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TRAFFIC IMPACT ANALYSIS (AUG 2006) ~=~ Kimley-Horn and Associates, Inc. TRAFFIC IMPACT ANALYSIS OCEAN 95 EXCHANGE PARK BOYNTON BEACH, FL Prepared for: Genesis Development, LLC Deerfield Beach, Florida 044975000 Revised August 2006 April 2006 Kimley-Hom and Associates, Inc. Engineering Business Number CA00000696 4431 Embarcadero Dnve West Palm Beach, Florida 33407 561/845-0665 TEL 5611863-8175 FAX AtM7 222m) Ch~H~Jd.- ~ Florida Registration Number )8636 B ll-,:-jc~~ ~=n Kimley-Horn and Associates, Inc, TABLE OF CONTENTS PAGE SECTION ..,."".,..".,..",..,.".,...,..".".,..,..,..,..,."....,...,.,.".,."".,..,.,.,., I INTRODUCTION INVENTORY AND PLANNING DATA..... ,..,...........,............................,......,....,3 PROJECT TRAFFIC.,.., ,.... ,.,..,..,.,..,., ,.,..,.' ,... ,........ ,.. ,....,..,., .., ,., ,..,., ,...,....,....,.,.,.. 4 Traffic Generation.....,....,.,.".,..,.."."..".....,.".,."."..........,..,..,.,....,...,..,...,' 4 Traffic Distribution,..,....,.,..,..,....,..,.."."..,....,...,.,..,.."."....,...,..,.,....,."...,., 4 Traffic Assignment.".,..,.".,....,.,...,..,..".".".,..,..,."."..,..,..,.,",.,.".,.,.".,.,.,' 4 ROADWAY IMPROVEMENTS..........................,..............................,......,....,...., 7 SIGNIFICANCE ANALYSIS, ....... ..... ...... ................... ......... ........... ...................... 8 BACKGROUND TRAFFIC ,......,.".,..,..,.....,...,.....,.....,..,.,..".,..,.....,.,......,.,..,...,.10 P ART ONE _ INTERSECTION ANALYSIS ..................................................... I I Intersections on Project Accessed Links.................................................. II Intersections with Ten Percent Project Traffic on Approach..................... I P ART TWO _ LINK EVALUATION ................................................................. 12 Total Peak Hour,..,.,..,..,..., ..,..,....' ,.,.."...,.' ,.....,.,..,..,..,...,.., ,.,.,....,....,.....,.12 SITE CIRCULATION AND TURN LANE REQUIREMENTS ......................... 13 Driveway Classification..... ......... ...... ........................ ................ ....' .......... 13 Turn Lane Requirements ...................,.................,...................................14 CONCLUSION......,..,..,..,.. ...... ..... ............ .......................,.., .................... ............16 APPENDICES ,..,.. ,.,..,..,....' ,.......,.......,..,.., ,., ,.., ,.,...,....' ,..., ..,...... Following Page 16 Appendix A - Site Survey Map Appendix B - Traffic Count Data Appendix B - Intersection Critical Sum Analyses Page i 044975000 - 0806 ~=~ Kimley-Horn and Associates, Inc. LIST OF FIGURES Fiqure No. Title Paqe I Site Location Map ........................................................................2 2 Project Assignment..,....., ,., ,.. ,.........., ,.,..,.,...,.,.,..,.., ,.,....,...,.., ,.,..,,6 2 Driveway Volumes..................................................................... 15 LIST OF TABLES Table No. Title PaC/e I Trip Generation ...........................,................................,....,.........,5 2 Peak Hour Traffic Link Analysis.................................................. 9 044975000 - 0806 Page ii ~. ~=~ ....'.. ...... Kimley.Horn and Associates, Inc. INTRODUCTION Ocean 95 Exchange Park is a light industrial and office development proposed to be located between the CSX railroad tracks and 1-95 south of Boynton Beach Boulevard in the City of Boynton Beach, Florida, The Parcel Control Numbers (peN) for the subject site are 08-43-45-28-00-000-3050, 08-43-45-28-00-000-3100,08-43-45-28- 00-000-3070 and 08-43-45-28-00-000-3040. The current proposed site plan includes 103,885 square feet of industrial space and 29,462 s.f, of general office space, The location of the proposed project is illustrated in Figure 1. The site is currently occupied by approximately 18,000 square feet of warehouse use, The existing buildings on the subject site are proposed to be demolished. The location of the existing buildings within the subject site is illustrated in the site survey map included in the Appendix A, Kimley-Horn and Associates, Inc, was retained to prepare a traffic impact analysis for the project. This document presents the methodology used and the findings of the traffic impact analysis. The analysis was conducted in accordance with the requirements of the current Countywide Traffic Performance Standards (TPS) of Palm Beach County, effective February 2, 2005. The analysis used current data available from Palm Beach County. A buildout year of 2009 was analyzed for the proposed development. 044975000 - 0806 Page 1 u UfJa.o "NU"1W 0.. E ...J <( .; <( ::;: '" C~ ~ c:n:i Z x:;: U1 >.00 0 0 ~< 0 => E~ 0 w 0 i= ~~ '" "" ~ ... <( '" => ~ ~ .(1.\18 NV330 to Z U 0 G: 0 0 >- -' II ?: w ~DA ~UI 0 I- ~. (!l Vi ~ ~ u ~ 0 'J.MH 'MlJ(W g m x ~ m I m '(],\-.:I~ I[) OJ ~ ;!j N - , , , , --- Ul 'YCI31~ "JS IRQ MS ~ ~ 0 ~ 8 I 'JAV SS3~:)NO::> ! } ci i ~ ~ . u ~ ci ~ ~ ~ " x i ! :i ~ < f w ~ ...J <( g 0 I U1 m ~ 'aij~Y1 - 0 x - f- ~ f- [ ~ 0 z z ! ~ " ~=~ Kimley-Horn and Associates, Inc, INVENTORY AND PLANNING DA TA The 2005 peak hour roadway link traffic volumes were obtained from Palm Beach County, The peak hour turning movement count at the intersection of S. W. 8th Street/Old Boynton Road & Boynton Beach Boulevard was collected by Kimley- Horn. The traffic count data collected are included in Appendix B. Genesis Development, LLC provided project development information. The project traffic is proposed to access the major thoroughfare roadway network via Ocean Drive, Ocean Avenue, S,W, 7th Street and S.W. 8th Street. 044975000 - 0806 Page 3 ~=~ Kimley-Horn and Associates, Inc. PROJECT TRAFFIC Traffic Generation The daily traffic generation for the proposed development was based on trip generation rates published and accepted by Palm Beach County. The trip generation potential of the proposed project is summarized in Table 1. The proposed site is expected to geuerate of I ,089 total daily net new extemal trips, of which 125 would be generated during the a,m. peak hour and 151 would be generated during the p,m. peak hour. Based on the project's traffic generation, it was determined that the maximum radius of development influence for Test I of the Traffic Performance Standards is two miles. Traffic Distribution Traffic distribution was determined from a review of the surrounding roadway network within the study area and travel time characteristics along with the location of various attractions, The distributions according to the cardinal directions are: NORTH SOUTH EAST WEST 25 percent 30 percent 10 percent 35 percent Traffic Assignment The Am and PM peak hour trips for the proposed project were assigned to the surrounding roadways based upon the surrounding land uses. Figure 2 illustrates the project assignment for the proposed project. 044975000 - 0806 Page 4 TABLE 1 OCEAN 95 EXCHANGE PARK TRIP GENERATION Land Use Intensity Daily AM Peak Hour PM Peak HOUf Trips Total In Out Total In Out Existing Site Traffic Warehouse 18,000 S,F, 89 25 21 4 17 4 13 ~ Warehouse 5.00% 4 1 1 0 1 0 1 Net Existing External Trips 85 24 20 4 16 4 12 Net Existing External Trips with 94 26 22 4 18 4 13 110% Redevelopment Credit Prooosed Site Traffic Light Industrial 103,885 S,F. 724 96 84 12 102 12 90 General Office 29,462 S,F, 521 71 62 9 76 13 63 Sub Total 1,245 167 146 21 178 25 153 ~ Light Industrial 5.00% 36 5 4 1 5 1 4 General Office 5.00% 26 3 3 0 4 1 3 Sub Total 62 8 7 I 9 2 7 Driveway Volumes 1,245 159 143 16 178 25 153 Net ProDosed External Trios 1,183 151 136 15 169 23 146 Net Change in External Trips 1,089 125 114 11 151 19 133 Note: Trip generation was calculated using the following data: Daily Traffic Generation Light Industrial [P,B,C,1 = T = 6,97 trips/1 000 SF General Office [P,S,C,J = T=eO.n"Lrl(X}+3,65 AM Peak Hour Traffic Generation Light Industrial [ITE 150J = T = 0.92 trips/1 000 SF; (88% in, 12% out) General Office liTE 7101 = T =eO,80" In(X) + 1.55; (88% in, 12% out) PM Peak Hour Traffic Generation Light Industrial [ITE 150J = T = 0.98 trips/1000 SF; (12% in, 88% out) General Office [ITE7101 = T =eO.74 0 Ln(X} + 1.83; (17% in, 83% out) p:I0449175000\0706comments\ftg3.xlsjprOposed 8/21/200616:46 uva.o "Nu"1W l- v Z E ...J :if <( w ~ ::;: E12 Z 08 U1 :>:00 N => C) t-.:2 0 Vi ~-g 0 'G\18 H'f3oo W 0 0 "" ~ (f) " ~ '" ... => <( ~ '" ~DA ~UI to z .. ... G: ~ U 0 ~ G:: II LL ~ 0 <( ~o w 0::: ~ I- ~ %'17 %~ ",l,MH '"M!303.:l ~ i'- g m '0.\18.LS3l<lW3S %l x ~ m ~ z 0 ~ ~ II) OJ %rC ~ n %l %O~ ~ 0 %09 i'- ~ %Ol~ ~ N ~ 0 0 n ~ ~ N g %9 %l "JAV SS~~NOO %g i J ! ~ J} ci ~ LO ;; m LO z ~ . ~ ci ~ m m ,; ~ \' i ~ ~ 8 ~ ,. ~ w I ...J <( z "(Rj 3:>tmIMVl 0 ~ ~ U1 m - - 0 z >- ~ I >- I 0 z I < .-~~ -- -- I __ __ -- , , ci -*"c- m \' ~ ~ ~ ~ LO ~ li N -*" C f' 0 N .~ 3J.WOdOOO %Gt ~=~ Kimley-Horn and Associates, Inc. ROADWA Y IMPROVEMENTS A review of the Five-Year Plans of Palm Beach County, the City of West Palm Beach and FDOT indicated no roadway capacity improvements scheduled through the end of the buildout year. 044975000 - 0806 Page 7 ~=~ Kimley-Horn and Associates, Inc. SIGNIFICANCE ANAL YS/S An analysis was undertaken on all the links included in the Palm Beach County Thoroughfare Map within the maximum radius of influence to determine the significantly impacted links. Project traffic was assigned to all the thoroughfare roadway Jinks within the maximum radius of influence. Per Palm Beach County standards, all the Jinks on which the project traffic impact is greater than 1% of the LOS-D service volume are considered significantly impacted links. Accordingly, the roadway link of Boynton Beach Boulevard between Old Boynton Road and 1-95 is expected to be significantly impacted due to the project traffic. Table 2 illustrates the significance calculations. 044975000 - 0806 Page 8 o. ,JI-'E i!i ~ 1. , . joa: 0> . " ~ ~ . N.' :<i . ~ ~ ~ ooD.. ~> , ' mi: . ~.. . ' . . . . ~~~ i~ w' 8 i: . "'Ii:::; . . . 0''1 ~ll.~ o 'i o . ". . tLc(l. o In i !~: Iii <: E I"- ::iiii . :i~ l> ~~"#.. N~~ 1; ~Qi IIdl: E ~g~~: a: ~ D.. D.. 5~ '. ~~~: tLl!i D- O 0 1l E ~#E. I c~ ...~i ""0 , , " . 8i~ .io ~i o. 0"0 ~ ~ :. I -ej ~5 f. o . " " o ~~~f; "i",' ,..; iSE<Oi .........z'" ,.iN of 0<> <> 0 zzzz ~~~E dodo ~"''"'''' """,,,,,,, t; tn~ ~ uu .......... 0000 .... nn ........;..i QOClO 3uh'hl ~ ~- ~-~ ~~ <(bl?3< z "'.:; z . - <> <> <> <> zzzz ~:&:&&; oHM dodd f:ll!l~~ ~ g: :!! ~ *:&:&~ ~~~'" RoRiRil\l ................ ~ ~.~. ~ ~~~~ 0000 ~~~~ ~"g ~ g ~~~~ ~.~ ~z ';::. ~.~ ~. 000 zzz s~~ _0_ odd MNM ~~~ NNN o . ~ ;jIjt;;o ,..:.....N 000 zzz ~~~ odd -.. . . . ~~~ '$.#$ . M M 88l(j<( "'I....Oz Nt'>""" 1\igsg< oo.....z '''I "," N <:> <> <> <> zzzz r: ;;~ ;f! ;f! ....~;;l\i oodd ",g<01ll "'llJ"'''' ~~~~ ~~~ ricici ~ 0 0 0 . M M . M M ......."".,,,1' . > . . . .. ~ ri ~ .. ~ ri o N ri ;;;~~;;;13 ltl....O>.....<:'> "''''.<'iN...." ~~~~~ '" ririN.,": $ , . ~~!~z ,,('>R'$""'''''' !:k~~r.; 00"':00 !:l::q18~;:: ~gj:g~{J1 '#'$.##:& ~~~~y..: 00000 1818lJ:l[:l[:l ...;..-...-NN ~~~:;i~ ~~~~~ ..;..;....NN ~~~;;!;;! n ~j ~j i~ ~] .!~ ] ~ '= 5 Q.l 5 W II: ~~ ~~ ~~ ~ "C f ~ ~ f ~~ ~~ ~~ "C~ ~~~ ~~~~~ ~g mg mg ~g ~~I ~5~~I g~ ~~~ ~~~ ~~ ~~~ <~I~~~ "C-~ "C.~_> ~_> a2 Sm~ la m~ ~~P"C a"C~ a"CO mp"C ~~~"C ~m y.~ e ~~~8 ~ma~ maS ~a8 ~$m~"C~~E~~ ~ e~ ~2~m a~m ~~~ ~~gaigo-ga ~ ~~~~ S"C.~~ ;~~ ~~~ <;~;.!~;~~;. ~ ~~m~ t>m~"C!m~ "m~ I~s>~-~~a~ R ~~~~~ l~W~!~~~~iW~"Ca~~~~~~~~~i~ """,,,.a 'liaea.a.a" .a."<aia..r::~<,,a;a " ;o2m~*omm~~mm~~~m~~8ft.ma~w2~m~a 4~~s~.~.g~~ti~~~~~-.li~i~~liii~2 I€SE~.!€l~6-.~~~Z€~~~1ia gc~g.m~y!i.~ ..a~Sa.l!laiia~ llIaallaaa.<>>S ..0 o:E$..aill ~zom~!z~m~iom~=zmooo>oB~~ OOBoomw 8 ~ ~ ~ ~ c8 ;5 t . " 000 JggJgj <'J N" N" "" " ... 000 l5lg:gj <'J<'JN """ ... gOO ...:oloJ ~~~~ ~~~ ..;ri",- ~~gg '';'';<'IN 000 ~:oloJ ~~~~ .Ii if ~. l:] II ~ il <-i 3 . z ~ W ci ~ , o , r " o ~ r " . ( i . ~ . . i ~ l ~ ! iH 6.: ~ ~=~ Kimley-Horn and Associates, Inc, BACKGROUND TRAFFIC Background traffic was calculated according to the requirements of the Traffic Performance Standards of Palm Beach County. Changes in background are traffic typically calculated from two individual components. These two components are historic growth in roadway traffic volumes and increases resulting from traffic generated by unbuilt portions of specific approved major developments. Historic growth rate was determined by a review of the historic traffic count data for the years 2002 and 2005 published by Palm Beach County, A review of the spreadsheet maintained by Palm Beach County indicated that there is no committed development traffic on the significantly impacted roadway link. Therefore, the total background traffic is calculated by applying the historic growth rate to the existing traffic. 044975000 - 0806 Page 10 ~=~ Kimley-Horn and Associates, Inc, PART ONE - INTERSECTION ANAL YS/S Intersections on Project Accessed Links An analysis was undertaken for major signalized intersections nearest to the link significantly impacted by the project. The intersections of Boynton Beach Boulevard & Old Boynton Road and Boynton Beach Boulevard & Industrial Drive were analyzed using the Critical Sum planning methodology as outlined in the 1985 Highway Capacity Manual (HeM) and provided for in Palm Beach County's Traffic Performance Standards. The impacts of background growth and project volumes were added to the existing peak season intersection volumes to estimate the future peak season intersection volume, The critical sum analysis indicated that both the intersection will operate below the critical sum threshold of I ,400 vehicles per hour during both a,m. and p,m. peak hour conditions through 2009. Thc critical sum analyses worksheets arc included in Appendix C. Intersections with Ten Percent Project Traffic on Approach The proposed Palm Beach County Traffic Performance Standards stipulate that an analysis shall be undertaken for intersections where the project traffic comprises 10% or more ofthe total traffic on at lcast one ofthe intersection approaches, None ofthe intersections in the vicinity of the project will fall within this category, 044975000 - 0806 Page 11 ~=~ - Kimley-Horn and Associates, Inc, PART TWO - LINK EVALUA TION Total Peak Hour A two-way peak hour link performance standard evaluation was undertaken for the significantly impacted link of Boynton Beach Boulevard between Old Boynton Road and 1-95 considering the total two-way peak hour traffic volume and the roadway laneage to be in place in 2009. The total two-way peak hour traffic volume is calculated by adding the project traffic to the future background traffic, The background traffic, project traffic and the total traffic for both A.M. and P.M, peak hours for two-way peak hour conditions are shown in Table 2, As illustrated in Table 2, the roadway link of Boynton Beach Boulevard between Old Boynton Road and 1-95 is expected to meet the two-way a,m. and p,m. peak hour link level of service standards through 2009. 044975000 - 0806 Page 12 ~=~ - Kimley-Horn and Associates, Inc, SITE CIRCULA TION AND TURN LANE REQUIREMENTS The project traffic is proposed to access the major thoroughfare roadway network via Ocean Drive, Ocean Avenue, S,W, 7'h Street and S,W. 8th Street. Because the project traffic is required to traverse along the local roads to access the major thoroughfare roadway network, a separate detailed study has been provided to the City of Boynton Beach to evaluate the existing conditions of the local roads, The recommendations of this study will address the conditions of the existing local roadway network with future total traffic. Driveway Classification According to the Palm Beach County "Guide to Parking Lot and Street Access Design Criteria and Standards", it is necessary to classify project entrances as minor, intermediate, or major according to the following criteria: 1. Minor - Provides for a maximum average daily traffic of 500 vehicles, 2. Intermediate - Provides services for a maximum average daily traffic from 50 I to 2,000 vehicles. 3, Major - Provides service for a maximum average daily traffic greater than 2,000 vehicles. Using these criteria, the driveway serving the site is classified as an intermediate driveway, 044975000 - 0806 Page 13 ~=~ Kimley-Horn and Associates, Inc, Turn Lane Requirements Palm Beach County code requires a right-turn lane when inbound peak hour right- turning traffic is 75 vehicles or more and a left-turn lane when inbound peak hour left-turning traffic is greater than 30 vehicles. Figure 3 illustrates the proposed project a,m. and p.m. peak hour total volumes assigned to the project's access location. Based on Palm Beach County code, turn lanes are not warranted at the project driveway. 044975000 - 0806 Page 14 L[) OJ ...J (f) w <( ::;: ~ ::J t<) U1 -' => 0 W 0 > "" ~ => >- to Z <( G: 0 >- :;; ?: w 0 > CD a::: 0 V E .; '" E.S! ~g t-~ 8 ~-g ~ '" ~ ... ~~ II ~. ---- ----- ~r--- L{), N' ,.-:-1 ~ " ~o~ 1O......;:;:j .::............... L C\I;::,.., ---.-.- W I- Vi ------ -------------------------------------- ------ w w :::E :::E w => => :::E ...J ...J => 0 0 ...J > > 0 > "" <>: => => u 0 0 0 G: ::t: ::t: ... Z <( '" '" "" w <( <( >- ~ '-' w w ~ W 0- 0- ~ "- ..J :::E :::E ;{ % ~ <( 0- 0 ~ m z ~ ~ ~ Iii 00 m ~ "is anL MS l ~ ~ I ~ i ~ u ~ 1; 0 0 ~ ~ ~ ! 8 . ~ " "m! NQJ.NA.OEJ 010 "15 1419 MS I :i . E w i ...J <( 0 U1 - [;ii - ~ ~ >- ! 0 z ~ " ~=~ Kimley-Horn and Associates, Inc, CONCLUSION Ocean 95 Exchange Park is an industrial development proposed to be between the CSX railroad tracks and 1-95 south of Boynton Beach Boulevard in the City of Boynton Beach, Florida. This study was prepared to evaluate the impacts of a development consisting of 103,885 square feet of light industrial space and 29,462 s.f. of general office space through the buildout year of 2009. The traffic impact analysis demonstrates that the proposed development will meet Palm Beach County's Traffic Performance Standards through the end of2009 044975000 - 0806 Page 16 ~=~ Kimley-Horn and Associates, Inc, APPENDIX A Site Survey Map I I , ; ! ~ ~~ ; . :I..~~~~~ \ . "...."",.",. ..,<".... ~ ~ ~"I~' ~ ~ i" .A~~~i~lo ..;- - - - ~ 5gi""h"~ ~ 5g~~i~~~~-~'i \ "-'':::::' ~ . !~~~i~jll~ ; ~. !~.il.'~lli"ii ~ ~;~i~.iS; ! ~ ~ ~;~~~~Iii il~ I '''", ", to ~.""" ----- - --- ~ ~~,~~~~h ~ ~ ~ ~~;~~~ !~t~l;' ?6 f ~~~... \" ~ ~\ ~ · i~~~~:~~: ~ .. i~i~;g~im~i \ {' I ~ ~ ~ ~\ ~ i loh"ai'~' I ~ .S>"hl~ '. '~I I lb., 'il ~ 1\'. · ~ di~'E~'! I ~!~ ~dil!' :~~~~ill ~ I ! ~ ~ J ~"'\ \~ \~ ~ 'h"~ ~ g~ >~~lii.. is ! w g~ >~ i slo; ~i S I . .,. - ~ \ -~~ '" ~ ~ ~I~ ;~~i!~~!~ . ~ I; Mi~~~~;~~.M ~ ~. I ~ . ~ ;, ( \~ ~~ ~ j! . ~~i.~. ~,,- !I t.~ ~~~~~ll~lil'9':i_. ~, <; z.. I \ ~~ t ~ >~iiii;;QWll ~ ~ ~ >~~9~~. -.b~~. a ~ I '.....' 'q, Q~ i i>1 ~.~~lo~!l;i. i>1 ~~ '~IQ~~h.llS~ ~ ~ 3\6V,CI.LBN. 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:: v o o N '" '" -;;; " 3: '" ",' 16 iii -'" <.> <1l " en co o "E >- o en ~ I'- '" V o '" '" v ~ ~ I'- ~ V <0 '" ~ '" I'- o o '" '" o N <0 N o o o '" v ,:.: ~ J, v <0 o <CO N '" '" N ~ o '" o ~ <0 N '" '" '" '" <0 ~ N N ~ <0 I'- v '" N ~ ;;; '" N N o '" a; o o '" ,:.: o v o o N '" '" v o o N !e ~ ~ is - '" " 3: '" ",' 16 ~ -;;; => '0 E iii -'" <.> <1l " en C o "E >- o en ;; <CO '" i glr;; N! <010 <CO 0 ~ <CO '" ~ '" ~ '" '" '" v <CO <CO I'- o N '" ~ '" o '" o o a; ~ o o ,:.: v o o ~ ~ ro ro (Q 05 -'" -'" <.> <.> <1l <1l " " en en c C o 0 C C >- >- o 0 en en t t is <ii 'C -;;; => '0 C '" I'- o '" o I'- ~ <CO <CO N '" '" <0 <0 o N <0 V o :;: ~ '" v '" ;:: N <CO N '" N N o '" a; o o '" ,:.: o N o o ~ <xi '0 "" 0> o ...., 16 iii -'" <.> <1l " en c .8 c >- o en ;;; <0 '" I'- <0 '" I'- o <CO I'- v ~ N o N o v '" <0 '" V V <0 N I'- o '" N V '" '" '" N '" o N '" '" '" v ,:.: ~ J, v <D N o o <::' ~ <xi '0 0:: 0> o ...., 16 iii -'" <.> <1l " en c o "E >- o en o N '" <0 I'- <CO I'- '" o I'- v N <0 o '" N o '" o <0 '" v o v N I'- V ~ <0 :;: N o ~ '" v <0 '" N o '" a; o o '" ,:.: o '" o o N ;:n N '" '0 "" 0> o ...., 16 iii -'" <.> <1l " en c o "E >- o en <CO o <0 <0 I'- N V v <CO '" v o N N '" N '" <CO ~ ~ o '" v '" '" N '" '" <0 <CO I'- v '" '" ~ '" <CO o ~ <0 '" v o '" ,:.: ~ o '" <D '" o o N ;:n N '" '" <CO <0 <0 '" N I'- N '" <0 '" N <CO '" '" '" N o ~ <0 '" '" '" o '" '" ~ <0 ~ N o V I'- ~ '" I'- '" v '" '" o '" a; o o '" ,:.: o v o o N '" '" '0 "" 0> o ...., 16 '0 "" 0> o ...., 16 iii -'" <.> <1l " en c o "E >- o en iii -'" <.> co " en c o "E >- o en N <0 <0 I'- ... N ~ - o co ~ Q) Cl '" 0.. N I'- V o v ~ ~ '" N N <CO <0 N <CO N '" ~ V <0 <0 '" ;;; N <0 <0 '" '" v '" o N '" '" '" ~ '" '" '" '" v ,:.: J, v <D v o o ~ '" '" '0 "" 0> o ...., 16 <0 o o N ..f N >- '" ::;;: ,;; '" 'tl III Q) c 'tl Q) s: iii -'" <.> <1l " en c .8 c >- o en Location: Boynton Beach BI. & NW 8th St. -,ty, Slate: Boynton Beach, Florida Junter: LM, GB i"i'ay of week: Tue, Kimley-Horn and Associates, Inc. 4431 Embarcadero Drive West Palm Beach, Florida 33407 File Name : BOYNB-NW8 Site Code : 00011706 Slart Date: 01/17/2006 Page No : 1 Grouns Printed- Unshifted - Old Boynton Rd. Boynton Beach Blvd. sw Blh St. Boynton Beach Blvd. Southbound Westbound Northbound Eastbound i Start Time Right Thru Lefl Peds Right Thru Lefl Peds Right Thru Left Peds Right Thru Left Peds Int. Total I. Factor 1,0 1,0 1,0 1.0 1,0 1,0 1.0 1,0 1.0 1,0 1,0 1,0 1,0 1.0 1,0 1,0 07:00 AM 8 13 94 0 29 117 15 0 16 19 13 0 3 195 4 0 526 07:15 AM 2 14 77 0 32 153 16 0 12 22 11 0 10 337 1 0 687 07:30 AM 1 42 116 0 36 144 19 0 27 20 10 0 10 347 2 0 774 07:45 AM 10 42 127 0 54 238 32 0 13 23 22 0 12 381 5 0 959 Total 21 111 414 0 151 652 82 0 68 84 56 0 35 1260 12 0 2946 08:00 AM 1 23 96 0 30 233 32 0 21 17 8 0 15 396 3 0 875 08:15 AM 2 26 129 0 33 191 37 0 28 22 17 0 13 308 3 0 809 08:30 AM 3 16 87 0 41 209 32 0 21 16 20 0 12 319 2 0 778 08:45 AM 6 33 92 0 61 238 20 0 30 28 19 0 18 306 1 0 852 Tolal 12 98 404 0 165 871 121 0 100 83 64 0 58 1329 g 0 3314 -r>!i:* BREAK *** 04:00 PM 12 31 78 0 128 318 29 0 19 43 38 0 19 298 16 0 1029 04:15 PM 3 29 89 0 139 304 39 0 31 39 40 0 16 274 13 0 1016 04:30 PM 1 14 59 0 151 309 40 0 30 37 24 0 22 288 9 0 984 04:45 PM 8 27 58 0 190 282 20 0 32 56 28 0 28 299 8 0 1036 Total 24 101 284 0 608 1213 128 0 112 175 130 0 85 1159 46 0 4065 05:00 PM 7 25 81 0 167 316 20 0 22 47 42 0 15 286 7 0 1035 - 05:15 PM 9 26 66 0 204 341 37 0 22 54 36 0 24 275 9 0 1103 05:30 PM 7 40 84 0 171 347 41 0 32 52 29 0 30 251 8 0 1092 - 05:45 PM 3 36 81 0 174 358 33 0 12 47 31 0 22 239 16 0 1052 Total 26 127 312 0 716 1362 131 0 88 200 138 0 91 1051 40 0 4282 ~ Grand Total Apprch % Total % 83 4,3 0.6 437 22,6 3,0 1414 73,1 9,7 og I 0,0 1640 26,5 11.2 4098 66,1 28,1 462 7,5 3,2 o,g I 0.0 368 28.4 2,5 542 41,8 3,7 388 29.9 2.7 0,g1 0,0 269 5,2 1,8 4799 92,7 32,9 107 2,1 0,7 0[14607 0,0 0.0 App. Int. Total Total Volume 16 107 439 0 562 158 871 133 0 1162 83 78 67 0 228 52 140 13 0 1469 3421 4 Percent 2,8 19, 78, 0,0 13. 75, 11, 0,0 38. 34, 29, 0.0 3,5 95, 0.9 0.0 0 1 6 0 4 4 2 4 6 07:45 10 42 127 0 179 54 238 32 0 324 13 23 22 0 58 12 381 5 0 398 959 Volume Peak 0,892 Factor High Int. 07:45 AM 07:45 AM 08:15 AM 08:00 AM Volume 10 42 127 0 179 54 238 32 0 324 28 22 17 0 67 15 396 3 0 414 Peak 0.785 0,897 0,851 0,887 Factor -eak Hour From 12:00 PM to 05:45 PM - Peak 1 of 1 Infersectio 05:00 PM - n Volume 26 127 312 0 465 716 136 131 0 2209 88 200 138 0 426 91 105 40 0 1182 4282 2 1 Percent 5.8 27, 67, 0,0 32, 61, 5,9 0,0 20. 46, 32, 0,0 7,7 88. 3.4 0,0 ... 3 1 4 7 7 9 4 9 05:15 9 26 66 0 101 204 341 37 0 582 22 54 36 0 112 24 275 9 0 308 1103 - Volume Peak 0,971 ... Factor High Int. 05:30 PM 05:15 PM 05:30 PM 05:00 PM Volume 7 40 84 0 131 204 341 37 0 582 32 52 29 0 113 15 286 7 0 308 - Peak Factor 0.887 0,949 0,942 0,959 - ...J ::; 00 e- -0 M ~ a: <( 11. 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'<> 00 :::l 00 e- o N :::l ... o o <::' 'OS o o 00 o o ;..: A .. E .g .E ;; iXi .d u , ~ <Q Q o ~ o <Q ~ e- O ~ 00 00 N 00 ~ '<> '<> o .... ;::: .... 00 .... M N .... e- ~ o o 00 o e- '<> ... o ... '" ... M N o o 2 00 o M 00 s- o M ;..: o ." '" "" o ~ ;; iXi .d u ~ ~ <Q " o ~ o <Q M '<> ~ N o .... o ... '" -0 ~ ... ~ ~ N ~ o N '" M e- '<> M e- O 00 e- :! ... -0 N e- o ~ N ... M N o o <::' - 00 ~ ... ;..: ~ ... <; - ." '" "" o ~ ;; iXi .d u , ~ <Q " o ~ o <Q o N M -0 '<> o ~ N o '" o '<> M N o - M ... '<> ~ N e- 00 e- M o e- ... N ... o ... N e- :! -0 ... M o o <::' ~ <::' M o ~ 00 S- O ~ e- O ;2 "" o ~ ;; iXi .d ~ ~ <Q " S " S <Q 00 o -0 -0 N ~ .... M 00 - o ~ ... '" '" M 00 o - '<> ~ ... e- N ... ... 00 '" ... o .... '" ~ .... M M -0 00 e- ... M o o <::' ~ <::' M o M ;..: o M <; ;2 "" o ~ ;; iXi ] V <Q g ~ o <Q ~ 00 '<> -0 00 M M ~ .... o '<> '" M e- M e- ~ ... 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Peak Season = 1.02 BuildoutYear= 2009 Years- 3 AM Peak Hour Northbound Southbound Eastbound Westbound LT Thro RT LT Thru RT LT Thro RT LT Thro RT Existing Volume (01/1712006) 67 7B 83 439 107 16 13 1404 52 133 871 158 Peak Season Volume 68 80 85 446 109 16 13 1,432 53 136 688 161 Growth Rate 320% 3.20% 320% 3.20% 320% 3.20% 100% '.00% 1.00"10 1.00'% 1.00% 1.00% Background 75 67 93 492 120 18 14 1,475 55 140 915 168 ProlectTranic Inbound Assignmenl 2% 3% 20% 45% Inbound Volumes 2 3 23 51 OullJoundAssignmernt 20% 2% 36% Outbound Volumes 2 1 4 Net Traff/C 77 88 97 492 122 18 14 1478 78 191 915 166 Right-Tum-On-Red Reduction {to} (10) (10) (50) Total 77 .. 87 492 122 . 14 1,478 6. 191 915 106 Critical Volume Ana 5is No,o!Lanes 1 1 <0 1 1 <0 1 3 <0 1 3 1 roach Volume 252 622 1,560 1,212 Per Lane Volume 77 175 '" 492 130 '" 14 516 0/, 191 305 106 (N," Reduction '" '" '" -106 Net Per Lane Volume 77 175 0 492 130 0 14 516 0 191 305 0 North-SoulhCrilicaJ NB LT+SBTH", 207 58 LT+NBTH 667 East-WeslCritical EB LT+WBTH- 319 WB LT+EBTH= 707 Maximum Critical Sum 667 . 707 1,374 ? PM Peak Hour Northbound Southbound Eastbound Westbound LT 7hro R7 L7 7hro R7 L7 7hro R7 LT Thro R7 Existing Volume (01/1712006) 13a 200 68 312 127 26 40 1051 91 131 1362 716 Peak Season Volume 141 204 90 318 130 27 41 1,072 93 134 1,389 730 Growth Rate 320"/0 3.20% 3.20% 3.20"10 3.20% 3.20% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% Background 155 224 99 3aO 142 29 42 1,105 96 136 1,431 752 ProlectTrafflc Inbound Assignment 2% 3% 20% 45% Inbound Volumes 1 1 4 9 Outbound Assignmemt 20% 2% 3a% Outbound Volumes 27 3 51 Net TraffiC 182 227 ISO 350 143 29 42 1106 100 147 1431 752 Right-Turn-On-Red Reduction (10) (10) (10) (60) Total 182 m 140 350 143 19 42 1,106 90 147 1,431 692 Critical Volume Anal sis No. 01 Lanes 1 1 <0 1 1 <0 1 3 <0 1 3 1 roach Volume 549 512 1.238 2,270 Per Lane Volume 102 367 '" 350 162 0/, 42 399 '" 147 477 692 Overlap Reduction '" '" '" 692 Net Per Lane Volume 102 367 0 350 102 0 42 399 0 147 477 0 North-SouthCntiCal NB LT+SBTH= 344 SB LT+NBTH= 717 East-West Critical EB LT+WBTH= 519 WB LT+EBTH 546 Maximum Crltlcal Sum 717 . 546 . 1,263 A p;10449\75000'07()6a><1lmenlsla""iysi8'llg3x1s}ob@bb 81<'1/200616:55 - - - .. OCEAN 95 EXCHANGE INDUSTRIAL INTERSECTION ANAL VSIS SHEET Bovnton Beach Boulevard @ IndustrIal Drive Peak Season- 1.02 Buildoul Year- 2009 Years'" 5 AM Peak Holt[ Northbound Southbound Eastbound Westbound LT ThN RT LT ThN RT LT ThN RT LT ThN RT Existing Volume (Oll17f2006j 22 5 51 123 4 76 122 1639 59 26 1030 123 Peak Season Volume 22 5 52 125 4 78 124 1,672 60 27 1,051 125 Growth Aale 3.20% 3.20% 3.20% 3.20"'{' 3.20% 320% 1,000/0 100% 1.00% 1.00% 1.00% 1.00% Background 26 6 61 147 5 91 131 1,757 63 2B 1,104 132 Projel::tTrafflc I nbound Assignment 2% 3% 20% 45% Inbound Volumes 2 3 23 51 Outbound Assignmemt 20% 2% 39% OutboundV~umes 2 1 4 Net Trafhc 28 7 65 147 7 91 131 1760 86 79 1104 132 Righl-Tum-On-Red ReducliOll (10) {10} (10) (50) Total 28 7 55 147 7 81 131 1,760 76 ,. 1,104 72 Crlllcal Volume Ana sis No. of Lanes 0, 1 1 1 1 <0 1 3 <0 1 3 1 each Volume 90 235 1,967 1,255 Per Lane Volume 0 0 55 147 55 ,," 131 612 01' ,. 36B 72 Net Per Lane Volume 0 0 55 147 88 0 131 612 0 79 36B 72 North-Soulfl Critical NB LT+SBTH= 88 58 IT+NBTH= 202 Easl-WeslCritical EB LT+WBTH_ 499 we LT+EBTH 691 Maximum Critical Sum 202 + 691 : 893 A NDE PM Peak Hour Northbound Southbound Eastbound Westbound LT ThN RT LT ThN RT LT ThN RT LT ThN RT Existing Volume (01J17f2006) 5 0 15 132 0 78 84 163' 13 13 HI62 60 Peak Season Volume 5 0 15 135 0 80 88 1,570 13 13 1,899 61 Growth Rate 3.20% 3,20"10 3.20% 3,20% 3.20% 3.20% 1.00% 100% 1.00% 1.00% 1.00% 1.00% Background 6 0 18 158 0 93 90 1,650 14 14 1,996 84 Project Traffic Inbound Assignment 2% 3% 20% 45% InboUnd Volumes 1 1 4 , Outbound Assignmemt 20% 2% 38% OulboundVoIumes 27 3 51 NelTraHic 33 3 69 158 1 93 90 1651 18 23 1986 84 Right-Tum-On-Red Reduction (10) (10) (10) (50) Total 33 3 59 158 1 B3 90 1,651 8 23 1.996 4 Critical Volume Anal 515 No. of Lanes 1 1 <0 1 1 <0 1 3 <0 1 3 1 A roachVdume 95 242 1,749 2,023 Per Lane Volume 33 62 01' 158 84 01' 90 553 01' 23 666 4 Nel Per Lane Volume 33 62 0 158 84 0 90 553 0 23 666 4 North-South Critical NB LT+SBTH= 117 SB LT+NBTH=, 220 EastWeslCritical EBLT+WBTH 756 WB LT+EBTH- 576 Maximum Critical Sum 220 + '56 : '76 7 U ER p.10449\75OOO\07Q6C<lmmentsl."",IysisV1gS,mjld@W) 81211200616:55 .. - .. - .. - .. - .. - .. - - - - - - - .. - .. - .. .. - .. - .. - .. - .. .. ..