428 398 I 07:15 "~5" 226 3. 194 r~);49Bl 420 07:30 '342j 189 185 ..... ",,606 374 07:45 ;~ 157 1206 ..",. 147 937 736 ~~:~'~'6_11' 304 l' 08:00 229 115 iilJ 161 , 21&459 276 ~"'.. I 08:15 231 ""'''' jI,: 143 189 145 , 420 288 08:30 234 134 188 121 420 255 08:45 "~ 250 125 944 517 184 133 769 560 414 258 09:00 213 120 17.1 146 390 266 I 09:15 176 126 182 138 358 262 09,30 181 113 228 105 409 218 09:45 206 97 7.16 456 203 85 790 4n 409 182 10:00 188 110 161 65 349 175 I 10:15 208 n 174 69 382 141 10:30 226 60 196 84 422 124 10:45 231 58 853 300 254 63 785 261 485 121 11:00 218 59 205 62 423 121 I 11:15 215 31 211 31 426 62 11:30 176 33 273 51 449 84 I 11:45 229 47 838 170 254 32 943 176 483 79 Total 5492 9924 5036 9722 10528 19646 I Percent 35.6% 84,4% 34.1% 65.9% 34.9% 65.1% Combined I Total 15416 14758 30174 Peak 07:00 04:30 07:15 04:30 07:15 ~ I VoIune 1206 1280 978 1283 ~ 2955 I P,HF. 0.882 0,964 0.896 0,896 0.890 I I I I '. I II II Start 06-Feb-03 lime Thu 12:00 I 12:15 12:30 I r~lD, 12:45 "'t, 01:00 01:15 " I 01:30 01:45 ii. 02:00 02:15 ;'e' II 02:30 02:45 03:00 03:15 03:30 I ,<\:; 03:45 If..> 04:00 'I '04:15. 04:30 ,,04:45 05:00 '05:15 05:30 05:45' ,I 06:00 06:15 06:30 06:45 I 07:00 ",07:15 07:30 07:45 08:00 II 08:15 08:30 08:45 09:00 I '09:15 09:30 09:45 10:00 ,,10:15 I 10:30 10:45 11:00 11:15 I 11:30 11:45 Total Percent Combine I dTotal Peak Volume P,H,F. I I I I JAMAR Technologies, Inc. Page 1 151 Kerth Valley Road Horsham, PA 19044 Srte Code: 4610 Change These in the Preferences Screen Station 10: CONGRESS AVE 1000' S OF HYPOLUXO RO Latrtude: 0' 0.000 Undefined NIA Hour Totals S1A Hour Totals Combined Totals Mooiing Aftemooo Mom' Aftemooo Morning_ Aftomooo Mom"'9 Aftemooo Mom!!:l9 AJlemooo 35 281 47 263 82 544 36 263 " ..' 28 271 ';. 64 'J; '534 22 27.1 23 292 45 569 15 271 108 1092 19 295 117; 1121 34--~::'" 566 15 282 19 307 34 589 19 ( 247 'r.~ 7'19 '287 ", ..... 'F ',' 38 534 16 253 20 317 36 570 10 ,,(246 60 " 1028 14 298 72 1209 24 544 15 331 14 313 29 644 ,~.9 312 C'i., ~t' 15 328 , 24 840 :~, 8 285 9 337 17 622 5 "326 37 '1254 6 333 44 1311 11 659 5 351 8 373 13 724 12 ' 347 ;-:..: ',,; 4 1'1' 355 ,T 16 702 11 313 9 318 20 631 4 :," ,,344 32 "', 1355 6, '317 27 1363 10 661 ., 6 345 9 342 15 687 9 '348 10 326 19 674 16 328 7 401 23 729 ~'. 15 319 46 1340 ~ 12 345 38 1414 27 684 15 346 20 312 35 r~W~ 26 ~70,7 27 384 ,'" ,',," 53 "II! 7 ~ 1t,42S 42 334 39 81 ' ''''1511 49 ." ,;:154 132 - 1414 - 56 ,,:;cC~16.. 142." '1608 105 [i:<'E7'1I ,'I: , . 46 f$;t-;,64 73 384 119 728 61 281 91 328 152 609 130 298 121 300 251 598 153" 278 390 1221 161 356 446 1348 314 634 17.1 293 "'-"'::"2"1 270 454 563 210 243 ~-~'311 246 ----5271 489 .. '- ~~'~',- . 229 192 ."1 311 244 , ',<i~U111, 436 341 ~."' 172 957 900 i~ .~n,. 223 1387 983 '''''',i>\'733J 395 247 191 248 209 :L..0.~"'~ 400 199 216 270 "195 469 411 198 198 221 203 419 401 217 162 861 767 251 195 990 802 468 357 171 159 209 190 380 349 191 156 .- 220 180 411 336 227 134 178 148 405 282 233 110 822 559 241 121 848 839 474 231 215 88 193 143 408 231 199 97 243 99 .. 442 196 206 68 257 99 463 167 248 84 868 317 235 69 928 410 483 133 245 61 263 61 508 122 225 45 257 42 482 87 251 44 241 47 492 91 312 36 1033 186 247 41 1008 191 559 77 5346 11433 6027 12399 1137~23832 31.9% 68.1% 32.7% 67.3% 32,3% 67.7% 16779 18426 35205 11:00 05:15 07:00 05:00 07:15 ~ 1033 1432 1367 1608 ~ 0,757 0.968 0,872 0,944 I Palm Beach County Traffic Engineering Page 1 160 S, Australian Ave I West Palm Beach. FL 33406 Srte Code: 5206 Station 10: CONGRESS AVE 1750'N OF OLO BOYNTON BCH I Latitude: 0' 0,000 Undefined Start ll3-M<< -03 NfA Hour Totals Sf A Hour Totals Combined Totals Time Mon - Afternoon Mooring Afternoon Afternoon Mom Afternoon Afternoon I 12:00 52 440 34 404 86 844 12:15 58 391 30 379 88 no 12:30 33 444 16 398 49 842 ',.l 12:45 V,;.' 27 .444 170 1719 y19 419 99 1600 46 863 I 01:00 28 382 19 386 47 768 01:15 <~ "0 28 ',1:397 .~.", 15 383 ,r',:O'':; 43 780 "0', 01:30 19 414 17 390 36 804 01:45', 19 458 94 1651 7 366 58 1525 26 824 02:00 16 476 13 401 29 877 I :.;i;c02;15 ,,,:.,'-, "\ 8 '417 .',',' " 7 .420 15, 837 -- 'i'- ~, ,. 02:30 13 467 11 396 24 863 02:45 9 455 46 1815 6 374 37 1591 15 829 03:00 10 416 7 " 451 17 867 I 03:15. ',' 16 #l 9 .-,f~' " 25 ;':!! 86~ " 03:30 8 469 11 if:t.i 19 '~k~cfKU, -~"'>'.- "..,03:45 16 ~,~, 479 <,. 50 ~.;:.><: 1808 13 '~~. .,. 40 1729 29 . ;~{m 04:00 9 484 17 429 26 r :";'893. I 04:15 7 471 17 376 24 847 04:30 18 505 20 362 38 867 ;': 04:45 19 ~:~,_{:i: ,,421 " - . 53 1861 29 ""362 83 1529 48 783 . 05:00 22l!r.m 35 415 57 972 I 05:15 22 ~~494 37 359 59 853- 05:30 27 "C', " . 525 49 373 76 898\ 05:45 39 '-~~?7'~48 110 2074 71 338 192 1485 110 ~~ 06:00 53 491 65 372 118 863 I 06:15 65 396 118 347 ,.183 743 06:30 114 406 201 347 315 753 06:45 152 412 384 1705 238 384 622 1430 390 776 07:00 287 348 321 340 608 688 I 07:15 212 344 ~].m]. 300 ~ 644 07:30 235 329 .~'~ ~Rg~~' 266 595 ~..., -' .. . 07:45 229 285 963 1306 ". " 429 269 1589 1175 65 554 08:00 241 290 ~,. 3981 228 63 518 .., ,~ I 08:15 222 247 374 237 596 484 08:30 258 249 356 184 614 433 08:45 233 186 954 972 328 179 1456 828 561 365 09:00 287 209 259 203 546 412 I 09:15 258 192 283 154 541 346 09:30 263 168 254 150 517 318 09:45 266 146 1074 715 266 120 1062 627 532 266 10:00 282 158 296 114 578 272 I 10:15 332 128 281 95 613 223 10:30 314 106 348 66 662 172 10:45 339 115 1267 507 392 69 1317 344 731 184 11:00 345 91 322 63 667 154 11:15 385 88 356 65 741 153 I 11:30 346 67 365 35 711 102 11:45 365 53 1441 299 358 48 1401 211 723 101 Total 6606 18432 7956 14074 14562 30506 Perrent 28.7% 71,3% 36.1% 63.9% 32,3% 67.7% I Combined 23038 22030 Total 45068 Peak 11:00 05:00 07:15 03:00 10:45 03:15 Volume 1441 2074 1666 1729 2850 3563 I PHF. 0,936 0,931 0.940 0,958 0.962 0.916 I I I I I I Palm Beach County TWO CHANNEL SUMMARY Page: 1 I 01/13/2003 TO 01/14/2003 Site Reference: 130000000000 File: 5624.prn I Site In: 562400000000 TECH'S NAME: SP I Location: CONGRESS AVE 500'N OF 23RD AVE County: T1ME I.ANE 1 LANE 2 TOTAL I N APP S APP am pm am pm am pm ------------------------------------------------------------------------------------------------- 00:15 35 259 35 268 70 527 00:30 21 265 54 333 75 598 I 00:45 22 251 37 340 59 597 01:00 17 95 29' 1075 39 165 30' 1245 56 26. 598 2320 01:15 12 297 21 338 33 635 01:30 13 269 14 313 27 582 01:45 10 262 7 314 11 576 I 02:00 , 3. 293 1121 16 58 331 1296 20 .7 62' 2417 02: 15 12 285 13 296 25 581 02:30 8 305 12 280 20 585 02:45 13 274 12 383 25 657 03:00 5 38 298 1162 11 '8 33< 1293 16 86 632 2455 I 03:15 8 342 7 386 15 728 03:30 7 315 7 361 14 676 03:45 10 268 10 375 20 60 04 :00 12 37 323 1248 11 n 376 1498 29 78 69' 2746 04: 15 14 312 10 398 24 710 I 04 :30 11 307 , 358 15 665 04 :45 9 286 12 333 21 619 05:00 22 56 310 1215 19 45 '09 1498 41 101 719 2713 05:15 37 287 16 381 53 668 I 05:30 28 281 24 '80 52 761 05:45 46 296 20 427 66 723 I 06:00 67 178 248 1112 37 97 440 1728 10' 275 8 2840 06:15 107 270 44 391 151 661 06:30 8' 233 68 359 157 592 I 06:45 135 227 77 287 212 514 07:00 196 527 203 .33 '.7 296 27. 1307 303 823 473 2240 07: 15 27. 222 143 246 422 468 07:30 29. 159 176 191 475 350 07:45 396 165 200 178 596 343 I 08:00 412 1446 147 "3 248 767 165 780 ~ 2213 312 un 08:15 575 158 214 142 78 300 08:30 38. 132 265 130 654 262 08:45 367 130 238 137 267 09:00 318 164.9 116 53. 234 .51 146 555 552 2600 262 1091 I 09:15 277 118 274 125 551 243 09:30 276 141 240 124 516 265 09:45 250 117 238 110 '" 227 10:00 225 1028 130 506 213 9'5 102 ..1 0' 1993 232 "7 10:15 232 73 267 73 '" 146 I 10:30 225 72 257 92 '82 164 10:45 20. 74 2'18 78 482 152 11:00 237 898 56 275 278 1080 72 315 515 1978 128 590 11:15 243 75 298 73 541 148 I 11:30 25< 59 251 61 505 12. 11:45 235 0 277 59 512 102 12:00 227 959 '0 217 283 1109 63 256 510 2068 103 <73 ------------------------------------------------------------------------------------------------- TOTALS 17043 17854 34891 I AM Times 07:45 11: 15 AM Pea ks 1832 1109 ~ Factors PHF: .79 PHF: .93 HF: .87 I PM Times 15:15 11:30 ~ PM Peaks 1248 1738 2811 Factors PHF: .91 PHF: .90 HF: .94 I I I I I I Palm Beach County TWO CHAt'mEt SUMI:.mRY Page: I 01/13/2003 TO 01/14/2003 Si te Reference: 130000000000 File: 5626.prn I Site 10: 562600000000 TECH'S NAME: sr Location: CONGRESS AVE 200'S OF 23RO AVE County: TIME LANE 1 LANE 2 TOTAL N APP S APP I am pm am pm am pm ------------------------------------------------------------------------------------------------- 00: 15 31 321 51 331 82 652 00:30 20 343 50 388 70 731 00:45 24 318 35 342 59 660 I 01:00 14 .. 330 1312 27 ,.3 339 UOO 41 252 669 2112 01:15 12 337 15 355 27 692 01:30 8 303 7 353 15 656 01:45 10 343 l' 353 24 696 I 02:00 5 35 322 1305 13 .. 332 1393 18 .. 654 2698 02:15 11 323 15 298 26 621 02:30 13 37' 12 425 25 799 02:45 7 355 9 352 I' 707 03:00 11 .2 314 1366 6 .2 '72 1541 17 .. 78. 2913 I 03:15 7 379 12 40' 19 763 03:30 10 32' 7 385 17 709 03:45 11 369 18 '09 29 776 04 :00 19 47 379 1451 11 .. 443 160 30 .5 822 3092 04 :15 9 337 8 '" 17 741 I 04:30 13 360 10 '17 23 777 04:45 28 308 21 '" 49 732 05:00 41 " 34 1353 13 52 ,1 1161 5' 143 864 3114 05:15 46 28 34 532 80 818 05:30 56 331 25 595 81 926 I 05:45 80 277 33 47 113 755 06:00 139 321 281 1115 37 12. <B8 2093 176 .50 769 3268 06:15 135 268 59 '07 194 675 06:30 158 242 91 336 249 578 06:45 209 225 116 305 325 530 I 07 :00 298 .00 253 .8. 149 US 258 1306 447 1215 511 2294. 01:15 373 19' 173 214 546 408 07:30 '51 188 214 185 665 373 07:45 [ill 172 6 158 803 330 I 08:00 570 1928 151 705 2~1 937 153 710 851 2865 304 1415 08:15 508 135 144 817 279 08:30 1'5 .72 142 724 287 08:4.5 '01 139 266 142 667 281 09:00 374 1735 133 552 285 1132 1'1 569 659 2867 27' 1121 I 09: 15 352 127 285 1'0 637 267 09:30 306 145 271 116 577 261 09:45 287 142 233 100 520 242 10:00 280 1225 102 51' 276 1065 82 '38 556 2290 18' .5. 10: 15 277 72 276 96 553 168 I 10:30 235 80 301 79 536 15. 10:45 265 70 294 83 559 153 11:00 300 1077 86 30. 282 1153 74 332 582 2230 160 640 11:15 286 69 282 67 568 136 11:30 274 5. 306 72 580 126 I 11:45 290 49 306 50 596 99 12:00 283 1133 43 215 300 1194 43 232 583 2327 86 447 ------------------------------------------------------------------------------------------------- TOTALS 19169 19801 39570 I AM Times 01:45 10:45 ~ AM Pea ks 2064 11M 31 Factors PHF: .90 PHF: .'5 PHF: .93 I PM Times 15:15 17:00 ~ PM Pea ks 1451 2121 336 Factors PHF: .95 PHF: .89 PHF: .90 I 20bH ( 242.. //JI ?-/2/ I I I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave I West Palm Beach, FL 33406 Site Code: 4648 Station 10: HIGH RIOGE RO 200' S OF HYPOLUXO RO I Latitude: 0' 0,000 Undefined Start 23-Jan-03 NfA Hour Totals SIA Hour Totals Combined Totals Time Tho Momi Aflemoon Momi Afternoon Mom AIIemooo Momi Aftemooo Mom Afternoon I 12:00 5 41 1 44 6 85 '12:15 ;~ '(~ ,4 ';~i~:: 42 .r 5 ;~' 32 9 74 12:30 4 34 2 38 6 n 12:45 ,2 37 ~ 15 154 0 ~ 39 8 153 .€ 2 76 , 01:00 1 29 2 31 3 60 I 01:15 't;. 1 41 1 31 , 2 72 ~ 01:30 2 35 0 41 2 76 01:45 .-;t 2 28 /' 6 133 ',\,%:: '0'3 34 -6 137 5 62 02:00 1 38 4 62 5 100 I 02:15 1 \ 32 1 47 2 79 02:30 3 5 0 58 3 113 02:45 2 7 ."'" 194 1 .'j 78 6 1'"'1; 245 3 147 03:00 3 1 113 4 17.1 I 03:15 6~;# 2 61 8 105 03:30 3 42 1 65 4 107 03:45 "-?: 4 42 16 192 1 41 ',* ~ 5 280 5 83 04:00 4 44 1 47 5 91 I 04:15,. lr"ii ;r~ 6 , :""68 3 .66 "''''t' 9 '~',"J1~ Co I 04:30 6 49 1 91 7 ~J-~YfS~4fJ I 04:45 9 56 25 217 6 s5 11 289 15 ',J":d4t 05:00 16 43 3 ,(J7 19 :",'1(,fl~_~ 150. I 05:15 12 54 'j; 5 .Jit.~'a';1J.' ';.Jo'~ 17 127 I 05:30 22 59 6 74 28 133 I ~ 05:45 o!'i 19 49 69 205 7 61 21 315 26 110 06:00 8 69 5 40 13 109 I 06:15 ;:1 " 21 44 14 42 .' 35 86 ...-" 06:30 28 44 10 41 38 85 I 06:45 '" ,33 "32 ,r;.90 189 28 ' 52 5lf~" 175 61 84 ~:' 07:00 46 39 49 32 95 71 I 07:15 ",,47 _,. 24 58 30 105 54 07:30 BiiJ 26 ~m 31 ~'?"'17~1 57 I 07:45 20 325 ~109 ;:,-":.._:~'-'''- i~ 22 321 "!115 ~,~);~..., 42 J4l ,'~ ~J.;- b~27l!' .~ ,.;, ~~,)135; "f f"" 08:00 " i5 15 : , .:;:t~~:~J84' 9 ~j156J 24 I 08:15 '~.59_~ . 21 :~;,;.iJf~> 20 . , "I26Z 41 08:30 45 17 37 18 82 35 08:45 ::',< 37 ".'! ,,16 213 69 42 11 ~ 230 58 79 27 09:00 27 15 40 18 67 33 I 09:15 25 22 31 29 56 51 09:30 26 18 24 17 50 35 09:45 20 13 98 68 35 5 130 69 55 18 10:00 31 13 34 7 65 20 I 10:15 20 12 26 5 46 17 10:30 35 6 25 5 60 11 10:45 30 8 116 39 25 5 110 22 55 13 11:00 23 6 31 6 54 12 11:15 32 5 18 1 50 6 I 11:30 41 8 45 1 86 9 11:45 23 7 119 26 32 1 126 9 55 8 Total 1099 1595 1031 1867 2130 3462 Percent 40,8% 59.2% 35.6% 64.4% 38,1% 61,9% I Combined 2694 2898 5592 Total Peak 07:30 02:30 07:30 04:30 07:30 04:15 VoIune 383 232 385 356 cED~ I PHF. 0,67.1 0,841 0,671 0,768 0,674 , I I I Palm Beach County Traffic Engineering Page 1 160 S, Australian Ave I West Palm Beach, FL 33406 Srte Code: 000000004806 Station ID: SEACREST BL 1000'S OF HYPOLUXO RO I Latitude: 0' 0,000 Undefined Start 2&Mar-03 NIA Hour Totals Sf A Hour Totals Combined Totals Time Wed Afternoon Afternoon Mom AIlemooo Momin Afternoon Mom; Afternoon 12:00 8 65 9 115 17 180 I 12:15 0, 64 4 93 4 157 12:30 1 52 3 80 4 132 12:45 ~, ~ 2 40 11 221 2 ."t" 82 ,'-' 18 370 4 122 01:00 3 60 5 66 8 126 I 01:15 3, 1:- 56 'q; 5 96 :-,1 8 152 ,'. ~ 01:30 3 57 3 115 6 172 01:45 3,.. 84 12 257 2 108 15 385 5 192 02:00 2 .119 1 127 3 246 I ;-.02:15 2 IU 3 'Ill ':3 5 195 " ."" '.:': 02:30 0 61 0 111 0 178 02:45 2 134 6 404 0 209 4 558 2 343 03:00 1 101 2 123 3 224 I ." 03:15 2 82 '1 _,130 3 212 03:30 0 75 3 127 3 202 ."-- 03:45 'w,!,' 3 75 6 333 2 130 8 510 5 205 04:00 0 57 2 149 2 206 I 04:15 1 73 2 155 3 228 04:30 4 66 2 180 6 246 04:45 ~;~'''- .~ ..... '2 62 ,..,., 7 256 3 190 9 674 ~ 5 252 05:00 7 69 5 ~!!f,i~1ii 12 254 I 05:15 14 69 10," '0.",90 24 r5~] 05:30 17 67 ~ t;".:~:5 36 253 05:45 ~_18 62 56 267 , ,,- ,2. "') 67 823 51 it 314 06:00 17 74 26 183 43 -,;:~257. 06:15 v ,,,50 57 ~521 152 . 102 209 I 06:30 57 65 r,:;~ ';'2~ 140 ~~1~ 205 06:45 70 56 194 252 ,<~ ~209 112 399 587 " 279 ' 168 07:00 119 ~ ...., , . ff'~ 221' 173 77 ,~1OB 96 07:15 ~." ~",,'Ol1; 46 0 96 ~, 142 I ._c ~ 07:30 . "'..." ~ 54 0 79 120 133 ~~~1~ 07:45 - \'~Ii_~' 1"19 38 467 215 0 78 108 349 119 116 08:00 ' '-:"126( 50 0 77 126 127 I 08:15 86 51 ;: 0 .,,73 86 124 08:30 71 62 0 62 71 124 08:45 ~ 61 7.1 344 '240 '0 56 0 268 ,,61 133 09:00 61 48 0 60 61 108 09:15 54 34 0 60 54 94 I 09:30 56 32 0 55 56 87 09:45 55 24 226 138 0 45 0 220 55 69 10:00 48 13 0 40 48 53 10:15 70 15 0 33 70 48 I 10:30 62 20 0 28 62 48 10:45 56 15 236 63 0 28 0 129 56 43 11:00 57 20 0 30 57 50 11:15 111 6 0 17 111 23 I 11:30 73 5 0 12 73 17 11:45 54 12 295 43 0 13 0 72 54 25 Total 1860 2691 628 4945 2488 7636 Percent 40,9% 59.1% 11.3% 88.7% 24.6% 75,4% I ComOOed 4551 5573 Total 10124 Peak 07:15 02:00 06:15 05:00 06:30 05:15 Vol""" 474 404 481 823 784 1093 I P .HF. 0.940 0,754 0,575 0,816 0.703 0,797 I I I Palm Beach County I TWO CHANNEL SUMMARY Page: 03/05/2003 TO 03/ 6/2003 Site Reference: 130000000000 File: 5302.prn I Site ID: 530200000000 TECH'S NAME: SP Location: SEACREST BL 970'N OF BOYNTON BCIl BLVD County: TIME LANE 1 lANE 2 TOTAL N APP S APP I am pm am pm am pm ------------------------------------------------------------------------------------------------- 00: 15 20 94 24 113 44 207 00:30 21 77 18 105 39 182 00:45 8 '" 18 109 26 223 I 01 :00 8 57 82 367 15 75 89 416 23 132 171 783 01 :15 15 86 11 102 26 188 01:30 6 87 14 110 20 197 01:45 1 98 10 106 11 204 02:00 11 33 96 367 7 42 115 433 18 75 211 800 I 02: 15 6 108 . 121 10 229 02:30 6 129 7 107 13 236 02:45 12 117 5 100 17 217 03:00 5 29 109 463 6 22 125 453 11 51 234 916 03:15 6 110 2 116 8 226 I 03:30 5 '" 6 143 11 257 03:45 0 135 2 139 2 27. 04 :00 3 14 122 481 4 14 "0 538 7 28 262 1019 04:15 5 136 4 166 9 304 I 04:30 5 130 3 179 8 309 04:45 6 123 2 165 8 288 05:00 13 2. 117 506 9 18 180 692 22 ., 297 1198 05: 15 16 124 8 202 24 326 05:30 17 131 7 194 24 325 I 05:45 30 140 9 203 39 343 06:00 52 115 133 528 17 41 161 760 69 156 294 1288 06:15 51 144 28 163 79 307 06:30 74 134 36 160 110 294 06:45 98 132 32 172 130 304 I 07:00 110 333 134 544 35 131 150 645 "5 464 284 1189 07: 15 99 121 52 139 151 260 07:30 124 122 66 137 190 259 07:45 159 117 96 139 255 256 08:00 In 553 101 461 103 317 106 521 274 870 207 '82 I 08:15 178 101 109 84 287 185 08:30 129 74 10 96 139 170 08:45 122 93 90 99 212 192 09:00 110 53' 82 350 98 307 100 379 208 846 182 72. 09:15 118 60 66 91 184 151 I 09:30 112 73 86 72 198 "5 09: 4.5 69 69 63 71 132 140 10:00 107 406 63 265 80 2'5 53 287 187 701 116 552 10: 15 94 58 87 55 181 113 I 10:30 89 ,. 82 54 171 108 10:45 96 44 91 44 187 88 11:00 85 .64 45 201 99 359 46 19' 184 723 91 400 11:15 111 24 84 31 195 55 11:30 87 23 97 36 184 59 I 11:45 93 23 90 39 183 62 12:00 80 371 22 .2 99 370 29 135 179 741 51 227 ------------------------------------------------------------------------------------------------- TOTALS 7468 744.9 14917 I AM Times 07:45 07 :30 07 :30 AM Peaks 637 374 1006 Factors PHF: .89 PHF: .85 PHF: .87 PM T irnes 17:45 17:00 17:00 I PM Peaks 551 779 1291 Factors PHF: .95 PHF: .95 PHF: .94 I I I I I I I I I I I I I I I I I I I I I I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Srte Code: 000000005800 Station 10: SEACREST BL S OF BOYNTON BCH BL Latitude: 0' 0.000 Undefined Slart ll3-M..--03 NfA Hour Totals BfA Hour Totals Combined Totals TIme Moo Mom Afternoon Mom Afternoon Memooo Mom Afternoon Afternoon 12:00 13 127 15 156 28 283 " 12:15 21 114 17 150 38 t:f- 284 12:30 9 110 11 146 20 256 "\~:12:45 ;. 8 94 5'-' 445 ,16 'i,l63 59 . ,615 . 24 257 01:00 9 107 7 146 16 253 n 01:15 7 117 5 157 12 274 01:30 9 115 10 126 19 241 01:45 .;, 2 120 27 459 9 155 31 584 11 275 02:00 2 152 3 168 5 320 02:15 ,'~ 6 16 132 '><:l:; "5 144 ,y ~;;'; ~ 11 276 " '~.' 02:30 1 110 5 131 6 241 02:45 2 120 11 514 2 140 15 583 4 260 03:00 1 140 3 160 4 300 03:15 3 149 5 149 8 298 03:30 5 124 1 182 6 306 03:45 0" '.ti .~. 5 153 14 566 8 187 ~17 678 13 340 04:00 4 167 2 183 6 350 04:15 5 152 4 201 9 353 04:30 3 137 5 209 8 346 04:45~ 12 " ,148 "-!/ 24 ,',604 13 ,~ ~,~1.' ;,.>:24 845 25 4. - 05:00 13 tJiZ 10 ,) ~:Z1Q 23 . - ~,312 05:15 14 ";:~~ 189 13 ~~:221 27 v,' 410 05:30 23 -:)ti~:i156 20 ..' ,'-f:224 43'L...38tl 05:45 38 ii"':i.7'17.1 88 .,678 24 189 67 844 62 360 06:00 37 158 38 168 75 326 06:15 ~i!';m"" 53 il33 55<" 166 1,-' lOB 299 1:]1: ell' .~.~-' -, 06:30 74 133 53 169 127 302 06:45 119 127 283 551 62 171 208 674 181 298 07:00 112 132 90 155 202 287 07:15 ".~.,'v 128'''~ 130 78 149 206" 279' 07:30 120 101 137 126 257 227 07:45 ~'~~~ 91 561 464 142 105 447 535,( -~ 196 08:00 .,,:>, 214 99 126 117 :" 340, 216 ,08:15 '.~~160 . 83 :;<0 106 106 *266' 189 08:30 ;.,,*, 1331 83 127 100 183 "p "OB:45 "" '156 7.1 663 342 131 .?c' e' 82 ,,: 490 ;:;405 287 " 159 .~ 09:00 127 70 112 91 239 161 09:15 105 70 118 62 223 132 09:30 113 60 108 70 221 130 09:45 107 59 452 259 129 66 467 289 236 125 10:00 98 48 109 50 207 98 10:15 119 40 137 64 256 94 10:30 114 37 133 43 247 80 10:45 133 37 464 162 148 42 527 189 281 79 11:00 134 30 138 39 272 69 11:15 145 32 154 37 299 69 11:30 116 25 132 30 248 55 11:45 133 20 528 107 156 24 580 130 289 44 Total 3166 5141 2932 6371 6098 11512 Percent 38,1% 61.9% 31.5% 68,5% 34,6% 65,4% ~ 8307 9303 17610 Total Peak 07:45 05:00 11:00 04:45 07:45 04:45 Voilrne 708 678 580 907 1209 1562 P .HF. 0.827 0,897 0.929 0.900 0,881 0,952 II I I I I I I I I 'I I I I I I I I I I Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Srte Code: 000000005802 Station 10: SEACREST BLVD 600'N OF 23RO AVE/GOLF RO Start TIme Latitude: 0' 0,000 Undefined Hour Totals Combined Tolals Afternoon Mom" Afternoon 03>.ta<-<13 Man Hour Totals Momin Afternoon SIA Mom Aftemooo NfA Momin Afternoon 12:00 21 163 25 183 46 346 12:15 26 139 30 169 56 308 12:30 12 155 36 168 48 323 12:45 ,~ . 13 141 72 598 15 153 -:: 106 673 28 294 'j, " ~.: 01:00 14 153 16 170 30 323 01:15 :[, 8 148 .. 161, i:t' 193 <- ." ~ 24 341 . "( 01:30 9 158 12 184 21 322 01:45 10 172 41 631 10 165 54 692 20 337 02:00 7 166 9 198 16 364 02:15 6~-~~ ~ 170 14 ,194 20 364 02:30 3 172 12 17.1 15 349 02:45 6 202 ~" 22 710 6 213 41 782 12 415 03:00 5 191 9 254 14 445 03:15 4 " 194 8 235 '" 12 429 03:30 8 188 11 263 19 451 03:45 8 , ,', 180 25 co;, 753 5 244 33 996 13 424 04:00 8~227 9 262 17 489 I',' , 462 04:15 5 ", iiM<2iU 5 258 10 ~ - eoo~~ 04:30 9 ~~~~;1_78 6 0'1",..28:1 15:c'~:2'f} .u3 04:45 "'-~ "1 13, ", . 2, '35 ',j. 821 :~; 18 "266 38 1051 31.. .-t).;~~,~~.m~ " 05:00 18 184 16 :308 34 .,3$ 4.2 05:15 26 177 17..........2!i1 43 ,~, ' ';C4881 05:30 26 179 34 241 60 420 05:45 51 183 121 723 ': 53 255 120 1095 104 438 06:00 61 211 52 203 113 414 06:15 .'~ 74 173 76 230 160 403 06:30 120 169 104 201 224 370 06:45 225 167 ,,480 720 113 181 345 815 338 348 07:00 229 156 148 166 37.1 322 07:15 211 148 184 146 .;~ 375 294 07:30 ~)~z99i 136 185 163 .....,.~ 299 "...f<",424 ....,.".. 07:45 ':',,:,~,>;< 333 106 1012 546 182 130 679 605 ~ ~l 238 08:00 r~;.~288 108 161 144 252 ,08:15 '1:.., m... 110 178 103 ;;'~~ 4.23 213 08:30 207 87 175 115 382 202 08:45 "" "!.: 220 83 960 388 ~, .j~l63 123 67.1 485 383 206 '"' 09:00 182 81 148 92 330 173 09:15 166 89 " ~ 138 87 304 176 t;J 09:30 184 87 165 72 329 159 09:45 !i 203 t.';, 65 ...;, 715 "'i 322 157 87 608 338 360 152 10:00 142 60 159 85 301 145 ,~:> 10:15 ,- ':I~' >"~"'J" '.," 156 56 ~."f" .. .....156' 63 314 119 10:30 158 47 :;'~"'1~1 70 357 117 1>._,0;<<0' 10:45 .,,155 43 613{~.< ,,;206 '" ,-,#...(;;.~ . 56 680 ,'274 321 ,.99 ,,' ~ ~" " ~ill~ ." 11:00 160 50 54 337 104 ~. 11:15;,;.'}'~> (fiP~dJ ,176 ~; f:-'J"25 ~_ .,.."~. '_ r'," ." 57 347 82 "' ' ' :11.h" ,-~;. .;,; 11:30 135 20 183 36 318 56 11:45 .', 137 27 608" ~~ 122 182 34 713 181 319 61 Total 4704 6540 4094 7987 8798 14527 Percen1 41.8% 58.2% 33.9% 66,1% 37.7% 62.3% ~ 11244 Total 12081 23325 Peak 07:30 04:00 10:30 04:30 07:30 04:30 Volune 1105 821 713 1130 1811 1881 P .HF. 0.830 0,904 0,896 0,917 0,879 0,956 - I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave I West Palm Beach, FL 33406 Srte Code: 000000004826 Station 10: US-I 500'N OF GA TEWA Y BL I Latitude: 0' 0.000 Undefined Slar1 mM..--03 NfA Hour Totals SIA Hour Tolals Combined Totals Time Moo Mom' Afternoon Mom' Afternoon Aftemooo Mom' Afternoon Afternoon 12:00 19 168 11 164 30 332 I 12:15 26 160 10 154 36 314 12:30 16 138 10 157 26 295 12:45:'J~ ;.;; 13 .',186 -1,.-]4 652 11 147 42 622 24 333 01:00 11 176 3 156 14 332 I 01:15 ,~""'!'v 14" e. 183 ':.r: 10 157 24 340 ' ~ 01:30 5 17.1 14 138 19 315 01:45 8 162 38 698 5 176 32 627 13 338 02:00 13 171 4 194 17 365 I ,~~ 02:15 .,n'12 .+~,'l-'l168 "zr, ,;,;; 2 147 14 315 ;'" 02:30 8 174 8 168 16 342 02:45 5 166 38 679 5 148 19 657 10 314 03:00 5 189 5 184 10 353 I 03:15 3 189 4 178 ."i 7 387 03:30 2 231 3 185 5 416 03:45 1 211 11 820 r~., 4 189 16 716 5 400 04:00 7 240 3 186 10 426 I 04:15 3 241 10 179 ''>C' 13 420 04:30 8 i!O 11 220 19 p~'~1 04:45 ,. 4 235 22 986 12 192 36 77.7 16 ,;t& i;,~ 05:00 9;; 2s5 15 202 24 __ .457. I 05:15 19 ~251. 20~61' 39 -..;..474 05:30 16 240 23 '.'lol,. 215 39 455 05:45 .W 20 247 64 1009 ~ Ill:. 98 820 60 443 06:00 39 187 102 403 06:15"" ~ ~ 55 ,,214 70 " 185 125 399 I 06:30 60 161 122 157 182 318 06:45 111 144 265 706 147 134 402 692 258 278 07:00 116 157 183 130 299 287 07:15 -71" "l 136 ..., 127 {'~')t~l 116 " """ :JG 243 I 07:30 ~#i~~ 125 "~;i$Z18 106 .~1;-'452 231 07:45 :1.' ':"'l181"\ 115 609 524 '......, 225, 84 897 436 ' ""406 199 .'"""1701 .~ 1 . _403J 08:00 -,\ ..! ,~, , 88 .""-233 73 161 08:15 ~ ~143;1. ,;/" 87 189 ..83 -""", .",. 332 170. I 08:30 129 89 197 84 326 153 08:45 ~ 160 85 602 .. 349 170 ~ 64 789 284 " 330- 149 09:00 148 79 160 67 308 146 09:15 137 84 156 59 293 143 I 09:30 129 84 168 45 297 129 09.45 139 66 553 313 145 51 629 222 284 117 10:00 153 73 131 54 284 127 10:15 145 54 166 45 311 99 I 10:30 149 51 159 43 308 94 10:45 157 49 604 227 170 28 626 170 327 7.1 11:00 153 34 152 22 305 56 11:15 150 30 152 26 302 56 I 11:30 167 20 174 24 341 44 11:45 149 26 619 110 139 19 617 91 288 45 Total 3499 7073 4203 6114 7702 13187 Percent 33.1% 66,9% 40.7% 59,3% 36,9% 63.1% I ~ 10572 10317 20889 Total Peak 07:30 04:30 07:15 05:15 07:15 04:30 VollJTle 670 1027 947 834 1610 1848 I P.HF. 0,925 0,951 0,858 0,948 0,890 0,943 I I I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave I West Palm Beach, FL 33406 Srte Code: 000000005304 Station 10: US-1200'S OF BOYNTON CANAL BRIDGE I Latitude: 0' 0,000 Undefined 51art ll5-Ma<-OO NIA Hour Totals SIA HOlIrTotals Combined Totals Time Wed Mom Afternoon Mom Aftemooo Mom AAemoon Anemoon Mom Atlernoon 12:00 192 26 197 40 389 I 12:15 146 30 231 45 37.1 12:30 224 23 205 43 429 ";1:<:),'1,12:45 1-/'. 185 ~... '" 70 747 20 '':':~;; 211 '....' 99 844 41 396 01:00 171 16 122 30 293 I 01:15 "0; 17,,: ",184 ".~ 10 61 ":oJ' 20 245 -'01,;"" 01:30 188 13 91 26 277 01:45 180 45 721 6 234 45 508 14 414 02:00 192 12 216 21 408 I 02:15"' 170 . 8 220 16 390 02:30 195 7 220 15 415 02:45 184 34 741 12 226 39 882 21 410 03:00 209 6 237 8 446 I 03:15 k 204 4 263 10 467 03:30 201 3 258 12 459 03:45 210 26 824 3 "'., 244 16 1002 12 454 ::1\ :I' 04:00 185 6 258 8 443 I 04:15 206 5 ' 274 10 480 04:30 217 5 276 10 493 04:45 ;~~ 23/j' 26 846 ;'. 5 285 ~'.': 21 1093 19r:l11 05:00 10(!~ 21 ~'!f18 I 05:15 "UQ EM 10 "t",~ 349 23 . 589 ~220 -,". ~'_. 50 t ,<, "c.' 563 05:30 20 :'.:1: 343 05:45 .t[ 214 91 898 15 " " t 55, 1343 52 511 06:00 206 22 272 70 478 I 06:15 ~J; (~ 199 ,43 254 -""', 117 453 06:30 196 69 233 182 429 06:45 179 406 780 79 223 213 982 250 402 07:00 146 117 181 301 327 I 07:15 "141 110 178 341, 319 07:30 123 191 192 -'-'-1 315 ~,,~~ 613 07:45 130 1046 540 194 156 612 707 ."".503 286 08:00 106 157 150 f. ')r 39B 256 I 08:15 133 151 145 . "'- ,;.,A\t"'386. 278 08:30 248 86 148 122 396 208 08:45' "'240 }"J,.89 964 414 ~ !$l':154 ~.:~ 137 610 554 ;:t:' 394 226 . ',;: , 09:00 160 92 149 100 309 192 09:15 191 78 157 96 348 174 I 09:30 173 59 159 115 332 174 09:45 206 74 730 303 17.1 95 642 406 383 169 10:00 186 69 162 78 348 147 10:15 165 58 135 79 300 137 I 10:30 167 66 186 66 353 132 10:45 187 51 705 244 180 71 663 294 367 122 11:00 167 46 189 55 356 101 11:15 212 32 180 45 392 7.1 I 11:30 167 27 182 48 349 75 11:45 179 31 725 136 191 45 742 193 370 76 Total 4868 7194 3757 8808 8625 16002 Percent 40,4% 59.6% 29,9% 70.1% 35,0% 65.0% I ~ 12062 Total 12565 24627 Peak 07:30 04:45 11:00 05:00 07:30 04:45 Volume 1107 922 742 1343 1800 2253 I P,HF. 0,859 0.960 0.956 0,948 0.87.1 0,956 I I I Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave I West Palm Beach, FL 33406 Sije Code: 000000005818 Station 10: US-1 800N OF WOOLBRIGHT RO I Latitude: 0' 0,000 Undefined Slart 03-Ma< -03 NfA HoorTotals Sf A HoorToIals Combined Totals Time Man Mom Anernoon Anernoon Mom Aftemooo Mom Afternoon Mom' Anernoon 12:00 22 245 29 259 51 504 I 12:15 23 ~E'27i 27 260 50 533 12:30 17E 26 260 43 542 ! :0-;" 282 12:45 22 .t 7T1 :'~ ~~: u.84 .,1071 28 250 110 \ 1029 50 521 01:00 8 ,..,,' 22 249 30 504 I 01:15 12 ' '273 18 257 ., 30 530 01:30 10 273 16 270 26 543 01:45 10 242 40 1043 8 257 0 84 1033 18 499 02:00 9 261 14 245 23 506 I 02:15 ~" 12 278 17 274 29 552 '1. 02:30 6 269 2 271 8 540 02:45~ 15 261 42 1069 10 247 43 1037 25 508 03:00 6 261 9 288 15 549 I 03:15 9" 255 4 272 13 527 03:30 7 273 6 292 13 565 03:45'~ 7 261 29 1050 5 311 24 1163 12 572 04:00 11 261 8 352 :~ f'~~:~f I 04:15 13 258 4 309 04:30 16 248 7 '339 23 L.:: fSIf1. 04:45 18Y 261 58 1028 7 "~325 "';-26 1325 25 -, ""~ f\.:, 05:00 15 262 10 "...321 25 588 I 05:15 29 250 25 '~;340 54 590 05:30 33 238 25 313 58 549 05:45 48 206 125 954 23 313 .83 1292 71 519 06:00 67 = 47 269 114 491 06:15 .,.,' 98 218 44 253 142 471 I "i( 06:30 140 212 54 248 194 460 06:45 191 161 496 813 81 203 226 973 272 364 07:00 214 154 131 203 345 357 I 07:30 132 170 156 ,".,.. ~":J 268 ;~ 07:45 ...,." 122 1154 584 18" 134 599 _~ 656 256 08:00 106 195 133 " 5301 239 . 08:15 111 178 115 ~~ '~;~"'96i 226 I 08:30 116 195 123 490 239 08:45 .'" 305...1il 97 1253 < ~~30 230 .. 115 ....;;n:.~ 798 ~ 486 535 212 ,c<. .,. 09:00 268 109 211 91 479 200 09:15 279 95 199 101 478 196 I 09:30 272 94 211 96 483 190 09:45 221 70 1040 368 231 76 852 364 452 146 10:00 235 63 205 92 440 155 10:15 234 84 226 78 460 142 I 10:30 222 56 208 75 430 131 10:45 263 54 954 237 231 63 870 308 494 117 11:00 219 41 213 48 432 89 11:15 257 27 248 43 505 70 I 11:30 228 28 229 40 457 68 11:45 245 30 949 126 265 22 955 153 510 52 Total 6224 8773 4650 9819 10874 18592 Percent 41.5% 58.5% 32.1% 67,9% 36.9% 63.1% I ~ 14997 14469 Total 29466 Peak 07:30 00:15 11:00 04:30 07:30 04:00 Volume 1339 1081 955 1330 2069 2353 I PHF. 0,915 0,958 0,901 0,945 0,935 0,960 I I I I I I I I II I I I I I I I I I I I I APPENDIX B II I c . 0"0 '00 rr c '" Q) 0 X-, W"O _ C .J:::'" .~..c. ~ 0 E! c 0", orr $: c U) Q) Q) '" E '" "I U) c U) Q) <(Q) ~ Q) .0 I I I I I u '- :t: e " I - U Q) .~ e Q.. 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'" ~ '" I c::( - ~ ro U '" a. ~ "'~ '0 s:: ~ c. :;) I 0 0 .... -0 CII 0:: ~ '" I 0 c: 0 '" I- ~ ti ~ '" '0 -' " I u <= ~:;:c o ro 0<=" '(ii ~~~ ~ g E.~ I I- E~ >-u~ =c..a ~~:Q o~ ~ m 15 ... .- u.::;: "'~" ~ , I ~13o : D..~ -"''0 fii 8 c ii'i EN g. <= >- .. "'.D .0 I .s:: Ci)....c 0 :<< a ;: - '" o~.,g '" '" I;::;:::J (I') ",ID 'iGDu ~ c: ;!!;: - UlB _ <= ro I &;w::: c: uE-= >- ;0:: a. co 0 6>.2 ;:; m 1ii~"U <= .. 0 -:DZ I ....NM I I I I I I I I I I II I APPENDIX C I I :1 II II :1 I II I I I I I I I I I I I II I I II I I I I INTERSEGION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Existing Geometric;) Growth Rate (1) Peak. Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT lhru RT LT Thru RT LT Thru RT rxistin~ Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 289 276 1,148 187 248 1,067 270 336 572 118 BackRround 87 678 341 326 1,413 230 305 1,260 332 397 676 139 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Spine Road Divcn;ion (27) (101) (32) (54) % Residential T raffle 6% 10')<, 1% 0% 10% 0% 0% 0% 6% 1% 0% 0% % Comrncrdal T raffle 13% 12% 1% 0% 12% 0% 0% 0')1, 13% 1% 0% 0% Residential T raffle 17 28 3 0 5 0 0 0 3 1 0 0 Commercidll raffle 13 12 1 0 23 0 0 0 24 2 0 0 lotal 116 718 317 326 1,441 230 305 1,159 360 368 622 139 Critical Volume Analysis No. of L ancs 2 I 3 I 1 2 I 3 I < 0 2 I 2 I 1 2 I 2 I 1 AUDroach Volume 1,151 1,997 1,824 1,129 Per I aoe Volume 58 240 317 163 557 n/d 153 580 360 184 311 139 ~, Turns from p..xcl.lanes 10% 62% 28% 16% 72% 0% 17% 64% 20% 33% 55% 12% f /W Fffective we - - . . . . . 0.39 - . 0.2 . North-South Critical NB Ll + 5B TH - 615 5B LT+NBTlI 403 East.West Critical EB IT +WBTII 464 WB LT + EB TH 764 Maximum Critical Sum 615 + 764 1,379 STATUS? NEAR PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Ihru RT LI Ihru RI II Ihru Rl 11 Thru RT Existing Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 491 154 1,071 201 305 566 234 621 1,189 272 Baek~round 537 1,893 580 182 1,318 247 375 668 288 733 1,404 321 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Spine Road Diversion (46) (53) (59) (112) % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 0% 6% 1% 0% 0% % Commercial Trdffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffie 8 13 1 0 26 0 0 0 16 3 0 0 Commcreiall raffie 68 63 5 0 58 0 0 0 63 5 0 0 lotal 613 1969 540 182 1403 247 375 615 367 682 1292 321 Critical Volume Analysis No. of Lanes 2 I 3 I 1 2 I 3 <0 2 2 1 2 I 2 I 1 Approach Volume 3,122 1832 1.357 2295 Per Lane Volume 307 657 540 91 550 II/a 188 308 367 341 646 321 % Turns from exd. Lanes 20% 63% 17% 10% 77% 0% 28% 45% 27% 30% 56% 14% UW Effective <de . - . - . - - 0.15 . - 0.35 . North-South Critical NB L T + 5B If! 857 5B 1I +NB IH 748 East-West Critical fB IT + WB TH - 834 WB IT + [B TH - 649 Maximum Critical Sum 857 + 834 - 1,691 STATUS? OVER .5/14/2CXJ.1. 14:52 I I I I I I I I I I I I I I I I I I I INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (proposed Geornetrks) Growth Rate (1) Peak Season = Buildollt Year = Years = 424% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Ihru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 289 276 1,148 187 248 1,067 270 336 572 118 Baclq~round 87 678 341 326 1,413 230 305 1,260 332 397 676 139 Total Major Projt.'Cts 0 0 0 0 0 0 0 0 0 0 0 0 Spine Road Oivcr.;ion (17) (101) (20) (54) % Re5Klentiall raffle 6% 10% 1% 0% 10% 0% 0% 0% 6% 1% 0% 0% % Commercial T I<Iffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential T rdffic 17 28 3 0 5 0 0 0 3 1 0 0 Commercial T fafflC 13 12 1 0 23 0 0 0 24 2 0 0 Total 116 718 328 326 1,441 230 305 1,159 360 380 622 139 Critical Volume AOdlysis No. of lanes 2 I 3 1 2 I 3 I 1 2 I 3 I 1 2 I 3 I 1 Approach Volume 1,162 1,997 1,824 1,141 Per t ane Volume 58 240 328 163 481 230 153 387 360 190 208 139 % T urns from excl. tanes 10% 62% 28% 16% 72% 12% 17% 64% 20% 33% 55% 12% [fW Effective I1Ic . - - - . . . 0.32 - . 0.16 North-South Critical N8 LT +SB 111 539 SB LT + NB TH 403 fast-West Critical EB IT + WB TIt 361 WB IT + EB TII 577 Maximum Critical Sum 539 + 577 1,116 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Fasthound WestbouruJ I.T Thru RT I.T rhru Rl I.T lhru RT I.T lhru RI Existin~ Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 5BO 1111 254 Peak Season Volume 436 1,538 491 154 1,071 201 305 566 234 621 1,189 272 Background 537 1,893 580 182 1,318 247 375 668 288 733 1,404 321 T oLaI Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Spine Road Divef5ioll (29) (53) (37) (112) % Rcsidential Trame 6% 10')(, 1% 0% 10% 0% 0% 0% 6% 1% 0% 0% % Commercial Trame 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Trame 8 13 1 0 26 0 0 0 16 3 0 0 Commercial'raffic 68 63 5 0 58 0 0 0 63 5 0 0 Tolal 613 1969 55B 182 1403 247 375 615 367 7U4 1292 321 Critical Volume Analysis No. of Lanes 2 I 3 I 1 2 T 3 T 1 2 I 3 I 1 2 I 3 I 1 Approach Volume 3 140 1832 1357 2317 Per Lane Volume 307 657 558 91 468 247 lBB 205 367 352 431 321 % Turns from excl. Lanes 20% 63% lB% 10% 77% 13% 28% 45% 27% 30')(, 56% 14% flW Hk'Ctive we . . . - . - . 0.12 - - 0.28 . Norlh-Soulh Critial NB IT + SBTll- 775 S6 U + NB ItI - 74B [ast.West Critical EBU+WBlIl 619 WB Ll + FB TIt 557 Maximum Critical Sum 775 + 619 - 1,394 STATUS? NEAR 5/14/2004 14:23 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT IT Thru RT Existin~ Volume (03/16/04) 120 752 17 122 1249 117 131 241 139 54 181 141 Peak Season Volume 120 752 17 122 1,249 117 131 241 139 54 181 141 Backr;round 142 888 20 144 1,475 138 155 285 164 64 214 166 % Residential Tfdffic 0% 19% 0% 0% 19% 9% 9% 0% 0% 01- 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 01- Residential Tr.lffic 0 10 0 0 53 25 5 0 0 0 0 0 Commercial Traffic 0 47 0 0 25 8 15 4 0 0 2 0 Total 142 945 20 144 1,553 171 175 289 164 64 216 166 Critical Volume Analysis No. of lanes 1 3 <0 1 3 <0 1 1 1 1 2 1 Per lane Volume 142 322 n/a 144 575 n/a 175 289 164 64 108 166 % Turns from exd. Lanes 13% 85% 0% 8% 83% 0% 28% 46% 26% 14% 48% 37% E/W Effective ';c - - - - - - - 0.25 - - 0.07 . North~South Critical N8 IT + 56 TH - 707 56 LT + N6 TH - 456 East.West Critical E8 LT+W8TH- 283 WB LT + E6TH- 353 Maximum Critical Sum 707 + 353 1,060 I I I Growth Rale = Peak Season :: BuikJout Year = Years = I I I I I ,I II I STATUS? INTERSECTION ANALYSIS SHEET WINCHESTER CONGRESS AVENUE @) OLD BOYNTON ROAD (Existing Geometries) 4.24% 1.00 2008 4 UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT IT Thru RT LT Thru RT LT fhru RT ExislillK Volume (03/16/04) 294 1430 74 215 1223 179 349 301 150 95 348 239 Peak Season Volume 294 1,430 74 215 1,223 179 349 301 150 95 348 239 Back~rollnd 347 1,688 87 254 1,444 211 412 355 177 112 411 282 % Residential Tfilffic 0% 19% 0% 0% 19% 9% 9% 0% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 50 0 0 25 12 24 0 0 0 0 0 Commercial Traffic 0 122 0 0 131 42 39 10 0 0 10 0 Total 347 1,859 87 254 1599 264 475 365 177 112 421 282 Critical Volume Analysis No. of Lanes 1 I 3 <0 1 3 <0 1 I 1 I 1 1 I 2 I 1 Aonroach Volume 2,293 2,117 1,017 815 Per lane Volume 347 649 ,,/a 254 621 ,,/a 475 365 177 112 211 282 % Turns rrom cxcl. lanes 15% 81% 0% 12% 76% 0% 47% 36% 17% 14% 52% 35% E/W Effective ';C . . - . - - . 0,19 - - 0.1 - North-Soudl Critical N6 LT + 56 TH - 958 56 IT + N6 TH - 893 East-West Critical E6 IT + WB TH- 686 WB IT + E6 TH - 477 Maximum Critical Sum 958 + 686 1,644 I I I I I I :"AIU:'! UVtK I I 5/14/2004 14:57 I I I I I I I I I I I II I I I I I I I INTERSECTION ANALYSIS SHEET WINCHESTER CONGRESS AVENUE @i OLD BOYNTON ROAD (Proposed Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4,24% 1.00 2008 4 AM Peak Hour Intersection Volume Development Northbound Soulhbound Eastbound Westbound IT Thru RT IT Thru RT IT 1hru RT LT Thru RT Existin~ Volume (03/1 &/04) 120 752 17 122 1249 117 131 241 139 54 181 141 Peak Season Volume 120 752 17 122 1,249 117 131 241 139 54 181 141 Back~round 142 888 20 144 1,475 138 155 285 164 64 214 166 % Residential T rdffic 0% 19% 0% 0% 19% 9% 9% 0% 0% 0% 0% 0% 'x, Commercial Tr.lffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 10 0 0 53 25 5 0 0 0 0 0 Commercial Trame 0 47 0 0 25 8 15 4 0 0 2 0 Total 142 945 20 144 1,553 171 175 289 164 64 216 166 Critical Volume Analysis No. of lanes 2 3 <0 1 3 <0 2 1 1 1 2 1 Per lane Volume 71 322 n/a 144 575 n/a 88 289 164 64 108 166 % Turns from exd. lanes 13% 85% 0% 8% 83% 0% 28% 46% 26% 14% 48% 37% E/W Effective "/c - - - - . - - 0,26 - - 0.08 - NOrUl-South Critical N8 IT + 5B TH 636 5B IT +NBTH 456 East-West Critic.'ll EB IT + WB TH- 196 WB IT + EB TH 353 Maximum Critical Sum , 636 + 353 - 989 STATUS? UNDER PM Peak Hour Intersection VolulIle Development Northbound Soulhbound Eastbound Westbound IT Thru RT LT 1hru RT LT Thru RT LT Thru RT Existin~ Volume (03/16/04) 294 1430 74 215 1223 179 349 301 150 95 348 239 Peak Season Volume 294 1,430 74 215 1,223 179 349 301 150 95 348 239 Back~round 347 1,688 87 254 1,444 211 412 355 177 112 411 282 % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 0% 0% 0% 0% 0% % Commercial Traffic: 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential T raffle 0 50 0 0 25 12 24 0 0 0 0 0 Commercial Traffic 0 122 0 0 131 42 39 10 0 0 10 0 Total 347 1,859 87 254 1,599 264 475 365 177 112 421 282 Critical Volume Analysis No. of Lanes 2 I 3 I <0 1 I 3 I < 0 2 I 1 I 1 1 I 2 I 1 Annroach Volumc 2,293 2,117 1,017 815 Pcr Lanc Volume 174 649 11/<1 254 621 n/a 238 365 177 112 211 282 % Turns from exd. Lanes 15% 81% 0% 12% 76% 0% 47% 36% 17% 14% 52% 35% E/W We 'dive Plc . - - - - - - 0.24 - - 0.13 - North-Saudi Critical N8 IT+5BTH 785 5B LT + NB TH 893 East.West Critical EB l T + WB TH 449 WB IT+EBTH 477 Maximum Critical Sum , 893 + 477 1,370 :'IAIU:'! NtAK 511412{)().114:57 I I 'I I I I II I I I I I I I I I I I I INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD @> OLD BOYNTON ROAD (Existing Geometric>) Growth Rate = Peak Season = Buikiout Year = Years = 4.24% 1,00 2008 5 AM Peak Hour Intersection Volume Development Northbound Sou.hbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT ExislinR Vnlume (03/25/03) 77 68 96 373 99 15 7 1240 64 133 887 191 Peak Season Volume 77 68 96 373 99 15 7 1,240 64 133 887 191 Back~round 95 84 118 459 122 18 9 1,526 79 164 1,092 235 % Rt."Sidcntial Traffic 0% 1% 0% 21% 1% 1% 1% 0% 0% 0% 0% 21% 'I Commercial Trame 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Traffic 0 1 0 59 3 3 1 0 0 0 0 11 Commercial Traffic 0 2 0 12 1 1 2 0 0 0 0 23 Totti 95 86 118 529 126 22 11 1,526 79 164 1,092 269 Critical Volume Analysis No. of lanes 1 1 <0 1 1 <0 1 3 <0 1 3 1 Per lane Volume 95 204 n/a 529 148 n/a 11 535 n/a 164 364 269 % Turns from cxd. Lanes 32% 29% 0% 78% 19% 0% 1'X. 94% 0% 11% 72% 18% E}W Effective we - - - - - - . 0.35 . - 0.23 - NortlJ-Soulh Critical NB LT + SB TH- 233 SB LT + NB TH - 723 East-West Critical EB LT + WB TH- 375 WB LT + EB TH- 689 Maximum Critical Sum 723 + 689 - 1,412 STATUS? OVER PM Peak Hour I ntcrscction Volume Development Northbound Soulhbound Eastbound We5lbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT ExislinR Volume (03/25/03) 132 184 87 297 109 18 31 1190 96 114 1255 524 P(~ak Season Volume 132 184 87 297 109 18 31 1,190 96 114 1,255 524 Back~round 162 226 107 366 134 22 38 1,465 118 140 1,545 645 % Residential Traffic 0% 1% 0% 21% 1% 1% 1% 0% 0% 0% 0% 21% % Commercial Traffic 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Tr<lffic 0 3 0 27 1 1 3 0 0 0 0 55 Commercial T raffie 0 5 0 63 5 5 5 0 0 0 0 58 101111 162 233 107 456 141 29 45 1,465 118 140 1,545 759 Critical Volume Analysis No. of lanes 1 I 1 I <0 1 I 1 I <0 1 I 3 I <0 1 3 I 1 Annroach Volume 502 626 1628 2,444 Per lane Volume 162 340 n/a 456 170 n/a 45 528 n/a 140 515 759 % Turns from excl. Lanes 32% 46% 0% 73% 23% 0% 3% 90% 0% 6% 63% 31% E}W Effective we - - - - - - - 0.34 - - 0.33 - North.Soulh Critical NB LT+5BTH- 322 SB LT + NB TH - 786 East-West Critical EB LT+WBTH- 560 WB LT+ EBTH- 658 Maximum Critical Sum 786 + 658 1,444 :'IAIU:'( UVtK .5/14/Z(}().I14:53 I I I I I I I I I I I I I I II I I II II INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD @> OLD BOYNTON ROAD (Proposed Geometries) Growth Rate = Peak Season = Buildout Year ::= Years = 4,24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Wesl.lx)Und LT Thru RT LT Thru RT LT 1hru RT LT 111ru RT Exislin~ Volume (03/25/03) 77 68 96 373 99 15 7 1240 64 133 887 191 Peak Season Volume 77 68 96 373 99 15 7 1,240 64 133 887 191 Back~multd 95 84 118 459 122 18 9 1,526 79 164 1,092 235 % Residential Traffic 0% 1% 0% 21% 1% 1% 1% 0% 0% 0% 0% 21% % Commercial Trdffic 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Traffic 0 1 0 59 3 3 1 0 0 0 0 11 Commercial Traffic 0 2 II 12 1 1 2 0 0 0 0 23 Total 95 86 118 529 126 22 11 1,526 79 164 1,092 269 Critical Volume Analysis No. of lanes 1 1 <0 2 1 <0 1 3 <0 1 3 1 Per lane Volume 95 204 nla 265 148 nla 11 535 n/a 164 364 269 % Turn.,; from exd. lanes 32% 29% 0% 78% 19% 0% 1% 94% 0% 11% 72% 18% f}W Effeetive ole - - - - - . - 0.44 - - 0.29 - North-South Critical NB LT + 5B TH- 243 SB LT + NB TH - 459 East-West Critical EB LT+WBTH 375 WBLT+EBTH 689 Maximum Critical Sum 459 + 689 1,148 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thm RT LT illru RT Exislin~ Volume (03/25/03) 132 184 87 297 109 18 31 1190 96 114 1255 524 Peak Season Volume 132 184 87 297 109 18 31 1,190 96 114 1,255 524 Back~round 162 226 107 366 134 22 38 1,465 118 140 1,545 645 % Residential Traffic 0% 1% 0% 21% 1% 1% 1% 0% 0% 0% 0% 21% % Commercial Trame 0% 1% 0% 12% 1% 1% 1% 0% ll% 0% 0% 12% Residential Trdffic II 3 0 27 1 1 3 0 0 0 0 55 Commercial Traffic 0 5 0 63 5 5 5 0 0 0 0 58 Totll 162 233 107 456 141 29 45 1,465 118 140 1,545 759 Critical Volume Analysis No. o( lanes 1 T 1 T <0 2 I 1 I <0 1 I 3 I <0 1 T 3 I 1 AOl>roach Volume 502 &26 1,628 2,444 Per lane Volume 162 340 nla 228 170 n/a 45 528 nta 140 515 759 % Turns (rom exd. lanes 32% 46% 0% 73% 23% 0% 3% 90% 0% 6% 63% 31% f}W Effc-ctive ,'/e - - - - - - - 0.41 - - 0.4 - North-South Critical NB L T + SB TH 322 SB LT + NB TH 558 East-West Critical EB LT + WB TH 560 WB LT + EB TH 658 Maximum Critical Sum 558 + 658 1,216 ~IAIU~! NtAK 5/r4/2{)().1 '4:57 I I I I I I I I I I II I I I I I 11 I I INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD (OJ 1-95 WEST Gro'v\t1h Rate == Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT IT Thru RT IT Thru RT Existing Volume (02/04/03) 0 0 0 209 0 414 0 1320 612 281 784 0 Peak Season Volume 0 0 0 209 0 414 0 1,320 612 281 784 0 Background 0 0 0 257 0 510 0 1,625 753 346 965 0 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential T raffle 0% 0% 0% 0% 0% 0",(, 0% 8% 0% 0% 8% 0% % Commercial T raffie 0% 0% 0% 0% 0% 0% 0% 6% 0% 0% 6% 0% Residential Traffic 0 0 0 0 0 0 0 22 0 0 4 0 Commercial Traffic 0 0 0 0 0 0 0 6 0 0 11 0 Total 0 0 0 257 0 510 0 1,653 753 346 981 0 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT IT Thru RT LT Thru RT IT Thru RT Exisling Volume 102/04103) 0 0 0 257 0 514 0 1354 322 149 1690 0 Peak Season Volume 0 0 0 257 0 514 0 1,354 322 149 1,690 0 Background 0 0 0 316 0 633 0 1,666 396 183 2,080 0 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 0% 0% 0% 0% 0% 0% 8% 0% 0% 8% 0% % Commerdal Traffic 0% 0')(, 0% 0% 0% 0% 0% 6% 0% 0% 6% W' Residential T raffle 0 0 0 0 0 0 0 10 0 0 21 0 Commercial T faffie 0 0 0 0 0 0 0 ]1 0 0 29 0 Total 0 0 0 ]16 0 633 0 1708 396 18] 2130 0 5/14!Z(K)4 15:50 I I I I I I I I I I I I I I I I I I I INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD @ 1-95 EAST Growth Rate =- Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (02/04/03) 429 2 152 0 0 0 379 940 0 0 832 186 Peak Season Volume 429 2 152 0 0 0 379 940 0 0 832 186 Background 528 2 187 0 0 0 466 1,157 0 0 1,024 229 Total Major Proiects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 13% 0% O",{, 0% 0% 0% 0% 8% 0% 0% 8% 0% % Commercial Traffic 6% 0% 0% 0% 0% 0% 0% 6% O",{, O",{, 6% 0% Residential Traffic 7 0 0 0 0 0 0 22 0 0 4 0 Commercial Traffic 11 0 0 0 0 0 0 6 0 0 11 0 Total 546 2 187 0 0 0 466 1,185 0 0 1,040 229 PM Peak Hour Intersection Volume Ck...'Vclopment Northbound Southbound Eastbound Westbound L1 Thru RI LT Thru RT L1 Thru RT II Thru RT Existin~ Volume (02/04/03) 654 0 250 0 0 0 432 1154 0 0 1171 253 Peak Season Volume 654 0 250 0 0 0 432 1,154 0 0 1,171 253 Background 805 0 308 0 0 0 532 1,420 0 0 1,441 311 T olal Major Proje<..ts 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 13% 0% 0% 0% 0% 0% 0% 8% 0% 0% 8% 0% % Commercial T raffie 6% 0% 0% 0% 0% 0% 0% 6% 0% 0% 6% 0% Residential T raffie 34 0 0 0 0 0 0 10 0 0 21 0 Commercial T raffle 29 0 0 0 0 0 0 31 0 0 29 0 Total 868 0 308 0 0 0 532 1 462 0 0 1491 311 5/14/2004 15:50 I I I I I I I I I I I I II II II I I I I I SHORT REPORT ~J~MM161~Wl@m1M$.~WH*~@t@MmMt@f@mmE $a":J~ntiWMWJ.rf~mmMrt.'Mf:T1.MM&r.@@@MMf%t$.f4Kt; ~alyst PTe Intersection Boynton Bch Blvd & 1-95 ~ency or Co. #04-022 West Alea Type All other areas Date Performed 5114/04 Julisdiction Palm Beach County '1me Period PM Peak Hour Analysis Year 2008 Existing Timing (Yi1~$OaJT:afiii.j(jJIiDfjf.rr$ltltWitWtf{f4Hlt?J.FtWmillti@nrWJ$%WJ[$i%MiHt.*ifW~~@l%ft.EHHBIW:%*Wtm!r&JRt.Wt&Zt.rfiw.MM EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 1 2 0 0 0 0 2 0 0 Lane group T L T L Volume (vnh\ 1708 183 2130 316 % Heaw veh 2 2 2 2 PHF 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A StartuD lost time 2.0 2.0 2.0 2.0 Ext. eft oreen 2.0 2.0 2.0 2.0 Arrivallvne 4 6 6 3 Unit Extension 3.0 3.0 3.0 3.0 Ped/BikeIRTOR Volume 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/GradelParking N 0 N N 0 N N N N 0 N Parkinglhr Bus stopslhr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasina WB OnlY Thru Onlv 03 04 SB Onlv 06 07 08 '1ming G - 77.0 G = 51.0 G = G = G - 17.0 G - G = G = Y = 5 Y 5 Y - Y - Y = 5 Y = Y - Y - Duration of AnalYsis Ihrs\ = 0.25 Cycle Lenoth C = 160.0 tranelGmii"Y", ,;,;~;::~:;::::,::;:::,"- "{.~:t(Cil.6F~Delavifl68}fllSltt8~:.;a__Jwl:%1{J&}fat*tWr~igmMtir!ilji:ti$!$tf#ft.f ........... .- EB WB NB 58 Adj. flow rate 1798 193 2242 333 Lane group cap. 1621 852 2942 365 v/c ratio 1. 1 1 0.23 0.76 0.91 Green ratio 0.32 0.48 0.83 O. 11 Unit delay d1 54.5 24.2 6.2 70.8 Delay factor k 0.50 O. 1 1 0.31 0.43 Increm. delay d2 58.6 O. 1 1.2 26.5 PF factor 0.971 0.096 0.296 1.000 Control delay 1 11.5 2.5 3. 1 97.3 Lane group LOS F A A F ~prch. delay 111.5 3.0 97.3 ~proach LOS F A F Intersec. delay 52.6 Intersection LOS 0 HCS2tXJO™ Copyright C 2000 Uni\'cnity oCFlorida, All Rlghb Rcserved Venion 4.1<: I I I I I I I I I I I I I II I I II I I SHORT REPORT ~fflfl~~ijWrjfitIWEM@@@tHltMHnt0mMt@Ng*&t $J~PM~t@tlt.W&@tM@jMMT@&lM@Mf:@rtt.*tMtt@tAW:.: Analyst PTC Intersection Boynton Bch Blvd & 1-95 East ~ency or Co. #04-022 Area Type All other areas Date Performed 5I14JfJ4 lime Period PM Peak Hour Jurisdiction Palm Beach County Analysis Year 2008 - Exsitng Timing !Vi~iR4mmiijdJootitt&f@*J1EJHJ@fgfJfif(1WMWM@~@Him~m1M&Mmt-MMHWrrW~t{f.Jtf$t*Wtttrhi~#wmfi@mMifktmWlm EB we NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 0 0 3 0 2 0 0 0 0 0 Lane group L T T L Volume (vph) 532 1462 1491 868 % Heavv veh 2 2 2 2 PHF 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A Startup lost time 2.0 2.0 2.0 2.0 Ext. elf. llreen 2.0 2.0 2.0 2.0 Anival tvoe 6 6 4 3 Unit Extension 3.0 3.0 3.0 3.0 PedIBike/RTOR Volume 0 0 Lane Width 12.0 12.0 12.0 12.0 ParkinglG radelParking N 0 N N 0 N N 0 N N N Parkinglhr Bus stopslhr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasina EB Onlv Thru Onlv 03 04 NB Only 06 07 08 G = 57.0 G = 51.0 G = G = G = 36.0 G = G = G = liming Y - 5 Y - 5 Y - Y - Y - 6 Y - Y = Y - Duration of AnalvsisChrs - 0.25 Cvele Lenuth C - 160.0 Eifiir" ._.~~:;.:<:~:,.N~t: -::~~'(.::~:~::~('..".::::~4_iif_tfim&tlO(l~i_~~__;li~W{i~jfgM~mfi&ffimgf~Wi%{wffitwJMwr EB we NB S8 Adj. flow rate 560 1539 1569 914 Lane group cap. 631 2499 1621 772 vIe ratio 0.89 0.62 0.97 1. 18 Green ratio 0.36 0.71 0.32 0.22 Unit. delay dl 48.5 12.2 53.7 62.0 Delay faclor k 0.41 0.20 0.47 0.50 Inerem. delay d2 14.4 0.5 15.4 95.7 PF factor 0.447 0.170 0.971 1.000 Control delay 36. 1 2.5 67.5 157. 7 Lane group LOS 0 A E F Apprch . delay 11.5 67.5 157. 7 Approaeh LOS B E F I ntersee. delay 59.9 Intersection LOS E HCS2000™ Vcnion 4.lc Copyright (:12000 University of Florida, All Rights Reserved I I II I I I II ,I II II II I I I I I II I II SHORT REPORT ~:jlilQriDia~tUM~@ltMMm@l@Ifi@Mt@tW1.MJ.mt0jfm~trt~ltitQ~iiHWf.#ff@~Mr.il~wt&*M~l~W~}~@t:~@ft*~t@WgNnW~f Analyst PTC Intersection Boynton Bch Blvd & 1-95 Agency or Co. #04-G22 West Area Type All other areas Date Performed 5114104 Jurisdiction Palm Beach County Time Period PM Peak Hour Analysis Year 2008 Optimized Timing Votiiiiitiiaildrtiii"'"' ":^"~.W%lTfiff:tWtM%tfigWn#j$*E@tMtMMJ[t@WEMHgWW$pmWWWWXiJgfMiffMJ&f}B1i:Wf~~fWflMNNg@: EB W'B NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 1 2 0 0 0 0 2 0 0 Lane group T L T L Volume (VDh) 1708 183 2130 316 % Heavv veh 2 2 2 2 PHF 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A Slartuo lost time 2.0 2.0 2.0 2.0 Bet eft. nreen 2.0 2.0 2.0 2.0 Arrival !voe 4 6 6 3 Unit Extension 3.0 3.0 3.0 3.0 PedlBikelRTOR Volume 0 0 Lane Width 12.0 12.0 12.0 12.0 PantinglGraden>anting N 0 N N 0 N N N N 0 N Pantinglhr Bus stopslhr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasino W'B Only Thru Onlv 03 04 SB Onlv 06 07 08 Timing G = 9.9 G = 37. 1 G = G = G = 8.2 G = G = G = Y - 5 Y = 5 Y = Y - Y - 5 Y - Y = Y = Duration of AnalYsis (hrs) - 0.25 Cvcle Lenat C - 70.2 Eanet"""""'''''''''''':- ..<,<....;.;.:...-.-. ""'WEbnttOli ..,<<:-:.~.;:;:<;;:N:ga}tfQSr~'ffQiiiHonr%fff@iliBft.{J*t~t%lri*ff{fi{rfr%ffl~zir.?0' ....,.-..--.--........ EB W'B NB SB Adj. flow rate 1798 193 2242 333 Lane group cap. 2687 250 2621 401 vie ratio 0.67 0.77 0.86 0.83 Green ratio 0.53 O. 14 0.74 O. 12 Unif. delay dl 12. 1 29. 1 6.4 30.3 Delay factor k 0.24 0.32 0.39 0.37 Inerem. delay d2 0.7 13.8 3.0 13.7 PF factor O. 720 0.836 O. 193 1.000 Control delay 9.3 38. 1 4.2 44.0 Lane group LOS A 0 A 0 Apprch . delay 9.3 6.9 44.0 !APproach LOS A A 0 Intersec. delay 10.6 Intersection LOS B HCS1()(}(}TM Copyright 0 2000 University ofFlarida, All Rights Reserved Venion 4.1e I I I I I I I I 'I II I II I I I I I II II II SHORT REPORT GQiifalj"onrii$Bit#rtM@t@1JW@ttt#ti~~~@tl~~~WM{@[@@~ftJSifi:UiW~i.nMMfdW;M@@W#1#.W~1M@mMI@M~w.JMmMWm::- Analyst PTe IntelSection Boynton Bch Blvd & 1-95 Agency Co. tI04-022 East or Area Type All other areas Date Perfonned 5114104 ~urisdiction Palm Beach County jTime Period PM Peak Hour ~alysis Year 2008 - Optimaed Timing MOIiifflJjiQ4tr.mii:lijDijt~mWf$}l:JWf#Xf$i1.~Nf#.W#tKnWJNiJtJ@Mtmm}Wfi$#finmlIMWiHMBMW1@t4tfXWIMftMMlf@1t!.S#M%@ EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 0 0 3 0 2 0 0 0 0 0 Lane group L T T L Volume (voh) 532 1462 1491 868 % Heavv veh 2 2 2 2 PHF 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A StartUD lost time 2.0 2.0 2.0 2.0 Ext. eft oreen 2.0 2.0 2.0 2.0 ~vai tvoe 6 6 4 3 Unit Extension 3.0 3.0 3.0 3.0 PedlBikelRTOR Volume 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/GradelParking N 0 N N 0 N N 0 N N N Parkinglhr Bus stopslhr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasina EB Only Thru Onlv 03 04 NB OnlY 06 07 08 'iming G = 47.0 G = 51.0 G = G = G = 46.0 G = G - G = Y 5 Y - 5 Y - Y - Y 6 Y Y = Y Duration of Analvsis (hIS) = 0.25 Cvcle Lennth C = 160.0 EB WB NB SB Adj. ftow rate 560 1539 1569 914 Lane group cap. 520 2278 1621 987 vIe ratio 1.08 0.68 0.97 0.93 Green ratio 0.29 0.64 0.32 0.29 Unit delay d1 56.5 18.0 53.7 55.3 Delay factor k 0.50 0.25 0.47 0.44 I nerem, delay d2 61.8 0.8 15.4 14.2 PF factor 0.584 0.140 0.971 1.000 Control delay 94.8 3.3 67.5 69.5 Lane group LOS F A E E !APprch . delay 27.7 67.5 69.5 !APProach LOS e E E Intersee. delay 49.7 Intersection LOS 0 HCS1000™ Copyright e 2000 University of Florida, All Rights RC:'Ierved Version 4.1c I I I I I I II 'I I I I I I I I I I .1 I INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD (@SEACREAST BOULEVARD Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1,00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT lhru RT LT Thru RT IT Thru RT Existing Volume (03/31/03) 200 215 71 109 491 118 117 613 181 55 432 23 Peak Season Volume 200 215 71 109 491 118 117 613 181 55 432 23 Badq~round 246 265 87 134 604 145 144 754 223 68 532 28 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 2% D"h 0% 0% 0% 0% 0% 5% 2% 0% 5% 0% % Commercial T raffie 2% 0% 0% 0% 0% 1% 1% 3% 2% 0% 3% 0% Residential Traffic 1 0 0 0 0 0 0 14 6 0 3 0 Commercial T faffie 4 0 0 0 0 2 1 3 2 0 6 0 Total 251 265 87 134 604 147 145 771 231 68 540 28 Critic..al Volume Analysis No. of lanes 1 2 <0 1 2 <0 1 2 <0 1 2 <0 Per lane Volume 251 176 nla 134 302 n/a 145 501 nla 68 284 nla % Turns from exd. lanes 42% 44% 0% 15% 68% 0% 13% 67% 0% 11% 85% 0% E/W Effective ~c . . . - . - . 0.42 . . 0,23 - North-South Critical NB l T + 5B TH - 553 5B l T + NB RT - 6 East-West Critical EB l T + WB TH - 429 WB IT + EB TH - 569 Maximum Critical Sum 553 + 569 1,122 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT IT Thru RT IT Thru RT IT Thru RT Existing Volume (03/31/03) 338 481 89 87 341 145 206 654 148 74 648 78 Peak Season Volume 338 481 89 87 341 145 206 654 148 74 648 78 Background 416 592 110 107 420 17B 254 805 182 91 798 96 Total Major Projects 0 0 0 0 0 0 [) [) [) 0 0 0 "/0 Residential Traffic 2% 0% 0% 0% 0% D"h 0% 5% 2% 0% 5% 0% % Commerdal Traffic 2% 0% 0% 0% 0% 1% 1% 3% 2% 0% 3% 0% Residential Traffic 5 0 0 0 0 0 0 6 3 0 13 0 Commerdal T rafflc 10 0 0 0 0 5 5 16 10 0 15 0 Tolal 431 592 110 107 420 183 259 827 195 91 826 96 Oitical Volume Analysis No. of lanes 1 2 I < 0 1 I 2 I <0 1 I 2 <0 1 I 2 I <0 Approach Volume 1133 710 1 281 1013 Per lane Volume 431 351 nla 107 210 nla 259 511 nla 91 461 nla % Turns from exd. lanes 38% 52% 0% 15% 59% 0% 20% 65% 0% 9% 82% 0% f/W Effective rYc . . - - - - - 0.41 - - 0.36 - North-South Critical NB LT + SO RT - 112 50LT+NBTH- 458 East -West Critical EO LT+WBTH 720 WB IT + EO TH - 602 Maximum Critical Sum 458 + 720 1,178 ~IAIU~ ! 5!14f}004 11:10