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TRAFFIC IMPACT ANALYSIS (MAR 2002) ~ ~ YVONNE ZIEL TRAFFIC CONSULTANTS, INC. 11440 86th 51. North, West Palm Beach, Florida 33412 Telephone (561) 624-7262. Facsimile (561) 624-9578 March 29, 2002 ( Mr. Erik Johnson Planner, City of Boynton Beach 120 East Boynton Beach Boulevard Boynton Beach, Florida 33435 -_1 -- -_____ ,_I RE. Riverwalk Shopping Plaza l Dear Mr Johnson: Yvonne Ziel Traffic Consultants, Inc. was retained to prepare trip generation analysis for a proposed change at the above referenced project located along the southeast comer of Boynton Beach Boulevard and Federal Highway The project has an approval for 102,031 square feet (SF) of retail. The applicant is proposing to add 7,829 square feet of retail for a restaurant (permitted use). Please find enclosed Tables I through 4 which provide the trip generation rates used and the trips generated by the approved project. Tables 5 through 7 provide the trip generation calculations for the proposed project. Trip generation indicates that the proposed addition results in an increase of 92 daily trips, I AM and 7 PM peak trips. Since increase is below 200 daily trips, and the directly accessed links do not exceed the level of ser"ice standards (11,868 peak season volume with 32,500 capacity and 28,201 ADT with 32,500 capacity), a new traffic study is not required. Sincerely, ONNE ZJEL T LTANTS, INC ---- Y onne Ziel, PE President ENCLOSURE Traffic Engineering and Planning I- ....- I" l- N_ I- ;;;:s .... x "'<0 "'''' I-X X <'> I- <0- .... W if <'>- '" X NO N i, ZW W <'>- '" W W 0: N'" uo: ",m (/)0: W ....'" "'''' Q,w "'N .... 0: - .... '" I- o:W 00 0 om m Z wI- 0:1- <'>- '" W <'> <'> W , a.Z I-Z l- i W ",W ",Z 3:--, i ~W mm ,a <'>'" ~;;! :sl:g ~ W< '" - i~ o . ZI- <'>- ~~ a.--' ....'" '" a. I- <ON < Nm N '" 0 I <'> :;0 :;1- <0_ '" ~ I- + a. I- a.O X I- a. I- mo a. Z j'( --' --' :; X <'>'" < to NN ;2; a.>-W l- I- I- <ON '" 0 <0 X "i'o: mm ~[3 I- " W (/)W N<'> I- a. 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N o N '" ui (/) ~ Cl: () :;; TRAFFIC IMPACT ANALYSIS WOOLBRIGHT GRILL Prepared for Slattery & Associates Prepared by YVONNE ZIEL TRAFFIC CONSULTANTS, INC. 1144086 STREET NORTH WEST PALM BEACH, FLORIDA 33412 (561) 624-7262 June 6, 2002 ~\ i /...--- \ ",., YV~~~~rJf----: TABLE OF CONTENTS INTRODUCTION EXISTING CONDITIONS ASSURED CONSTRUCTION BACKGROUND TRAFFIC MAJOR PROJECTS TRIP GENERATION TRIP DISTRIBUTION PERFORMANCE STANDARDS ANALYSIS Test One Alternate Test One Intersection Analysis Test Two Driveway Analysis CONCLUSION APPENDIX A - GROWTH RATE WORKSHEET APPENDIX B - INTERSECTION ANALYSIS WORKSHEETS AND TRAFFIC COUNTS 4 4 4 6 6 6 6 11 11 11 11 LIST OF TABLES TABLE TITLE PAGE Existing 2000-200 I) Daily Traffic Conditions 3 2 Existing (2000-2001) Peak Hour Traffic Conditions 3 3 Trip Generation Rates 5 4 Trip Generation 5 5 Pass-by and New Trips 5- 6 Future (2003) Daily Traffic Conditions 8 7 Future (2003) Peak Hour Traffic Conditions 8 8 Future (2003) AM Peak Season Peak Direction Traffic Conditions 10 9 Future (2003) AM Peak Season Off-Peak Direction Traffic Conditions 10 10 Future (2003) PM Peak Season Peak Direction Traffic Conditions 10 11 Future (2003) PM Peak Season Off-Peak Direction Traffic Conditions 10 ii FIGURES 2 3 LIST OF FIGURES TITLE PAGE 2 7 9 Site Location Trip Distribution Future (2003) Daily Traffic Conditions iii INTRODUCTION Yvonne Ziel Traffic Consultants, Inc. was retained to perfonn a Traffic Impact Analysis to assess the traffic impact of a proposed quality restaurant to be located east of the Riverwalk Shopping Plaza at Woolbright Road and Federal Highway as shown in Figure 1 The proposed project consists of a 7,829 SF quality restaurant; build-out is anticipated in 2003 EXISTING CONDITIONS The major roadway adjacent to the project is Woolbright Road, which is a 5 lane road. Table I shows the existing (2000-200 I) average daily traffic (ADT) conditions on the impact area roadways and Table 2 provides the peak hour traffic conditions at the same locations. The ADT volumes were obtained from the Palm Beach County 2000-2001 Traffic Volumes Map, the peak hour volumes were detennined by factoring the ADT volumes by 0.093 ASSURED CONSTRUCTION Construction of a northbound left turn lane on Seacrest Boulevard at Woolbright Road is a required improvement by Lowe's of Boynton Beach. ~ Lake Ida R YVONNE ZIEL TRAFFIC CONSULTANTS. INC. TRAFFIC ENGINEERING &. PlANNING 1144086SlreelNor1h.W"PMn8Mch.~ 33412 T~:MI'__no:l '.!IlIl_l1078 Boynton Beach Blvd. Woolbri ht Rd. 23 Ave on ~ "0 > OJ ~ I e '" "0 '" U. 1ii ~ u '" '" (J) . (SITE) <( ~ FIGURE 1 WOOLBRIGHT GRILL SITE LOCATION ) NTS. LO(/) 60 O....l WOOOOOOOOUOUOO (/) 0 WOOOOOOOOOOUUOO N 0 ....l UO CO<X)MO},....MI"-IOa> UO co coC"') C),.... M t'--1OCJ) :>i= O<OCOvtD......CO......1O >~ OtDCOvWI'--CO......1O ,....cidc::iciddoo ~ or-=c:ic:icic:iciddd ~ LOI-U LO:.::a: I.ONmQ')N'l:::tMlOO 60- IOl"-m,....N............M...... cit5:J LO<D<D<O~~NCl;N o<(u. 0...... V Ol0...... 0 M,.... 8a.O ('l.o~CX) v~ ~Np<O_ _co o U. O,....M......COCONNCO N I MN ..-..... NN,.... N <( Lri N ai l,{)- ai c~,- CO- T'""- 00- a: ('I')N ,......-NN..... I- :.:: (/)' 000000000 'a. 000000000 (/) t5SP p<( Z NNmNNNNmC) (/) .U 000000000 OOMOOOO('l')M Z LOl.()ClLOI.OLOLOC>Ol 0 a. MM~MMMM,....P~ 0" N-N-~N-NNN~-V- i= i= MM.,....MMMM.,.....,.... 0 0 Z (/) IOIONIOIO-v-vNN u.(/) LOLONLOLO-v-vNN 0 Z OW U u.W 0 ~Z OZ U ::s I- U ~::S U 0 u: ....l- <( U. Z ............Q)-cQ)-c--c-c ....lu. ....l<( 0 C 000)> >a:::LOa:::> -u. Z ............lll""oQ)-c--c-c LO :::!a: WW-c-<( .,.... - a:<( ~ U .- CD ...... ...... CD 0 c 00 C)> > a::: LOa::: > 0 a: I- LO '- -c..cW..c Cla: Wlll-c-<( .,.... - 0 Cla: Q') ro CD ..c '- 0)00 O)..c ~I-I- ~ LO U .- CD ...... ...... CD 0 U ' '" ~ U M .- .- '" en rom..c:"E~W.g,..c: N NI-:J =00 mN.o;;.o::J WIr 1Q) OM.-OO.-oo 0 0_ ~UJOa:::OCD '" ....lCl....l U :::oo~mN..o:;..o::J Z WIO ....l UJO 0 OW 00-<( 0 <( ....lClI uiUc:(/)~~~Cl 0'0 OOWOa:::OOO 00- <(a:O ....l I- <(a::.:: e :::.9'0 -g, 0 1-00 WuiUC:(/)~~~:g, 00 1-~t5 o 0 C - "- - ....l~ o -0- ..c: '- 0 ill >.ZO.oO~ 00 o '0 c 0 _ .2>_ 0 0 Oa. ~alCoZOZ_ 00 ill >.Z 0..0 0<3 0- O_N ~OO ~":' ~alCoZOZ_ I- ~O 00""" LOZ 0 b_N ~bO (/) """00 'ONe 0 I- a 0 00""" LOZ N ~ """c/) 'ONe Z , 0 (/) 0 0 ~ :J a ~ 0 Cl 0 (/) 0 0 0 N Z ~ ~ U ~ a N 0 ~ i= 0 :.:: Cl (/) ~ <( Z X W i= W a. (J) u. X 0 :.:: 0 W a. ~ a: (/) W I- 00000 <( 00000 a: a: a: U a: a: a: I-I-I-~~~~ 0 I-I-I-~~~~ IIIOOCC Z IIIOOOO ::!; ~ ClClClI-I-:I::I: ~ ~ ClClClI-I-II Na. c::c::c::(/)(/)....l....l c::c::c::(/)(/)....l....l 00> ccooooWW<(~ ~ ooooooWW~~ 'M ....l....l....la: a: a: -J...J...Ja::a:::: c: .. 0 ui 0 ".... OOOUUWW OOOUUWW -, 0 <( OOOt5<(OO<(<( I- <( 000t5t500<(<( , .. 0 0 LO<O ~~~ WWW~~ 0 ~~~ WW~~ 00 a: (/)(/)U.U.<(<( Z a: (/)(/)u.U.<(<( BACKGROUND TRAFFIC The Palm Beach County Urban Study Area Traffic Volume Growth Tables provided by the Palm Beach County Engineering Department, includes historical traffic count data for the roadways within the impact area of the project. The growth rates for the roadway were detennined from these tables, and then applied to the respective links to detennine background traffic growth to 2003 Appendix A contains a table with the growth rate calculations. MAJOR PROJECTS The Palm Beach County (PBC) Engineering Departments major project map and list were consulted to locate those projects needed to be reviewed for consideration in projecting background traffic. The traffic from Lowe's project on Woolbright Road and First Southern Professional Bank was reviewed. The resulting background growth far exceeds the traffic from these projects. Since this is an urban infill area, and the background growth is greater than the committed development traffic, only background growth was applied. On those links with no background growth a 2% growth rate was applied. TRIP GENERATION Trip generation was perfonned using the rates found in the Palm Beach County Impact Fee Ordinance, and the Institute of Transportation Engineers', Trip Generation, 6th Edition. Table 3 shows the trip generation rates used and Table 4 the trips generated by the proposed project. Table 5 provides the Pass-by and New trips. Trip generation resulted in 598 daily trips, 5 AM peak trips 4 '" ~ >- - t.S a:: ~ ~ w >- M '" Z >- M >- '" w >-t.S ",t.S ~;;! fii fii z a. wa:: .... 1< Uw '" >-a:: 0 0 ~z2 a::>- ~~ .. .. Wz a. a.w a.W ::;: M '" ::;;;! a. >- .. '" '" t.S a. .... a.>- '" '" 1< 0 >- ...I >- >- h ;:: "'a:: '" 'w 0 "'>- a.>- >- UlZ ::;:~ <l:w a. '" ...I '" 0 0 <{ >- >- >- >- >-t.S 0 t.S 0 <{ >- Z U 0 0 W '" Ua:: .. a. Ula:: '" '" >- a::W '" " Q,w X W>- a::>- W a.Z a. >-Z W Z ",W <<; 0 ~..J a:: '" '" >= '" '" a.;:: w Ul 0 15 >- w w ::;:0 Ul Z ...1>- a. J: ...I <{>- ..JQ, W ",<{ 1< ...I >- ",Z ...I a:: a:: a:: <{ '" a:: 0 ->- >- a~ '" '" l')Z "'Ul >- Z l')>= ~..J 0 M>-O ~W >- 0 ..>-<{ "'>-W W<{ WJ:- WJ:a:: WJ:Z Z>- ..Jl')>- a.>- >= ..Jl')W ..Jl')O 0 "'-~ ::;:~ ~ "'-Z "'-Z >- <{a::W <{a::W ~ffi<( .~~z <{ W I-~C) '" 0 Z ...1>- ~ >- OW W oa. 0", X ol') '" l') 01< 0' a. .. .. W ~Q, '" a. ~>- 0 0 ~~ ::;: a:: Ul '" 1< .... .... <{ <{ "' >- W >- >-Ul a. >- >- "'a:: b~ ui 0Q, ch~ a:: <{'" <{a. >- UlZ W <l:w 1< W >- Z a Z ...I W <{ ;;; Z '" >- "' 0 N 0 >= W "' >- W N ,.: <{ Ui "' "' 0 >- ~ '" '" WO a:: '" '" !::u 0 W a. Z Ul >- Z 0 ~ <{ >- :g '" >- <h ~ u. ~ Ul 0 <{ :; W :ii a. <{ >- >-1- '" ::J ::J ::J - a >- a ",Z >= ,W ..:. ..:. ui UlU Z Ul Z Ula:: ::;: ~ ~ ~ a. <{W Na. W W W 1< a. a. 00 Ul ::J Ul ::J >- ~ 'M ::J <{ U ::J <{ ~ c.. a:: ~N 0 >- 0 >- :ii 7'A Z Ul ::J Z Ul "'''' :5 W 0 :5 W 0 00 a:: '" a:: >- ::J a ..:. W ~ Ul ::J ::J ;:: g 0 Z Ul :5 W a:: >- and 50 PM peak trips. Based on the daily trips generated by the project, the radius of development influence is one mile. TRIP DISTRIBUTION The trip distribution was based on infonnation provided by the owner/operator of the restaurant. Figure 2 shows the percent project trips and the project volumes on the impact area roadways. PERFORMANCE STANDARDS ANALYSIS Test One Table 6 shows the ADT capacity analysis with the project trips and background growth with the perfonnance standards analysis on those links with project impact greater than one percent of the LOS D capacity Table 7 shows the same infonnation for the peak hour. Figure 3 shows the above infonnation on a map. Woolbright Road, from 1-95 to Seacrest Boulevard, fails the Test One LOS standard. An Alternative Test One analysis was perfonned for this link. Alternate Test One The 2000 peak season, peak hour, peak direction volume was obtained from the Palm Beach County Traffic Division for the failed link. Tables 8, 9, 10, and II show the projected AM and PM peak direction and off-peak direction/peak season/peak hour volumes for the failed roadway link. All of the peak direction link LOS standards are met. The intersections at each end of the Alternate Test One link were analyzed to detennine if they meet the intersection standards. 6 Boynton Beach Blvd. 2% 12 0.02 Woolbri ht Rd. 23 Ave Lake Ida R - LEGEND 3% = Percent of Project Trips on Link 4 32 = Number of Project Trips on Link 0.07 = Percent of LOS "D" Capacity ~ - ~ - ~ YVONNE ZIEL TRAFFIC CONSULTANTS. INC. TRAfAC ENGINEERING a P\.ANNING 11440MSQelNotOI.WMtP-'mBelldl.FlI:lrII>> 33412 T~~\_ns:I ~.50'~ on '" ..!. o'!~co on "': co "0 N~O > ~ o.ecoq OJ '#.00 M~O o(O~ 1ii I ~ 0 '" 10% e 4% tJ 25% 24 '" 60 '" 150 '" "0 0.07 (J) 0.18 '" 1.00 u. co . ,#coq ~C)"" M~O eMf'-: ..,.NO #.00 lOO)<t! ~ 0 <( ~ FIGURE 2 WOOLBRIGHT GRILL PROJECT TRAFFIC DISTRIBUTION AND ASSIGNMENT ) N.TS. Lake Ida R LEGEND c . LItWIl of s.vtce 31.594 . ExlItirIgT..mc 111 . FutureGn:lwlh ---1.!L . Prqecl TI'llIIIc 37."'8 . TotaITl'll1IIc ~ YVONNE ZIEL TRAFFIC CONSULTANTS. INC. TRAFFIC ENGINEERING 8: PlANNING 1144088SlrMlNorll,WfttPalmBucl1,F1oridII33412 T....,..5$I.Qf-nt:l'.MI_71 Boynton Beach Blvd. Woclbri ht Rd. 23 Ave ) ~ M l:;j U~{O~ICD~ o3!g! NTS. ~"':T"" ~ \ ~ I ~ 0 "- on CQ~oco ~ <D ~ E ulCO~ ~ B B ~ I 35.005 > 9,349 OJ 22.177 _ 2,016 e 474 1,280 '" 24 60 "0 150 '" u. 37,045 23,517 9,973 ~LO LO o~~l!ll . N ccCC?.8co <Xl '" .~ 6 ., N ... a> ~~ N N I ",;;;.:;j81~ ., ., <( ~ FIGURE 3 WOOLBRIGHT GRILL FUTURE (2003) DAILY TRAFFIC CONDITIONS ~0U.~ ... 0 wwo- 0 u' U ........u.~ ........u.~ C; ........u.~ M ",0 ~ ffi~o- ffifrlo- ffifrlo- 0 w'" u., ~ 0 0 a.a. U u' U u., ~ ",0 ~ ",0 ~ w'" ",0 ~ '" a.a. U w'" w'" 0 U a.a. U a.a. U ...J '" '" '" M;;Iu a> 0 U 0 0 8....u: '" ...J ...J III 0 N~~ "". ...J M...JU ;;; M...JU ,",...JU 0<(- ... :ll O....u. '" 0<(- ... 0<(- '" .... NOU. "" Z O....u. '"'- O....u. .... Z '" ....~ NOU. '" NOU. ....'" Z 0 ....~ Z ....~ 0 Ua. 0 .... ;:: 0 ;:: ~Ci: 0 .... .... 0 ;:: ....'" ....'" 0 ;:: 0.... 0 Ua. z 0 ....'" Z '" w- 0 Ua. Ua. 0 z w- z a. ,'" U ,'" ~a:: U 0 0.... 0 M",r U '" U 0.... U 0.... U gCl~ '" u: '" u: a> U a. U '" u: M",r u. a. u: a. ~ N~O '" ~ M",r M",r <('" u. gCl~ a> gCl~ a> ~ oCl.... '" lIlCl ~ NGO .... "' 0",;: ~ .... NOD o"'u .... <('" Z .... NUO z OLli- '"' 0 <('" <('" 0 o u. '" Z lIlCl ;:: lIlCl Z lIlCl ;:: Na.U. '"'. 0 0 ;:: o"'U '" U o"'U ;:: o"'U U ~ OLli- w ... w U o u. '" OLli- U OLli- a> .... ~ '" o u. "' '" '" W Nc..~ " W o U. 0 No..~ Na.U. "'. 0 '" '" w ::;; :jO '" ...J'" '" j5 ~ ...J'" ::;; a. .... -'" =Lli .... -'" .... =Lli ~ PiLli w ~ Pia. w ~ oPiLli ::;; "'a. ::;; w Cl, 0 III "'....a. Cl)l-ci ::;; _....a. ::;; a. - u. w t= ~""u. Wr . WrOl t= wIci ~ WrO gJp~ ...JCl'" '" III ...JClO '" ...JClOl ...J Cl . 0 lIl-Ol 0 ;: lIl-r III III COC2O:: '" <("'0 <(~~ 0 W aJo:O 0 ;: ...J U "'- I-~I <(lIlr <(lIlOl U): c.. 0 ....iSLli U)= 0.. .......J .......JO OPe:( U): a.. 0'" '" Opq;: 0 0'" OP<( 0 Or OLli ...J U '" Oa. '" oLli '" 0", u.", '" ...J U '" ...J. u '" Ow ;:a. ;:u:. ;:a. ;:Lli "z u. -z u.", '" 0 u.", '" -z '" a. S 0 Ow 0 u.", '" "z -z Ow '" ow -z Lli S 0 "z Lli "z 0 " '" S S '" '" Lli '" Lli w '" '" '" '" '" ~ Lli " " Lli " w '" w '" '0 a. Lli w a. Lli ~ '" '" '" w ~ a. ~ ::;; ~ a. b a. 0 '0 ~ '0 0 '0 ::;; 0 a. '" w w 0 z w w z w 0 .... .... U b w 0 b U 0 b w w z 0 .... ~ 0 w ~ 0 .... , 0 '" u '" , '" u 0 w U 0 U w z '" ~ , 0 '" 0 , 0 a. 0 a. 0 u '" ...J ...J '" ;:: 0 a. a. <( ...J 0 0 u 0 0 '" '" '" ...J .... .... .... r r r ::;; Cl ::;; ~ Cl ::;; >- Cl 0 Na. ~ 0: Na. 0: Na. ~ 0: '" 0"" 0"" III 9"" III .... III 'N c~ ...J r C!:~ ...J c.. 0 ...J 0 ""' 8 ""' 0 ::;; Cl ""' 0 <( ,'"' <( 1( ,'"' <( ,'"' ,;, - 0 0 Na. 0: 0 ,;, -. 0 ,;, - 0 ;: 0:B '" ;: 0:B '" ;: 9"" ~ III 0:B '" c~ ...J ""' <( 0 ,'"' 0 ,;, -- 0 0:B '" ;: Intersection Analvsis Capacity analysis using a spreadsheet based on the 1985 Highway Capacity Manual Critical Movement Analysis, was perfonned at the signalized intersections at each end of the failed link. The turning movement counts were obtained from the PBC Traffic Division and a new traffic count perfonned on December 6, 2000. Intersection analysis resulted in the following critical movements: INTERSECTION Woolbright Rd & 1-95 Woolbright Rd & Seacrest Blvd AM 1,041 1,194 PM 1,292 1,160 STATUS Under/Near Capacity UnderfUnder Capacity Since the above intersections meet the LOS standards, the project meets the Test One requirements. Appendix B contains the count data and capacity analysis worksheets. Test Two There are no Test Two impacted roadways within the project impact areas; therefore the project meets the Test Two Standards. Drivewav Analvsis The projects' has cross access through the Riverwalk Shopping Plaza site and adds minimal trips to the driveways. CONCLUSION This project meets the Palm Beach County Traffic Perfonnance Standards Ordinance, and may be approved. II APPENDIX A GROWTH RATE WORKSHEET c: :J 8 ;ft"$.;F. (/) ~qqa.od NNNOZ 0000- www""" (/)(/)(/)0.> ::l::l::lO<( IwO r--.t-OOOl,{)VNl,{) ~f-W NNoaO,.....Nt-...... NNNNNN,...:......ci o~~ ~ a: el Iw ,....r--O)O')t-l.O...rNl,{) ~f- NN,.....N......t-N,........... NN.....,...:NN,...:,...:ci o~ ' " ..... a: el w 1.0 I.OCO..... NO) "'.... ::;: 00<00')00') "'~ ::l OOCO,.....OO1.O N<Xl ..J Lf'i 1.0- -r-- ari ai...... T"'"-a:i 0 C"1C"1...............N ~ > (/) a: l,{)l,{)l,{)l.Ol.Ol.Ol.Ol.Ol.O Z <( 000000000 0 W 000000000 ..Jf:: >- 000000000 :!::i NNNNNNNNN a:::l elU f-..J I<( W 000)0')"""0) "'<Xl elU ::;: ("')("')N....."3"O "'.... -W ::J ,.....,.....LO"i:T......m 0.... a:f- ..J ('..iN-NC!).~ai a5 <<i ~~ 0 ("')('I')...........N..-- '" OI > c: ~~ a: l.OlOl.C)l.C)l.C)l.OI.OI.OLO <( r--:,....:,....:r---:,....:,....:,....:,....:,....: w mmCl)O)O)O)O)CJ)cn 0 >- O'lcnOlO'>O'lmcncnm a: ............................................... el z --QJUQ.)-C-U"O 0 C(/)Ol> > 0;: 1.0 a:: > WQ)"C-c::( ..... - f:: U')O.;::CO EwEaJ <( 0> roCC~"E C)(I) 0lJ:: U ,Q) U M -- .- III ::U)~roN..a:;.o::J 0 0- ~WOC::OCI) ..J o 0 0 QJ WWUc:(J)3:-3:'" b -0"'" ~ .... o ......... 0..... ._ ..... 0 <oOs.Zol50Q) 3: o. ZOZel _ en re 0 - '0 8'0..... ~2z .....U) 'ONe b (/) 0 ~ ~ N b 0 ~ ~ a. 00000 0::0::0:::>> f-f-f-....l..J~~ II::r:CIllD ::;: >- elelelf-f-II NO. ~ 0:: (2 oc(f.l CI)....l...J 0..,. cccocoWW<(C2 c; ...J...J...Jc::oco:: :J~ 0 ooouuww ....,'" <( 000<(<(00<(<( .;,. 0 3:3:3:WWWW~~ o~ a: U)U)U.LL<(<( APPENDIX B CAPACITY ANALYSIS WORKSHEETS TRAFFIC COUNT DATA . - j .. .. ~ . f f PALM BEACH COUNTY TRAFFIC ENGINEERING VOLUME REPORT Volume Report with 24 Hour Totals Page *****************************~*********************************************~. Data File D0207014.PRN Station 000000005303 Identification 000000000024 Interval Start date Feb 7, 00 Start time Stop date Feb 8, 00 Stop time city/Town RWR County Location WOOLBRIGHT RD 600' E OF 1-95 ****************************************************************************Al Feb 7/Feb 8 Eastbound Volume for Lane 1 15 minutes 11:00 11 :00 P.B. C?UNTY~ c; ------------------------------------------------------------------------------ End Time 15 30 45 00 Hr Total 00 35 26 15 11 87 01 17 14 11 13 55 35 02 15 9 5 6 03 10 8 5 4 27 04 8 10 19 15 14 25 34 ~67 05 93 135 252 308 78B 06 24B 277 321 " 322 1168 07 301 256 278 289 1124 08 294 268 291 250 1103 09 lOBS 10 257 268 299 261 3. r 3C 52 140 12C ------------------------------------------------------------------------------ End Time 15 30 45 00 329 341 307 289 12 293 284 277 323 13 14 307 308 343 331 15 350 322 309 367 16 333 323 340 334 17 314 300 307 234 18 224 167 163 180 19 141 130 134 120 20 143 103 107 86 21 22 - 88 73 64 67 c 337 307 326 297 . . ------------------------------------------------------------------------------ Hr Total 1266 1177 1267 1289 1348 1330 1155 734 525 439 292 2C 24 Hour Total 17892 AM peak hour begins: 11:30 AM peak volume: 1287 Peak hour factor: 0.9 . PM peak hour begins : 16 45 PM peak volume : 1363 Peak hour factor : 0 9 , ~***************************************************************************** Feb 7/Feb B Westbound Volume for Lane 2 . ------------------------------------------------------------------------------ .. End Time 15 30 45 00 , Hr Total 00 35 15 21 11 B2 01 21 14 15 11 61 02 12 15 7 7 41 03 11 15 9 8 43 04 13 12 20 27 72 05 41 47 72 88 24B 06 105 152 233 239 729 07 269 308 397 347 1321 OB 314 297 275 281 1167 09 271 269 288 269 1097 10 -302 312 267 304 1185 1 -3f~ 35C 29'= 2T 124: --------------------------------- ---------------------------------------------- I -------- End Time I 15 30 45 00 12 317 350 288 315 13 324 349 326 315 14 340 349 352 417 15 424 415 413 402 16 366 401 412 407 17 434 366 370 296 18 325 292 247 240 I Hr Total 1270 1314 1458 1654 1586 1466 1104 19 219 217 195 165 796 20 169 139 112 l1B 53B 21 136 104 122 100 462 71 68 75 62 276 22 ..,. ~. 4C 51 31 3c ------------------------------------------------------------------------------~ 15. i 24 Hour Total AM peak hour begins PM peak hour begins 19369 07:15 14:45 AM peak volume PM peak volume 1366 1669 Peak hour factor Peak hour factor o .8( o .9l J :I ~ . . 6 00 AN liS 0 100 0 161 89 0 0 0 143 2r2 0 840 8:1S J'l 97 0 102 0 174 80 0 0 0 146 224 0 82J MI~O~~~(~f-~~----------~-~---.---------.------~-~--------------------~-.---.--.------..--.~-~--------.------...-..... . ~ . ~ 4 ~ ~ ; . ~ II . iii site code ZAHN/R~R E-~ street: ~OOLBRIGHT RD N-S Street I-9S(~EST) UEATHER : CLEAR PALN BEACH COUNTY TRAFfIC Novelents by: Prilary PAGE 1 fILE 47SS0AUO DAlE 3/1J/ca -----------------------------------------------------------------------------------------------------------------------------.. Tilt Begin frol North RT THRU Ll Frol East Rl THRU LT Frol South RT THRU Ll frol ~est RT THRU Ll Vehicle Total ------------------------------------------------------------------------------------------------------------------------------ 7 30 7:4S HR TOTAL DAY TOIAL 107 123 230 DIRECTION fRON o o o III I1S 226 426 PEAK HR fACIOR 2 o 2 124 IS9 2B3 86 9S 181 o o o o o o o o o o PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:30 AN - B:30 AN 116 116 236 218 216 434 442 o 2 638 3S0 o o 525 870 PERCENTS Right Thru Left ----------------------------------------------------------------------------------------------- North East South Uest North East South Uest START PEAK HOUR 7:30 AN 7 30 AN 7 30 AN 730M 7:30 AN o 91 092 o 00 o 94 o 91 o 92 0.00 o 94 VOLUNES Right Thru Left 442 0 2 638 o 0 525 670 Entire Intersection 442 0 2 638 o 0 525 670 428 350 o o 428 350 o o Total 870 990 o 1395 870 990 o 1395 SI o o 38 51 o o 38 o 64 o 62 49 35 o o o 64 o 62 49 35 o o o o o 766 626 1592 o 3255 .- . -- - II LJ .. .. ,~ ,.. .111 4. . i"'l . .. 1 A ~ IlL" IIICB COUITT TIIIIIC sil. C.d. : III/ILl IIC! I-I Str..t' VOOLIIICIT II IlL! Ii I-S Slmt. I-lS(UST) r:. VUTIII : CLIU ""tI..t, b,. Iri..., D1T!~ ............--...--------------...--..-....---------------..----...-.--.--------....--.-.-.-.---------...-.------.--...--- Ti" Ir..I.rlb Ir.. !.,t Ir.. S.,tb Ir..I.,t y.hi,1 hli. IT TIIU LT IT TIIU LT IT TIIU LT IT TIIU LT Tot.1 --------------------------------------------------------------------.----.-.------------.---.-.---------------------------- 1'00 U 0 0 0 124 206 0 72 0 60 0 J06 14 162 1.15 0 0 0 106 210 0 16 0 55 0 321 10 1\6 ~-~~-e[-~~~~-_.____._<;)_.._____________..___._L~__________________..__~~.___..__..___.___..___~~______..___..... Ve~..ctp OH Tom 7:30 7:15 HI Tom 0!l!CTI0H 110" o o o o o o o o o o k 1m HI F1CTOI 103 106 209 III 110 H! o o o II 51 101 o o o o I!II I!IIOI IIILTSIS 101 TB! 1!II01: 7:30 18 - 1.30 18 10 51 11 201 0. 277 ow o 62\ 14 101 202 731 1\9 1\90 o STIlt IIH BOUI m 115 o 219 o .Ill! m lJI\ . . YOLUm.... .. li/bt Tbr" L.ft T.t.l ---------------------------------------------------------------------------------------------.- .... IIIcms . li/bt Tbr. L.ft Hartb I"t Sootb Bell Hartb !all Sooth V'll 12,00 I" 7:30U 7:30 U 7'30 I" 1.30 I~ o 00 0.93 0.86 0.90 0.00 0.93 o 86 090 0 0 0 0 m 715 0 1221 219 0 206 III 0 1259 m l635 !,tir. ],t.r...ti., 0 0 0 0 m 715 0 1224 219 0 206 455 0 1259 m 1635 o 16 55 o o II o 77 o o 45 23 o 16 55 o o 64 o 77 o o 45 23 - .. . "I] .. ',- .. - ~-_.--- PALl IIAel eOOITT TIAPPle pm. 1 PILI. 41\\Oi I Sit, Cod, : I A II/Ill I-I Str"t: 100LIIICIT II I-S Str"t: I-IS (liST) IEATIII : eLIAl I.".,.tl b,' Pri'Ir, DIT!. Jill! ......-----------..---------------...---.------..--...----------------....-----------..---------------------.------------.- - Tilt Pr.. lortb Pr.. hIt Pr.. Soatb Pr.. lut Ttbi d. hli. IT TIlU LT IT TIlU LT IT TIlU LT IT TIlO LT Tot.1 ---------------------------------------------------------------------------------------------------------------.------------ - UO 101 0 " 0 leI 11 0 0 0 51 212 0 902 1.1\ 101 0 101 0 120 II 0 0 0 51 2\2 0 9l\ Bl Tom 210 0 20\ 0 12\ I\! 0 0 0 III \11 0 1121 DAY Tom l6\ 0 J9l 0 120\ 290 0 0 0 210 911 0 lUI PIAl PIIIOO ARILISIS POI TBE PEIIOO' LlO PI - \:10 PI OmeTIO! sun pm Bl . . YOLUIES ., mems .. I /lO1 PUI BOUI PACTOI Rilbt Tbru L.ft T.tal lilbt Tbn L,ft ----------------------------------------------------------------------------------------------- C Hortb 1'10 PI 0.90 36\ 0 J9l 7Il II 0 \2 hIt 1,10 PI o II 0 IlO\ m 119\ 0 81 19 S.utb UO PH 0.00 0 0 0 0 0 0 0 lut 1:10 PI 0.91 210 981 0 1191 18 82 0 Butir. I.t.rl.,tiou I ~ lortb 1.10 PI 0.90 11\ 0 J9l 159 II 0 \2 ElIt o 9l 0 120\ 290 Il9I 0 81 19 I Soutb 0.00 0 0 0 0 0 0 0 JI lut 0.91 210 911 0 l191 18 12 0 . . . .. . . I . . ] ~ .. A .. .. A .. J j . .... .. . .. w site code RVA/HLP E-W Street WOOLBRIGHT RD N-5 Street: I-95(EAST) WEA THER CLEAR PALK BEACH COUNTY TRAFFIC Kovelents by Prillry PAGE I FILE 47550r DATE 3/13/' ...-------------------------------------------------------------------------------------------------------------------------- Tiu Begin Frol North RT THRU LT ------------------------------------------------------------------------------------------------------------.-----------.--- 4:30 4 45 HR TOTAL 000 000 o 0 0 Frol Elst RI IHRU LT Frol South RI THRU LT Frol West RI THRU LT o .m 127 o 261 lIS o 469 W Vehicle Tolal 961 1001 1962 S:OO PK 0 0 0 126 2S2 0 74 0 100 0 236 112 902 S: IS 0 0 0 156 24S 0 79 0 116 0 m 146 996 ~~~c:~~______(::?_____.._____________(1_________._________--~---------------------------!~------------..--..... Ueh,v~f'5 DAY TOTAL 0 0 0 571 1057 0 303 0 4st" 0 977 502 3860 DIRECTION SIARI FROK PEAK HOUR 147 286 0 140 272 0 287 S60 0 65 0 106 85 0 128 ISO 0 234 PERCENTS Right Thru Left ----------------------------------------------------------------------------------------------- North East South West 12:00 AK 4 30 PK 4 30 PK 4 30 PH NOlth East South West 4 30 PK PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:30 PK - S:30 PK PEAK HR FACTOR VOLUKES Right Thru Left Total o DO o 94 0.88 o 92 0 0 0 0 571 1057 0 1628 303 0 450 753 0 977 502 1479 Entire Intersection 0 0 0 0 571 1057 0 1628 303 0 450 7S3 0 977 502 1479 o 00 o 94 0.88 092 o D 0 35 65 0 40 0 60 o 66 34 o 0 0 35 65 0 40 0 60 o 66 34 '--- - . . IU .. ~ .. fI . . ~ ~ 11 .. .< ..; . . . " " TRAFFIC DIVISION - PROJECT SHEET NATURE OF REQUEST DATE' 5- /3-00 RCVD BY FROM NAME ATlAS PG ADDRESS. DIST: PHONE (H)# PHO~NE (W)# ASSIGNED TO. iN III J.lf DESIRED ACTION: SIGNAL STUDY APPROACH VOL. PK HR TURN COUNTS ( ) MO CD PED STUDY GEOMETRICS L LT T TR R NA ----- SA L___L EA _ _ A.... _ -L WAL_A__ TRAFFIC SIGNAL? ~eS ACTION TAKEN: DATE RESPONSE MADE TO' BY LETTER MEMO SIGNAL PLAN WORK ORDER PRINTS ISOLATED RETIMING SYSTEM RETIMING SPEED LIMIT BY PHONE FIELD CHECK SKETCH STRIPING PLAN DETOUR PLAN GEOMETRIC PLAN SPEED STL. DELA Y STt- PHOTOS VIDEO FILE CHEC, OTHER WARRANTS 2 IOOLlIlGIT 10lD I SUClIST 10l1LlYlID ICmol BUO. nauD! cnmtD IT. LlIU PlLOlIIO Tr.ffic 'ur,ey 'p.cl.I!lt.. l.c. '21 Glr~..il T.rrle. Delr.y lelcb. 'lorl~1 11111 (Sill m.m5 '11 15611 27l-l1ll ALL mIens Sile Code 000001'1 'tlrt Dlte. 11/0'/00 'ile!.D. IOOL.SIle "ge 1 'UClIST IUD 'r.. Iortb ______4_____.________....__.._____._________..... .............................._.... ...... .............................. IOOWIGIT 10lD pr.. hll lUCUST ILVD 'r.. s.ota IOOLlmlT lOAD 'rOl lut ligbt T1In Lift ligbt T1In Lelt ligbt 11In Lelt ligb! T1In Lelt T.ul g,t. 12/0"0' .. ...... .....-... ... .. ... ... ....... ......_......... ..... ... ...... ............ .._..... Itlt 100r lall,lil I, latire l.terleeelo. lor tbe 'eriod: 07 00 to 12 10 01 11/0'/00 "iii lIut 07:30 07:30 '7:10 07.30 '01_ m m III )1 570 14 n Jl) 17l m m 114 "rettt 17t '5t III II lIt III 111 101 411 111 551 lit n toul 171 US 771 11)7 11""t 01:00 17 10 07 IS 07 45 ,.h. 41 141 )l 'W 11 I' 11 II III 15) 2' Ii toul 11l 110 117 1OO 111" .17 .n .15 SBACRBST BLVD o 129 508 141 124 313 31 ------ ------ ------ ------ ------ 1IOOLBRIGJrr ROAD 372 570 1,071 1:29 1:24 124 623 623 390 390 0 0 o 129 508 141 468 778 l 1 2,208 'j J I 1,246 llLL VBHICLBS 1,548 Interaection Total 3,384 I r 1=' l L ~ 0 0 31 31 570 570 94. 94 1.41 853 623 89 94 508 390 992 SBACRBST BLVD IOOLIIIGIT 10lD I SIIClIS1 IODL"AlP IOmoI me., nOllDl COmtD If l.OU lIL01l11O Tr.ffic Surrey Speci.llltl, llc. '21 G.rdelll Terrlce Dtlr.y lelch, rlorid. 11111 1m! m.1215 ru 1m! 21HlIl ALL nucus Site Code 000001'2 Stlrt Dlte. 12/01/00 rile !.D. IOOLSIlC 'Ige 4 ........................ ........ ........... ..................... ....................... ........... ........ ................ aUClIST am Frat Iortb IOOLlBlGIT 10lD FrOl 1m menu lL VD rrOl So.tb IIOOLlmlT 10lD rrOl lut light TIIn Left Ught Thn Left light TIIn Lelt ligbt TIIn Left DAt. 12/0'/00 .. -.-.... . . ........_..... . _............. Ptak 10lr lallYli, Iy lotlre llterlectioo ror th. Period. II 10 to 11:00 01 11/01/00 PHlltm 11:11 l' II 11:15 II IS '01.. IOl 117 III 101 m III II 1I7 III mill 111 Puent lit III 1II It III II It lit III III 5Jl 121 Pk tot.l I1l 11]7 lOll IIIl II~nt 11 45 11 1\ 11:00 II 15 Yol.. 21 12 ]I a 211 21 21 III III 101 III II Ii toul 121 101 1Il III PIl lJ If 12 12 Tml SBACRBST BLVD o. 102 2.7 12. 1.2 487 108 ------ ------ ------ ------ ------ 1,983 I r f' t L 0 0 108 108 922 92:2 107 107 12. 846 629 93 o 102 247 124 737 473 1,210 1IOOLBRIGHT ROAD 486 l 922 1,510 102 142 142 1 2,697 629 'j 629 416 J 416 I 0 ALL VBHICLBS Intersection Total 3,863 o 107 247 416 770 SBACRBST BLVD 12/eg/2eee eg:38 561-272-4381 MCNALLY PAGE e5 / I \..~ ..."11 111< ~:> yll <<J W~ CI),o I I I ~Ill~ I I Tli i NORnt WO<<.e"l~ ~O AO ~ ~ - - - - < ~ - - J .t - - ~ ~ ) --~ - - :) I LIL I I I ),i,Y BOYH~ BeACH, FLoRIDA 11.-~- 2.000 DRA""'I-l e'/: /<~III^-, M' fJAl..I.Y T..-c SUMp '" 1:' - lit o.ra. T--. Oehf a.n. R. 3:MM "'- (111) .,.... J-ND Nb /JZFr IS UA/OEK. C0US7/Z<JCll()(j WOOLBRIGHT GRILL INTERSECTION TURNING MOVEMENT SUMMARY SEAS. ADJ. FACTOR: 1.02 INTERSECTION: WOOLBRIGHT RD & SEACREST GROWTH RATE: 2.14 AM. PEAK PERIOD PEAK-SEASON TRAFFIC CONDITIONS PROJECTED YEAR: 2003 GR= (2.27+2.27+2+2)/4 2000 2003 RAW 2000 2000 2003 BACKGROUND 2003 TM TRAFFIC ADJUST APPR BACKGR PROJECT TRAFFIC TOTAL VOLS VOLS VOLS GROWTH TRAFFIC VOLUMES VOLUMES SB- RT 1 129 132 9 0 140 140 -TH 2 508 518 794 34 0 552 552 -LT 3 141 144 9 0 153 153 WB-RT 4 31 32 2 0 34 34 .TH 5 570 581 709 38 0 619 619 . LT 6 94 96 6 0 102 102 NB-RT 7 89 91 6 0 97 97 -TH 8 313 319 789 21 0 340 340 - LT 9 372 379 25 0 404 404 EB - RT 10 390 398 26 0 424 424 - TH 11 623 635 1160 42 0 677 677 - LT 12 124 126 8 0 135 135 INTERSECTION TURNING MOVEMENT SUMMARY SEAS. ADJ. FACTOR: 102 INTERSECTION: WOOLBRIGHT RD & SEACREST GROWTH RATE. 2.14 P.M. PEAK PERIOD PEAK.SEASON TRAFFIC CONDITIONS PROJECTED YEAR: 2003 GR= (2.27+2.27+2+2)/4 2000 2003 RAW 2000 2000 2003 BACKGROUND 2003 TM TRAFFIC ADJUST APPR BACKGR PROJECT TRAFFIC TOTAL VOLS VOLS VOLS GROWTH TRAFFIC VOLUMES VOLUMES SB- RT 1 102 104 7 0 111 111 .TH 2 247 252 482 16 0 268 268 - LT 3 124 126 8 1 135 136 WB.RT 4 108 110 7 0 117 118 -TH 5 922 940 1160 62 1 1002 1003 - LT 6 107 109 7 0 116 117 NB- RT 7 93 95 6 1 101 102 -TH 8 487 497 1087 33 0 529 529 - LT 9 486 496 32 0 528 528 EB - RT 10 416 424 28 0 452 452 -TH 11 629 642 1211 42 1 684 685 - LT 12 142 145 9 0 154 154 "J!" ,"00 i Florida Department ofTranspor1ation Transpor1ation Statistics Office . ;AL BEACH 195 2000 Peak Season Factor Category Report MOCF - 0.96 Category: 9395 .ww D.a.lt.I s.E fSC[ I 01/01/2000.01/01/2000 0.98 1.02 2 01/02/2000 . 01/08/2000 0.99 1.03 3 01/09/2000 . 01/1 5/2000 1.00 1.04 4 01/16/2000.01/22/2000 1.00 1.04 S 01/23/2000.01/29/2000 0.99 1.03 . 6 01/30/2000 . 02/05/2000 0.97 1.01 . 7 02/06/2000 . 02/1 2/2000 0.96 1.00 . 8 02/13/2000.02/1 9/2000 0.9S 0.99 . 9 02/20/2000 . 02/26/2000 0.9S 0.99 . 10 02/27/2000. 03/04/2000 0.9S 0.99 . II 03/05/2000 . 03/1 112000 0.94 0.98 . 12 03/12/2000 . 03/18/2000 0.94 0.98 . 13 03/1 9/2000 . 03/25/2000 0.9S 0.99 . 14 03/26/2000 . 04/01/2000 0.96 1.00 . IS 04/02/2000 . 04/08/2000 0.97 1.01 . 16 04/09/2000 . 04/1 5/2000 0.98 1.02 . 17 04/16/2000 . 04/22/2000 0.98 1.02 . 18 04/23/2000. 04/29/2000 0.99 1.03 19 04/30/2000 . 05/06/2000 1.00 1.04 20 05/07/2000.05/13/2000 1.00 1.04 21 05/14/2000. OS/20/2000 1.01 1.05 22 OS/21/2000. OS/27/2000 1.01 1.0S 23 OS/28/2000 . 06/03/2000 1.02 1.06 24 06/04/2000 . 06/10/2000 1.02 1.06 25 06/11/2000.06/1 7/2000 1.03 1.07 26 06/18/2000.06/24/2000 1.03 1.07 27 06/25/2000. 07/01/2000 1.03 1.07 28 07/02/2000.07/08/2000 1.03 1.07 29 07/09/2000.07/15/2000 1.03 1.07 30 07/16/2000.07/22/2000 1.03 1.07 31 07/23/2000.07/29/2000 1.02 1.06 32 07/30/2000.08105/2000 1.02 1.06 33 08/06/2000 . 08/12/2000 1.01 1.0S 34 08/13/2000 . 28/19/2000 1.01 1.0S 35 08/20/2000 . 08/26/2000 1.02 1.06 36 08/27/2000.09/02/2000 1.04 1.08 37 09/03/2000 . 09/09/2000 1.0S 1.09 38 09/10/2000. 09/16/2000 1.07 1.11 39 09/17/2000.09/23/2000 1.06 1.10 40 09/24/2000 . 09/30/2000 1.05 1.09 41 10/01/2000. 10/07/2000 1.04 1.08 42 10/08/2000 . 10/14/2000 1.03 1.07 43 10/15/2000 . 10/21/2000 1.01 1.05 44 10/22/2000 . 10/28/2000 1.01 1.05 45 10/29/2000 . 11/04/2000 1.00 1.04 46 II/OS/2000 . 11/1 1/2000 1.00 1.04 47 11/12/2000. 11/1 8/2000 0.99 1.03 48 11/19/2000.11/25/2000 0.99 1.03 49 11/26/2000 . 12/02/2000 0.98 1.02 SO 12/03/2000 . 12/09/2000 0.98 1.02 , SI 12/10/2000. 12/16/2000 0.98 1.02 S2 12/17/2000 - 12/23/2000 0.99 1.03 S3 12/2412000 . 12/30/2000 1.00 1.04 54 1213112000.12/31/2000 1.00 1.04 ~t ~:-:.~' i~:-1:~ln..\. .;:, Page 4 '. w( ....J. ',' 4 , _ h. "- r';'\:1~ ~ ! . '.~r, :~/,':....J4~ '..:. .1.:.~\;L:;! '::;~~{J~0,i;';~:t' '-.;' ,';'..,\t. SEAS. ADJ. FACTOR: 1000 INTERSECTION TURNING MOVEMENT SUMMARY GROWTH RATE: 3.74 INTERSECTI0r WOOLBRIGHT & 1-95 PROJECTED YEAR: 2003 A.M. PEAK PERIOD PEAK-SEASON TRAFFIC CONDITIONS GR: (5.2+2.27)/2 2000 2003 RAW 2000 2000 2003 BACKGROUND 2003 TM TRAFFIC ADJUST APPR BACKGR PROJECT TRAFFIC TOTAL VOLS VOLS VOLS GROWTH TRAFFIC VOLUMES VOLUME SB-RT 1 442 442 51 0 493 493 -TH 2 0 0 870 0 0 0 0 - LT 3 428 428 50 0 478 478 WB-RT 4 439 439 51 0 490 490 -TH 5 435 435 1224 51 0 486 486 - LT 6 350 350 41 0 391 391 NB-RT 7 249 249 29 0 278 278 -TH 8 0 0 455 0 0 0 0 - LT 9 206 206 24 0 230 230 EB - RT 10 525 525 61 0 586 586 -TH 11 831 831 1732 97 0 928 928 - LT 12 376 376 44 0 420 420 SEAS. ADJ. FACTOR: 1 INTERSECTION TURNING MOVEMENT SUMMARY GROWTH RATE: 3.74 INTERSECTION: WOOLBRIGHT & 1-95 PROJECTED YEAR: 2003 P.M. PEAK PERIOD PEAK-SEASON TRAFFIC CONDITIONS GR: (5.2+2.27)/2 2000 2003 RAW 2000 2000 2003 BACKGROUND 2003 TM TRAFFIC ADJUST APPR BACKGR PROJECT TRAFFIC TOTAL VOLS VOLS VOLS GROWTH TRAFFIC VOLUMES VOLUMES SB-RT 1 365 365 42 0 407 407 -TH 2 0 0 759 0 0 0 0 -LT 3 394 394 46 0 440 440 WB-RT 4 571 571 66 0 637 638 -TH 5 767 767 1628 89 0 856 857 -LT 6 290 290 34 0 324 324 NB-RT 7 303 303 35 0 338 339 -TH 8 0 0 753 0 0 0 0 - LT 9 450 450 52 0 502 502 EB - RT 10 210 210 24 0 234 234 -TH 11 583 583 1295 68 1 651 651 - LT 12 502 502 58 0 560 560 YVONNE ZIEL TRAFFIC CONSULTANTS, INC. CRITICAL MOVEMENT ANALYSIS INTERSECTION: ANALYSIS PERIOD: WOOLBRIGHT RD & SEACREST PROJECTED TRAFFIC AM PEAK YZ 06105102 ANALYST OATE: IMPROVEMENTS: A LANE HRL Y LANE GEOM VOL DIST SB RT 0 141 0 THRU: 2 553 342 LEFT 1 154 154 WB RT 0 34 0 THRU' 2 620 322 LEFT 1 103 103 NB RT 0 97 0 THRU: 2 341 214 LEFT 2 405 203 EB RT 0 424 0 THRU: 2 678 546 LEFT 1 135 135 SB TOTAL. 8481 1 34 1 1 I 1 1 1 I 1 1 1 620 <. WB TOTAL 757 <.1 1 I. > 1 I V I I 103 1 - 141 553 154 1 I V ____I L-____ EB TOTAL 1237 ---- 1 1 1 135 1 I 678 1 1 424 1 ----- 405 341 97 A A <.1 1 I /.> 1 1 -> -I V NB TOTAL 843 EB.L T= 135 NB LT' 203 WB TH= 322 SBTH, 342 OR OR WB RT= 0 SBRT 0 TOT= 457 TOT= 545 WB L T= 103 SBlT= 154 EB TH= 546 NBTH' 214 OR OR EB RT= 0 NB RT 0 TOT= 649 TOT= 368 E.W CRITICAL + N.S CRITICAL = 649 545 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL o TO 1,200 1,201 TO 1 400 > 1400 UNDER NEAR OVER STATUS? 1194 UNDER CAPACITY RIGHT TURN CHECK CRITICAL VOL LEFT RTOR RIGHT'. SB OK NA 10 0 WB OK NA 10 0 NB OK NA 10 0 EB OK NA 10 0 ..RIGHTS LESS LEFT LESS RTOR YVONNE ZIEL TRAFFIC CONSULTANTS. INC. CRITICAL MOVEMENT ANALYSIS INTERSECTION: ANALYSIS PERIOO: WOOLBRIGHT RO & SEACREST PROJECTEO TRAFFIC PM PEAK YZ 06105102 o ANALYST OATE. IMPROVEMENTS: LANE HRL Y LANE GEOM VOL DIST SB RT 0 111 0 THRU: 2 268 185 LEFT 1 136 136 WB RT 0 118 0 THRU: 2 1003 556 LEFT 1 117 117 NB RT 0 102 0 THRU: 2 529 311 LEFT 2 528 265 EB RT 0 452 0 THRU: 2 685 564 LEFT 1 154 154 A SB TOTAL. 515 I 1 118 I 1 I I 1 1 I I 1 I 1003 <- WB TOTAL 1237 <.1 I I. > 1 1 V I 1 117 I - 111 268 136 1 I V ____I '----- ---- I I A I -I 154 I I EB TOTAL -> 685 I 1291 1 - I 452 1 V EB.L T= 154 NB L T= 265 WB TH= 556 SB TH= 185 OR OR WB RT= 0 SB RT= 0 TOT= 710 TOT= 450 WB LT= 117 SB L T= 136 EB TH= 564 NB TH= 311 OR OR EB RT= 0 NB RT= 0 TOT= 681 TOT= 447 E.W CRITICAL + N.S CRITICAL = 710 450 ----- 528 529 102 A <.1 I.> 1 I I --I NB TOTAL 1159 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL OTO 1.200 1.201 TO 1.400 > 1 400 UNDER NEAR OVER STATUS? 1160 UNOER CAPACITY RIGHT TURN CHECK CRITICAL VOL LEFT RTOR RIGHT.. 58 OK NA 10 0 WB OK NA 10 0 NB OK NA 10 0 EB OK NA 10 0 ..RIGHTS LESS LEFT LESS RTOR YVONNE Z1EL TRAFFIC CONSULTANTS. INC. CRITICAL MOVEMENT ANALYSIS INTERSECTION: ANALYSIS PERIOD: WOOLBRIGHT & 1-95 PROJECTED TRAFFIC - AM PEAK YZ 06105102 ANALYST: DATE: IMPROVEMENTS: lANE HRLY lANE GEOM VOL 015T 5B RT 1 493 493 THRU: 0 0 0 LEFT 2 478 239 we RT 1 490 490 THRU: 2 486 243 LEFT 1 391 391 NB RT 1 276 276 THRU: 0 0 0 LEFT 2 230 115 EB RT 1 566 566 THRU: 2 926 4" LEFT 1 420 420 2003 . 5B TOTAL 971 I I 490 "- I I I I I I I I I 1 466 ~- WB TOTAL 1366 <.1 I I.> I I v I I 391 1.- 493 0 <76 1 I V ____I L-- ____ ---- 1-230--0 I 276 I I . I I ~I I.> -I 420 I I I I 1 I I 1 E"S TOTAL -> 926 I I 1,934 I 1 NB TOTAL -I 586 I I 508 V MAXIMUM WB.LT= 391 NB IT"= 31 SUM OF CRITICAL CAPACITY WB TH= 243 58 TH= 0 VOLUMES LEVEl CRITICAl= 391 TOT= 31 o TO 1,200 UNDER EB IT= 420 58 l T"= 155 1,201 TO 1,400 NEAR EB TH= 4" NB TH= 0 > 1,400 OVER TOT= 464 TOT= 155 E+W CRITICAL + N+S CRITICAL = STATUS? 655 166 1,041 UNDER CAPACITY . REDUCTION BY 84 VEH/HR BASED ON 3 VEH/CYClE WHICH USE THE 6 SEC OVERLAP PHASE YVONNE Z1EL TRAFFIC CONSULTANTS. INC. CRITICAL MOVEMENT ANALYSIS INTERSECTION: ANAL YSI$ PERIOD: WOOLBRIGHT & J.95 PROJECTED TRAFFIC. PM PEAK YZ 08105102 ANALYST OATE: IMPROVEMENTS: LANE HRLY lANE GEOM VOL DIST sa RT. 1 407 407 THRU: 0 0 0 LEFT 2 440 220 we RT 1 838 838 THRU: 2 857 428 LEFT 1 324 324 NB RT 1 FF 0 THRv: 0 0 0 LEFT 2 502 251 EB RT 1 234 234 THRU: 2 851 328 LEFT 1 580 580 2003 5B TOTAL 848 I I 838 I- I 1 I I 1 I I I I I 857 ~ we TOTAL 1,818 ~I I I.> I I v I I 324 1- 407 o 440 I I V ____I L- ---- ---- -I 580 EB TOTAL -> 851 1,446 -I 234 v WB-LT= 324 NB L P= 187 WB TH: 428 58 TH= 0 CRITlCAL= 428 TOT= 187 EB LT= 580 SB L T"= 138 EB TH= 328 NB TH= 0 TOT= 580 TOT= 138 E+W CRITICAL + N+S CRITICAL = 989 303 I - 502 ------0 FF I I <.1 1-> I I I I I I I I NB TOTAL I 502 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL o TO 1,200 1,201 TO 1,400 > 1,400 UNDER NEAR OVER STATUS? 1,292 NEAR CAPACITY .. REDUCTION BY 84 VEHlHR BASED ON 3 VEHlCYClE WHICH USE THE 6 SEe OVERLAP PHASE