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TRAFFIC STUDY 8/29/1995 HYPOLUXO AND LAWRENCE TRAFFIC STUDY PALM BEACH COUNTY, FLORIDA Prepared for : DeSanti and Associates, Inc. Carnahan-Proctor & Associates 6191 West Atlantic Boulevard Margate, Florida 33063 (305) 972-3959 FAX (305) 972-4178 August 29, 1995 HYPOLUXO AND LAWRENCE TRAFFIC STUDY PALM BEACH COUNTY, FLORIDA /-) ---. /.//. (/t / //) 7'U;(,~y;y: ~'- '7 - i2 -'--15" Kenneth J. Cox, P.E. Florida Registration No. 46572 Carnahan-Proctor & Associates 6191 West Atlantic Boulevard Margate, Florida 33063 (305) 972-3959 FAX (305) 972-4178 August 29, 1995 HYPOLUXO AND LAWRENCE TRAFFIC STUDY PALM BEACH COUNTY, FLORIDA Prepared for : DeSanti and Associates, Inc. Carnahan-Proctor & Associates 6191 West Atlantic Boulevard Margate, Florida 33063 (305) 972-3959 FAX (305) 972-4178 August 29, 1995 " . HYPOLUXO AND LAWRENCE TRAFFIC STUDY PALM BEACH COUNTY, FLORIDA ;) ~((1 /./ / r f. / . ~~<<-~f;JcY ~' a /',') ;-4'- /-4--,j Kenneth J. Cox, P.E. Florida Registration No. 46572 Carnahan-Proctor & Associates 6191 West Atlantic Boulevard Margate, Florida 33063 (305) 972-3959 FAX (305) 972-4178 August 29, 1995 TABLE OF CONTENTS Page INTRODUCTION 1 STUDY OBJECTIVE 1 TRANSPORTATION ANALYSIS Project Trip Generation Study Area Existing Conditions Future Roadway Improvements Project Access Background Traffic Project Traffic Distribution & Assignment Future Traffic Level of Service Analysis Test 1 - LinklBuildout Test Alternative Test 1 Test 2 - Model test 3 3 3 5 5 5 5 10 10 10 14 14 16 CONCLUSIONS & RECOMMENDATIONS 17 INTRODUCTION DeSanti & Associates retained Carnahan-Proctor & Associates to evaluate the traffic impact associated with the proposed Lawrence and Hypoluxo Commercial Center. The subject parcel is approximately 8.3 acres and is located in the southeast comer of Lawrence Road and Hypoluxo Road intersection. Figure 1 displays the general location of the project. The site was the location of the Living Color Nursery Retail and wholesale garden center until December of 1989. The proposed site modifications consist of the followings: . 18,000 S.F. of general retail . 3,600 S.F. of bank with drive-through . 7,200 S.F. of fast food restaurant with drive-through Site access will be provided via Hypoluxo Road and Lawrence Road. STUDY OBJECTIVE This traffic impact study will be prepared in accordance with Section 7.9 (Traffic Performance Standards) which amends the previously adopted 1990 Countywide Traffic Performance Standards Code (Ordinance 90-40). The Standards require a proposed development to meet two "tests" with regard to traffic. Test 1, Link Buildout Test, requires that total traffic on any link within the project's radius of Development Influence that would result in an average annual daily traffic volume that is less than the adopted threshold level of service during the buildout period of the project. Test 2, Model Test, requires that total traffic on any link within the project's Model Radius of Development Influence would result in an average annual daily traffic volume that is less than the adopted threshold level of service, as determined by the FSUTMS model. 1 TRANSPORTA TION ANALYSIS Project Trip Generation The traffic to be generated by the proposed development is based on the rates presented in Table 10.8-1 of Article 10 in Palm Beach County Land Development Codes for daily trips and I.T.E. Trip Generation, 5th Edition for peak periods. General Commercial Retail (18,000 S.F.) Total Daily Trips = Ln(T) = 0.625 Ln (X) + 5.985 Total Daily Trips = 2420 tpd Less 44.70% Pass-By Trips = (1082) tpd Net Daily Trips = 1338 tpd Bank with Drive Through (3,600 S.F.) Total Daily Trips = 3,600 S.F. * 265.21 = 955 tpd 1000 S.F. Less 46% Pass-By Trips = (439) tpd Net Daily Trips = 516 tpd Fast Food Restaurant with Drive Through Total Daily Trips = 7,200 S.F. * 632.12 = 4,551 tpd 1000 S.F. Less 30% Pass-By Trips = 1,365 tpd Net Daily Trips = 3,186 tpd Subtotal = 1338+516 + 3,186 = 5040 tpd Internalization 5% Internalization = 252 Total Project Trips = 4788 tpd Study Area The study area is based on the radius of development influence for Test 1 & Test 2, which is outlined in Table 2A and Table 2B of the Traffic Performance Standards. Table 2A and Table 2B relate the maximum radius of development influence distance to the net trips generated by the site. For a net trip generation of 4,788 trips per day the radius of development influence is 2 mile for Test 1 and Test 2. Figure 2 displays the 2 mile radius of development influence. 3 .. --- ~ - ------ ~-----_.. - _____ CRESTHAVEN a:: !:: :~ loJ a: 0 \I) u. a:: 0 :;) x i UI z 0:\ a: loJ .--- \I) t.4ELALEUCA LANE UI '" - Q. Z a: :;) .... o c( o a: Cl o .., LANTANA ROAD \ PROJECT' LOCATION - uvonlll'110 0 c( \I) 0 a: < 0 - Cl a: 0 0 ., -' "- ~r_ ~\..'.JQ \ -- BOYNTON BOYNTON - .............. o -C o a: 3 - :]: a: w > c( :t: lOth L KE o c( o a: :w:: a: - :w:: ...J - c( a: .... >- a: c( .... ...J ~ '\ :~ 7 ~ c( a: .... >- a: c( .... - ...J ~ o c( o a: 1LI U Z .... i c( ~ GATEWAY BOYNTON AVE NORT 1 . 1 10' ~I -. i . I , I . WORTH ROAD I ~ ~i ..... . ~ MELALEUCA LAN~ -C Lth AV S. \ I , I . I . l ANT ANA \I) W \I) <.:) UI 0 a: Cl a: 5 U oAINER--BD- - BLVD / CANAL RD BE"CH WOOLBRIGHT LOCATION MAP ~ . ~1C~=1ES. 111:. SURVEYORS LAND DEVELOPMENT CONSULTANTS N:r S. PLANNERS 6191 ...+ A+lon+lo 8lvd. (30~)9T2-3959 (FAX) 9T2-~178 MarGo+e. FlorIda 33063 o 4( o Q: ) " '" ~ ROAD I . I , I . .ivPOLUXO 1 . I .....' c:'1 -. I . I . I ! I j I RO ) >- c( :s :J: <.:) :J: MlNER RD \ i ( ...J c( a: UI o W u. . I 1 . .....1 17'. ~I j RD I , I BLVD FIGURE / .... Existing Conditions Existing traffic counts for all the roadway links within the study area were obtained from the Palm Beach County Metropolitan Planning Organization for 1994-95. Figure 3 shows the latest available traffic counts for the study area. Existing lane geometry for the study area was also obtained from the Palm Beach County Metropolitan planning Organization and is presented in Figure 4. Future Roadway Improvements Palm Beach County "Five Year Road Program" and Florida Department of Transportation "Transportation Improvement Program" were consulted to obtain the funded roadway improvements anticipated to be completed by the project's build out year. Gateway Boulevard is a funded future improvement from 2 lanes to 6 lanes divided. This study will depend on this improvement. Project Access Project access will be provided on Hypoluxo Road and Lawrence Road. Hypoluxo Road at the project location is a four lane divided arterial with exclusive left-turn lane and exclusive right- turn lane. Lawrence Road northbound direction consists of a single left-turn lane and a through and shared right-turn lane. The southbound direction consists of one through lane and exclusive left and right-turn lane. Background Traffic - An investigation of background traffic growth was conducted for the radius of development influence utilizing the latest available growth rate provided by Palm Beach County. The compound growth rates are estimated utilizing the increase/decrease of average daily traffic over the most recent three-year period. Palm Beach County requires engineering judgment be exercised in the utilization of historical growth rates. Table I summarizes the growth rate analysis. In addition to the compound growth rates, the study consider all major project that could have an impact on the roadway network within the study area. Palm Beach County "Major Projects Map" was consulted to determine the location of such projects. No major projects were identified within the study area. Figure 5 outlines the total background traffic within the study area. 5 MELALEUCA LANE .J Cl - <( <( 0 a: a: l- e> > 0 a: """') <( I- .J LANTANA ROAD :2 HY Cl <( o a: e> o """') GATEWAY BOYNTON LEGEND: EFFECTED ROADWAY LINK STUDY AREA CI <( 0 a: , I , I , I , I , L- , I I I/) I..LJ I V) C I L&J Cl Il"II a: .- 01, C a: ~I z 0 I (,) ..n NER I I I I I I L KE WORTH ROAD Cl <( o a: ~ a:: ~ I..LJ :::l Z I..LJ > <( MELALEUCA o ~ o a: L&J (,) Z L&J i ~ .J BLVD CANAL STUDY AREA lRNJlUS OF DEVElfJPMENT INFUJENCEJ ~ , ~fIj-:C=1ES. III:. SURVEYORS LAND DEVELOPMENT CONSULTANTS N.T $. PLANNERS FIGURE 2 61S1 We.~ A+lanTlo 8lvd~ (305)972-3958 (FAX) 9T2-~17a Moroo+e. Florida 330&3 ~1~: 'i~!:t.~~:~'UXO.dgn l KE WORTH ROAD CI w :::> <( z 0 a:: w > ~ <( MElAlEUCA ll: MELALEUCA LANE ~ CI <( 0 a:: <.:> 0 -:> ..... 28/69 LANTANA ROAD ~ "'< ~ ""E 23140 > 30439 HYPOlUXO , '< ~ I f 12693 I w CI <.:) , <( I'- Q III I 0 Q N - O'l, a:: <( .., cr ..:.., 0 <10 cr N , (:) \D MINER , 0 -:> \D . W <10 , <..> I'- z , lLJ I ~ , <( ....J , GA TEWA Y BL VD .' < 14219::- <21190 > ! "2."'''',~.. .""""""~~gk~I8-~'c",,,,.t. c"""'''-''''''"s-:''''''~f",,~,;:.~~~Z;'t'' ""~CC=""~'1:tt" ~ N.T S. ~-----~-- -- EX/STING TRAFFIC FIGURE a ~ /II) ASSIllATFs. I~. P CUISIlTIJI; EtfGJJ&RS SURVEYORS LAND OEVELOPKNT CONSUL T ANTS 3 $'81 w..~ A~lc~~ro Blvd. (30~l972-3959 (F~Xl 972-~17B Maroc~.. Flo~ldo 33063 PLANNERS ~l~; 16~!;;t.~:~~~IUXO.~ HYPOLUXO ROAD V> w 0 (/) <.:J <( W 0 In 0 0 0:: Ol r.c <( 0 a: I 0 Z .... 0:: 0 " u MINER 0 ..., UJ U Z lJJ ~ <I: ...J GATEWAY BLVD LANE ...J 0 .... <I: <( 0 0:: a: I- <.:l :>- 0 0:: ..., 4: t- ..J .- LANTANA ROAD ~ L KE WORTH ROAD o <( o a: :..::: 0:: W ::J Z W > <( MELALEUCA Q <( o 0:: BOYNTON ~::~~";:L.:;:;:;d7;r~~;~;~~';:~:~~_2 CANAL ~~-;;- -";:~~~~- ::-~~ ~-;;~~ .:~~:::.; ~:=~- ;-~~~~;:r ~~'~;:: :~~~~~ ~:~~~ ~~~~ ;~~ ~~ '.~- LEGE, EXPRESSWAYS 6 LANE ARTER I ALS et 01 6 LANE .. LANE 2 LANE ~ EXISTING LANE GEOMETRY , ~rc":c=AlFS. lit. SURVEYORS LAND OEVELOPtE.HT CONSUl TANTS N.T S. FIGURE PLANNERS 4 61.1 w..+ A~ton~'o a,v~~ (3OS)972-39Se (~AX' 9T2-~f7. MarvO+_. FfgrrdG 330&3 ~~~: '~~!;t.~::~I...O.4lJ'> ~---- ~---~ - ----- -.---~- --- -"-- ---- - ~-------~-- -. ----,- ----- ----"'"---------------- TABLE 1 ANALYSIS OF AVERAGE TRAFFIC GROWTH RATE :1:!I!li!I:_~!lilii!ii!I~I!lliiililliilil~II:llili!llil!illllll!ililil:II!llil:I!~~I!llil:II!II,illlii 1111~~~I!!~I!illll!lI!li!llli!il!li!lI!I!: 1llli_llil Lawrence Rd. Lantana Rd. Hypoluxo Rd. 7,763 8,217 6,796 7,004 -3.37% Lawrence Rd. Hypoluxo Rd. Gateway Blvd. 7,751 7,382 7,646 7,866 0.49% Lawrence Rd. Gateway Blvd. Old Boynton Rd. 10,721 10,559 10,652 10,911 0.59% Military Trail Melaleuca Ln. Lantana Rd. 24,930 31,9n 31,639 30,968 7.50% Military Trail Lantana Rd. Hypoluxo Rd. 20,599 24,143 24,849 25,632 7.56% Military Trail Hypoluxo Rd. Gateway Blvd. 20,237 25,138 23,873 23,072 4.47% Congress Ave. Lantana Rd. Hypoluxo Rd. 27,132 23,719 23,439 23,854 -4.20% Congress Ave. Hypoluxo Rd. Miner Rd. 30,390 28,972 25,540 28,327 -2.32% Lantana Rd. Jog Rd. Military Trail 18,106 22,924 21,064 23,140 8.52% Lantana Rd. Military Trail Congress Ave. 24,960 27,382 28,259 28,169 4.11% Hypoluxo Rd. Jog Rd. Military Trail 7,688 10,810 10,556 12,693 18.19% Hypoluxo Rd. Military Trail Lawrence Rd. 18,204 23,179 21,716 22,696 7.63% Hypoluxo Rd. Lawrence Rd. Congress Ave. 24,898 27,381 23,995 26,947 2.67% Hypoluxo Rd. Congress Ave. 1-95 30,6n 31,720 27,973 30,439 -0.26% Gateway Blvd. Military Trail Lawrence Road 8,391 10,706 14,130 14,219 19.22% Gateway Blvd. Lawrence Road Congress Avenue 14,944 17,528 19,783 21,190 12.34% Areawide --------..--------------------------------..--------------- 297,391 331,737 321 ,910 337,127 4.27% 1:\exceI5\lIleslall\misclraNw-hypo2.xls Project Traffic Distribution and Assignment Distribution of project trips was based on a review of Palm Beach County Metropolitan Planning Organization's socioeconomic data and engineering knowledge of the area. The socioeconomic data are available through the "ZDATAI files" of the Florida Urban Transportation Model Structure (FSUTMS) for all zones within the transportation study area. The generation files include all single and multi family development within the study area. Based on the available data, the following distribution was obtained: TRIPS DISTRIBUTION DIRECTION North South East West PERCENTAGE 27% 33% 24% 16% The distribution rates were based on the premise that the percent of site traffic produced is directly proportional to the attraction size and inversely proportional to the square of the distance from the site to the attraction. The assignment of site traffic was performed assuming the shortest and fastest path that drivers would more frequently favor in their intended movement. By applying the distribution and assignment characteristics to the roadway networks, the anticipated project traffic is depicted in Figure 6. Future Traffic The total 1996 traffic volume for the commercial development are illustrated in Figure 7. The total traffic volume are the summation of the assigned project traffic, the projected 1996 background traffic growth and the existing 1994-1995 traffic volume. The future traffic volume will be the basis for determining level of service compliance. Level of Service Analysis This traffic analysis must demonstrate compliance with the standards contained in Section 7.9 of the Palm Beach Traffic Performance Standards. The Standards consist of complying with the adapted level of service for T~st 1 or Alternative Test 1 and Test 2. The followings outlines the analysis for each tests. 10 . BLVD I . Hjl,i",,,, "c~'Z="t"~-,,,+,,", f l KE WORTH a <( o a:: w ::> z w > <( MELALEUCA ::.<: a:: MElALEUCA LANE ::.<: a <( o a:: 29992 <.:l o ...., LANTANA . - ~ < >' ROAD 24637 >' HYPOlUXO < >' 13514 a <( o a:: a <( o a: <.:l o -, If) r- W I<) (J 00 Z W ~ <( ...J GATEWAY 15139 .41( ~ BOYNTON :~~~::-~~~~~-~::~~~;;~:~-::;:~; ~;:-~~;~~~~~L: :: ~ ~ LEGEND: c: 395 ~ TOTAl BACKGROUND TRAFF I C ~ BACKGROUND TRAFFIC a ~ All) ASSItlAlES. lIE. ~ aISIlTrrc aclfIBS SURVEyORS LAND DEVELOPMENT CONSULTANTS PLANNERS N.T S. 619} ...~ AT'an~1Q Blvd. (~O~)972-3959 (FAX) .T2-~r78 ~rGaf.. F(orfdG 5306~ ---- -----~---------_. -- -- -- ---~- --- ,--- ROAD o <( o 0:: 32409 W <.:l o - a:: . J , I . 1/')1 0'>. ~I I l . I I I I FIGURE 5 r;m: 1~~!;gt.~::~'l.DlG._ 341 HYPOlUXO ROAD -< ~ . >- I -< . 148 V') lLJ I 0 (/) <:> I <{ UJ 0 III I 0 0 a::: ~ - 0'1. a::: <( <:> 0 a::: ~I 0 z I:\J a::: 0 I C) 0 u I 0 to I J UJ l() I u z , UJ I i I <( -1 I I , I , CANAL . .~_.~<__.~ "";' 2;,"4.g~19~"=",", "",.,,"',"" ""''''''''''..i",,,,.'ez:ZfS,"'C c,' ""'''''''''''''-''r': c, L KE WORTH ROAD 0 w ~ <{ 2 0 lLJ a::: > ~ <{ MELALEUCA a::: MELALEUCA LANE ~ ..J 0 <( 0 a: <:> 0 J 248 406 LANTANA ROAD < =- C >- > '< >- 92 BLVD GATEWAY ~ >' 395 ~ 592 ~ ::-:-.~~~~ 2~'~~ LEGEND: 'C 395 >- PROJECT TRIPS ~ PROJECT TRAFFIC '" CNIMII-fIIrD. ASSIlIAJFS. lit. II' aISIlTIII ElCltmS SURVEYORS LAND DEVELOPMENT CONSULTANTS PLANNERS NjS. 619' w..+ ATIGOTtO 8tvG. (30~J.T2-3.5. <FAX) 972-~'T. Warga+_. "orrQa 330&3 -~--~--------- ---.---- ~_.--- -- ._----------_.~~- _._-_._~- FIGURE 6 ~~: 'l~!rstal1~:1'>"""""O... L KE WORTH ROAD LLJ => Z LIJ > -< MELALEUCA MELALEUCA LANE Cl -< o a: ~ 0::: ~ ...J Cl -< o a: C) o "'? Cl <( o 0::: ROAD Cl -< o a:: C) o "'? MINER LIJ U Z LIJ 0::: ~ -< ....J GATEWAY BLVD ,,"-~~::C2c~=~2J~1~~~'"'~'.L LEGEND: 12361 8 , 23618 ~ TOTAL TRAFFIC EXIST. LOS 0 VOlUME ~ TOTAL TRAFFIC , ~1C'f.c=lES. III:. SURVEYORS LAND DEVELOPMENT CONSULTANTS PlANNERS N.T s. 6t91 ~ A+lon~IQ Blvd. (30S>>972-3859 (FAX) 9T2-~IT. MorOO+e. ~lorfdG 330&3 o <( o a:: LIJ C) o - a: , 1 I I I 1/'11 0), ":'1 , , I I I 1 FIGURE 7 &l~: 1,~!;t.i1~:~ILlXO.dcJ1 Test 1 - LinklBuildout Test The analysis consists of projecting the project's new trips on the major thoroughfare links within the project's radius of development influence and evaluating the level of service for the total traffic. The total traffic consists of project traffic, existing traffic, background traffic and committed traffic. The standards state that the level of service may be exceeded by a total of 5% of level of service D provided that no one project may use more that 1/5 of the 5% or 1 % of the total available on any link within the project's radius of development influence. From Table 2A of the Palm Beach County Land Development code, the maximum radius of development influence is 2 miles for a net trip generation rate of 4788 trips/day. Therefore all roadway links within the 2 miles distance must meet Test 1. Meeting Test 1 consists of relating the projected total traffic to the level of service D's average daily traffic. This could be accomplished by evaluating the projected total traffic, as shown in Figure 7, and the average daily traffic for the level of service D as tabulated in Table 1A of the Palm Beach Traffic Performance Standards. . . As display in Figure 7 the following segments within the radius of development of influence exceed the allowable level of service for Test 1: . Lantana Road from Military Trail to Congress A venue . Hypoluxo Road from Lawrence Road to Congress Avenue . Congress A venue from Hypoluxo Road to Miner Road However, the project traffic for Congress Avenue, 209 vehicles per day, from Hypoluxo Road to Miner Road does not exceed the allowable 1/5 of 5% tolerance which is 294 vehicles per day. In addition, Congress Avenue is not a directly access link to the site. The other two segments, Lantana Road from Military Trail to Congress Avenue and Hypoluxo Road from Lawrence Road to Congress A venue fail Test 1 and the project traffic is more than the allowable .115 of 5% rule. Alternate Test 1 will be analyzed for these segments to determine if improvements are needed due to the project traffic. Alternate Test 1 Alternate Test 1 was conducted for the segment of Lantana Road from Military Trail to Congress Avenue, and Hypoluxo Road from Lawrence Road to Congress Avenue because these segments exceed the level of service for Test 1. Alternate Test 1 can be satisfied if peak hour, peak season, peak direction volume does not exceed the allowable level of service listed for the peak hour directional volumes for urbanized areas in Table 3-1 of the FDOT Level of Service Manual, and the intersection's critical volumes do not exceed 1400 vehicles as outlined in the Highway Capacity Manual, planning analysis method. The peak hour, peak season, peak direction volumes for the failed liOks were analyzed for existing and future conditions. The peak season traffic counts for Lantana Road east of Military 14 Trail and Hypoluxo Road from Lawrence Road to Congress Avenue are included in Appendix A. The peak to daily ratio and directional factors for the morning and evening peak hours were applied to the latest average daily traffic count information from the Metropolitan Planning Organization of Palm Beach County. The results of the analysis are as follows: LINK ANALYSIS Lantana Road, East of Military Trail Condition Direction Peak Hour Peak Volume Existing Eastbound AM 1512 Existing Westbound PM 1583 Future Eastbound AM 1643 Future Westbound PM 1721 Hypoluxo Road, East of Lawrence Road Condition Direction Peak Hour Peak Volume Existing Eastbound AM 1488 Existing Westbound PM 1334 Future Eastbound AM 1618 Future Westbound PM 1450 Based on the above tabulation and by consulting Table 3-1 for Group B of a four-lane divided arterial in the FDOT Level of Service Manual, the maximum peak hour, peak season, peak directional volume does not exceed the established 2210 vehicles. Therefore, the link capacity analysis on Lantana Road and Hypoluxo Road will be satisfied. The intersection's critical volumes analysis portion of Alternate Test 1 will be analyzed next. The latest existing turning movement counts were obtained for the intersection of Lantana Road and Military Trail and Lantana Road and Congress Avenue. Turning movements were also obtained on Hypoluxo Road at Lawrence Road, and Hypoluxo Road at Congress A venue. The intersection planning capacity analysis were conducted for existing peak hour turning movement counts and projected future turning movement counts with project traffic utilizing the computer program Signalized Intersection Planning Analysis (SIP A). Appendix B contains the collected turning movement counts, and Appendix C contains the SIP A output for the two intersections. As shown in Appendix C, the intersections will operate with the following critical volumes: 15 INTERSECTION ANALYSIS Locations Condition Peak Hour Sum ,Critical Volumes Lantana/Congress Existing AM 1017 Existing PM 1564 Future AM 1078 Future PM 1356 LantanalMilitary Existing AM 1068 Existing PM 940 Future AM 1130 Future PM 996 HypoluxolLawrence Existing AM 945 Existing PM 964 Future AM 1054 Future PM 1076 Hypoluxo/Congress Existing AM 1041 Existing PM 1276 Future AM 1118 Future PM 1382 Based upon the above tabulation, the subject intersections do not exceed the maximum allowable 1400 sum of critical volume. In summary, the Lantana Road segment from Congress Avenue to Military Trail and Hypoluxo Road from Lawrence Road to Congress Avenue will meet Alternate Test 1 for future conditions. Test2 - Model 'Test The analysis consists of obtaining the project's net trips as projected in the trip generation section and utilizing the net trips to obtain the model radius of development influence through Table 2B of the Palm Beach County Traffic Performance Standards. The total traffic differs from Test 1 and is defined as model traffic. Model traffic consists of anticipated traffic as assigned by the FSUTMS model on the future 2010 roadway network resulting from all approved projects. Similar to Test 1, the Standards allow the level of service to be exceeded by 5% of level of service D provided no one project can utilize more than 115 of the 5%. In addition, Test 2 requires all projects that generate more than 7,000 net daily trips to utilize the model for traffic assignment and level of service determination. 16 Based on Table 2B of the code, the maximum radius of development influence for the generated 4788 trips/day is 2 miles. Therefore, all roadway segments within 2 miles from the site need to be lower than Test 2's capacity. The Palm Beach County's List ofRoadw~y Segments Failing Test 2 was consulted resulting in no roadway links fail Test #2 within 2 mile from site. From the above analysis the proposed development passes Test #2. CONCLUSIONS AND RECOMMENDATIONS Based upon the above analyses of Test 1, Alternate Test 1 and Test 2 the proposed commercial development conforms with the 1990 Palm Beach Countywide Traffic Performance Standards. It is therefore, recommended that the project be granted a Site Development Order. The proposed development will be phased to the six lane construction of Lantana Road from Military Trail to Congress A venue, and Gateway Boulevard from Military Trail to Congress A venue. The proposed development can be built immediately up to 1084 trips per day without causing traffic impacts that would require roadway improvements. 17 1:\WORD6IAt7VlYPOU WR\l.A W-HYPO.DOC \~ APPENDIX A "- Vnlu R~purt with 24 "uur'To~nl- raGe 1 b**~*~**~+6***.**~****~**~**. .1~*~~*~**~**~~~**.*~*****~ *****~*******~***i~*~~* Data rile S l ~ t ,i 0 11 l ,I ~ n t: i f i (.' ~l l i (> 11 ,,",_ -t dat~ S L. f' d iJ t e C i t Y / l' 0 \oJ n L'~"_~dti(ln DOIOl,.013,PRN 000000004605 000000000002 J:;llI '1, ';).,+ .Inn 5, 9.'1 CHARLES RALPH LANTANA RD. 200' R J.nt'.rll'vLll Start time St.op timG! COl\uty or ~lILITARY TH. ( l5 r"illur.~:" O'~: 30 09:.30 P. B. . *************~************~****~*********P~~**~~**~*****~*~***~~***~~***~~*~*~** End TiJll~ J~lI .',/.Ia.n 5 ao O~ Lastbound Volume for Lane 1 07 " ----------------------------------------------------------------------~..~-------- 15 30 45 00 H 1" T c. t ~l 1 1.5 20 10 11 ~G 01 7 (j 1.~ 15 td 4 10 3 21 OJ 4 '6 7 !J 04 11 22 n " 21 05 n u 21 46 72 70 au 95 172 236 280 379 JB9 .~t02 391. 00 311:1 302 300 236 71D 15(,1 1221 09 20f, 1.., I... 200 180 755 10 11 " . .., .. .t v 185 209 207 200 2.0~ 20.1 218 29 &2 209 G16 B23 -------~.~._-------~.~-----------~._---------_..-~-~_.-----------~-------------_._~..._-- "., ..;...... 23 E II J T!ill ';! 15 30 1+ 5 on 12 1 n, J. f.I --f 203 21? 219 Ill' Totlll 825 1.:1 221 197 204 221 I.', 2:12 277 265 23~ :3lt3 1009 15 2!:i9 2.1 :,. 22B 21,1 96.'. 16 2.'3(, 2~9 269 227 991. 17 25ft 2:19 23'1 22'1, 961 18 245 2:)0 l.S3 1913 369 19 155 1.',0 115 112 522 20 85 lOG 7.', 7j 340 21 103 30 79 77 3'47 77 6~ 57 55 ,~ ~ 2l. t.. 7 25 2 .'i 13 1.1 SI -----------------------~._-------------~--.--------------------------------.-----. IlcHI)" T.;> l: -:1 1 1 4 .:.. 01 ~. pea k h () U r b ~ ~ ins : 0 7 : 1 5 A r-l pea k Y 0 1 u o. ,~ : 1 ~. (. ) r (:: i\ k 11 0 U L- [.:\ I: t 0 1: : O. 9 7 P ,. f' co a k h I) U r b Ii! g ill S : 1:,: 1 5 P 1'1 l' ~ ::\ k v C) III m ~ : 1 0 3 6 P o? a k h () u r f .:\ C t (.) [' : O. 9,', ****~***~*******~***********~*~***~*~***~~******~********~*******~******~*~*~~~ J"lll .',j,Jdll 5 02 W~stbuund Volume for Lalle 2 End. Time ". - . ... .----------------------------------------------.......--.------------------.---.-- 1 \ ..1_ 1 5 ~lO .'1 5 00 00 33 30 23 1 7 Eud Time H l' T <.) tal lOa 01 22 1 2 17 13 64 1 -, .1 _, 34 0.3 7 f) " .. 20 n' V"f (, <:; 5 3 .,... .' .J 05 9 7 14 1.7 ".... .:.... Je OG 6.3 90 1 1 c. 137 406 07 161 208 219 223 B1G Og 177 16 (, 182 170 693 09 162 lG2 1S9 1iJ7 650 10 164 114- 21.'3 10~ 194- 170 131 209 n ~l 9 ')1 7 :l (, 7 ()O ----------~----------------~---------------------------~-~--------------------- 15 ..,., ..J\.' .', .'i 00 12 19G 223 206 19] H\' Tot.:\1 818 13 22G 2 (,3 22l, 233 9 J j 1 , .L'I 241 2(ir, 2 f) J 3:.0 1 .'; 26S :105 jl3 JOG 1.6 3~:, 32G 329 171 17 .',2.', ,~ 31 ~.1 8 )55 18 J 1 ~l "r~ ~\.IJ 2.30 2.30 1050 1189 1381 1620 1044 19 ,) ')? L....... 163 1.')(, 147 GaG 20 1.39 129 117 1.'12 527 21 1.',8 150 116 ] , f) )24 21 "., ';'.J 101 76 91 66 t,n 61 )8 42 3 Jfj 229 - -- - - - - - -- - -. .... .. . ....... - ... - - - - - - - - - - - - - - _ _ ,_ _ _. __ ,oW ... .~. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _..... _ _ _. _..._ ~. _,. _ 2 4 II I) IJ l' Tot ~ 1 14 7 ) (j AM peak h~u~ begins: 07:15 AM v~dk ~~lume: 032 Peak hour [acLur : 0.91 pc~k hour begins: 16:45 PM peak volume: 1644 P~~k huur factnr : o.qS ~~*~~**i:~*~*****~*****1~*~****~**~******~~**~~*~~~*~*~~~~*~**~****~****~*~:~~~* 60/rO.d O~~S 8~~ ~OP CCGGGGGCCCCGCCCCC S(:9T S66T-61-~d~ Data File VoluH *~**~~**~i:~~*~~*.~~**~*~*****. R P. fr Q r 1: 1" i I. h :~ I, ih) H r ' T 0 L c\ 1 .!. J, ,.f,"~ .'. ..I. .f. .f'. ..r. ..... ..'. .J. ..'01 ,t .I" ..,. .11 J.( f- .... .II.. ..... -'. .'. ,. 1. '" " r, J- ," . .. -0 ,- .. .\. ,. "."1 '.\"."" ". S t.':1 II c) n T . .~ 11 t i r .i o:~ a t .i (, n 3, t c1 a t to Stup d;'Ii:I~ Citj-/Tvwn Locat. l(Jn DOI04018.PRN 000000004605 000(1)0000002 Jan 4, 9~ Jan 5, ?!I:- C[-lARL~3 RALPH LANTANA RD. 200' Illter.vri.l St.:Ht tIme :.; l 0 ~ t t rA':! CouuLy E or ~aLITARY TR. F.:\y;E' 2 .~~**~*~+~~~~~**~~~:*~*~ , : .. 1 5~ rn L n 11 t e 5 09:10 09:10 P. D. J"I) !./J;_.u 5 ~~.~*~******~*~~***~**~~*~~.++~~~~***~.t~*~*******~*~~*~~**~**~***~~*~***~~**J.~~** 01 OJ ToLal VoluffiQ lor All Lane~ a4 06 EuJ TIme 00 ------~----------------------------------_____M__-_______.____________~_-.~_______ 11 IS 30 II 5 00 53 50 3.3 " '" ':"1-' th- Tot a 1 1 r , .1 \).... 02 29 13 30 28 11 10 23 11 12 13 1" -' 1.1. 05 20 .I 5 30 .30 )S (,:) 94- 108 150 262 .352 .H7 5!~ 0 S~7 621 619 07 08 09 3GG :33 :~ 3~9 :1 It 7 10 "...,.., ..,' I ;, J94 ]72 390 :,27 105 55 !, '} ~ ~I 500 46G .',,12 /,06 359 !,22 -3!=l2 1G 1 a JOO 1189 2377 1914 1~05 15~2 1533 End Time 12 -------------.. ....----___~__________~_.w____________~_________________________..~.-_.__ 22 23 15 JO 45 00 Jon ~2(' :'2~ 1..12 IJ 1.4 1) 17 591 sr.') 'j90 593 678 600 1;~2 57') .') (, I.. :10 :) 418 4~3 377 JO.3 27.1. 259 4' .., .... I 440 .',2 S ,'\ :,9 47j 5.', .') 466 575 52/, 519 ~4.l 'H,':) !l r Tot .:I 1 1 6', :} .t 7 7 4. 2 0 5 l) 2 1 5 3 2. J 7 2. 2 5 3 9 1 9 1 J 1. Z I 0 19 20 21 2~1 238 195 187 on. 1110 US 1413 121 111 35 105 (,7 224 235 191 :2 t. 7 067 594 368 _..~---------~..~-------------------~_._-----------_...---------------------------.----. Huur T0t~1 29201 p~~k lluur b~~ins : 07:15 AN pCDk vvlum~ : 2J97 P&ak hour facLvr : O,Q~ PM Pl::!,:il:. hour h~gin3 : 1(;:4~. Prol pe.:lk velum.;' : 2('Or. P'!'.3k lJf)Ul' fR~t(>r : O.';l{; ******~*******~***~*~****~****~****~**~***~~*****~~~************~**~*~**~~~*~*~ 60/S0'd 0GGS 8GV G0v ccccccccccccccccc S(:9~ S66~-6~-~d~ _ Volui Report wi th 24 Hour Total -- Page 1. ****************************~**************************~~**********************~ Data FilA D0821001.PRN Station 000000000002 I~~ntification 000000000622 Interval S t date AU9 21, 95 Start time Stop dat~ AU9 22, 95 Stop time City/Town BOYNTON BEACH County Location HYPOLUXO RD BETWEEN CONGRESS @ LAWRENCE ******************************************************************************* ,- Aug 21/Aug 22 Eastbound Volume for Lane 1 End Time 1 ~) 30 45 00 Hr Total 00 20 20 25 8 73 01 7 5 9 18 39 02 6 7 10 10 33 03 11 4 11 a 34 04 10 22 33 19 84 05 35 39 58 84 216 06 90 143 158 201 07 234 262 345 289 592 1150 15 minutes 21:30 21:30 PALM BEACH 08 261 243 210 193 907 09 172 166 152 163 653 166 177 145 169 657 10 11 178 208 199 243 828 -~.~~~-~----------------------------~---------------------------------------------- 22 23 End Time 15 30 45 00 12 1'::> 4 190 t67 165 Hr Total 716 13 155 189 226 190 760 14 224 200 202 230 856 15 243 245 229 222 939 16 242 247 228 204 921 17 207 229 224 207 867 1S 211 197 204 171 783 19 153 162 148 147 610 20 157 117 103 107 484 21 100 82 148 103 433 283 86 72 60 65 58 46 41 17 -----------~-------------------------------------------------------------~~.~ 162 ~ Hour Total 13080 AM peak hour begins: 07:15 AM peak volume: 1177 Peak hour factor: 0.85 PM peak hour begins: 14:45 PM peak volume; 947 Peak hour factor: 0.97 ~****************************************************************************** Aug 21/Aug 22 Westbound Volume for Lane 2 End Time -----------------------------------------------------------------------------.-- 10 11 15 30 45 00 00 47 16 17 21 H'. Tota 1 101 01 18 10 10 15 53 02 16 11 14 8 49 03 21 04 3 5 6 7 3 5 12 16 05 8 22 37 63 130 06 71 109 140 129 449 07 146 177 225 176 724 08 150 142 132 126 550 09 124 138 129 143 534 135 186 142 145 166 173 163 152 36 608 654 End Time ------------------------_._~-----~-----~---------------------------------------- 22 23 1 f) 30 4S 00 12 155 173 195 167 Hl- Total 690 13 191 186 211 219 807 14 199 190 210 213 812 15 194 208 216 274 16 246 247 294 255 323 306 281 267 17 18 306 270 253 230 892 1042 1177 1059 189 203 189 176 757 19 20 21 109 126 112 99 446 94 79 62 61 70 50 60 54 154 191 130 128 603 --------------------_._~------------------------------~------------------------- 296 234 Hour Total : 12724 ",1 peak hour begins: 07=15 AM peak volume: 128 Peak hour factor: 0.81 PM peak hour begins: 16:30 PM peak volume: 117S Peak ho~r factor: 0.91 ***********-*************************************~..**************************** ..;. Volume Report with 24 Hour Totals Page 2 **~<<**************************************************************************** D~ File D0821001.PRN Station 000000000002 identification 000000000622 Interval Start date Aug 21, 95 start time Stop date AUQ 22. 95 Stop time City/Town BOYNTON BEACH County Location HYPOLUXO RD BETWEEN CONGRESS @ LAWRENCE *~***************************************************************************** Aug 21/AuQ 22 Total Volume for All Lanes 15 minuteo 21:30 2~:30 PALM BEACH --------------~---------------------------------------------------------------~ End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - - -. .~. - ... .- 1 J 67 2S 22 14 13 43 161 380 411 296 301 344 30 36 15 18 9 27 61 252 459 385 304 363 381 4f.3 42 19 24 17 45 95 298 570 342 281 287 362 00 29 33 18 15 35 147 330 465 319 306 314 395 _._------ Hr Tot.al 174 92 82 55 120 346 1041 1874 1457 1187 1265 1482 ------------_..-------------------~--------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- 15 349 346 423 437 488 530 517 342 311 209 180 128 30 363 375 390 453 494 535 467 365 308 208 151 96 4.5 362 437 412 445 522 505 457 337 233 200 122 101 - ')0 332 409 443 496 459 474 401 323 235 202 126 71 Hr Total 1406 1567 1668 1831 1963 2044 1842 1367 1087 879 579 396 --------~._~--------------------------------------------~-------~--------------- 24 Hour Total 25804 At"1 peak hour begins : 07:15 AM peak volume : 1905 Peak hour factor : 0.84 PM peak hour begins : 16:30 PM peak volume : 2046 Peak hour factor : 0.96 ******************************************************************************* \, - APPENDIX B Site Code : CALRAM95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD 1--""4TION : PALM BEACH Sum of the Primary and Secondary PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM - 9:00 AM DIRECTION START FROM PEAK HOUR PEAK HR . . .. . .. . ... VOLUMES ........... FACTOR PEDS. Right Thru Left Total North 7:30 AH 0.91 0 99 460 224 783 East 7:45 AM 0.97 0 142 552 76 770 South 7:30 AH 0.89 0 44 676 143 863 West 7:15 AH 0.76 0 155 1058 332 1545 Entire Intersection North 7:30 AM 0.91 0 99 460 224 783 East 0.96 0 150 543 66 759 South 0.89 0 44 676 143 863 . -- -~._---.. --r----..,.-.---- Site Code: CALRAM95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD . 'TION : PALH BEACH Sum of the Primary and Secondary I . . . . .. PERCENTS PEDS. Right Thru Left 13 59 29 18 72 10 5 78 17 10 68 21 13 59 29 20 72 9 5 78 17 PAGE: 1 FI LE: TEHP- 4 DATE: 5/04/95 PAGE: 1 FILE: TEHP-4 ---------------------------------------------------------------------------------------------------------------------------------- DATE: 5/04/95 Total Turning Volumes for the Period: 7:00 AH - 9:00 AH 1 I . . . . . . . . . . . . 1 I............ I 1 . . . . . . . . . . . . : .. 2121 1 I............ CONGRESS AVENUE [PEDS.J 2 ------------------* 191 852 415 I I --- 1458 . . . . . . . . .. 1484 . .. LANTANA ROAD 633 1887 2804 I I . . . I I . . . 1 1 . . . N W-+-E S 2 [PEDS. ] *------------------ 291 1440 1034 115 LANTANA ROAD ... . 2406 Site Code: CALRAM95 PAGE: 1 N-S Street: CONGRESS AVENUE FILE: TEMP-4 E-W Street: LANTANA ROAD UI.I'ATION : PALH BEACH Sum of the Primary and Secondary DATE: 5/04/95 ---------------------------------------------------------------------------------------------------------------------------------- Time .1.1 From North .... II' . From East .111 t... From South .... IIII From West II .. Vehicle PEDS. Begin PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- I 7:00 AM 0 20 76 24 0 17 128 11 0 9 95 20 1 27 239 63 729 1 7: 15 0 27 105 44 0 42 108 5 0 10 152 26 0 33 223 72 847 0 7:30 0 14 120 57 0 36 132 10 0 10 150 36 0 57 352 97 1071 0 7:45 0 31 124 60 0 41 131 17 0 15 192 35 0 34 227 66 973 0 HR TOTAL 0 92 425 185 0 136 499 43 0 44 589 117 1 151 1041 298 3620 1 8:00 AH 0 21 107 44 0 28 144 22 0 9 144 41 0 31 256 97 944 0 8: 15 0 33 109 63 0 45 136 17 0 10 190 31 0 32 189 87 942 0 8:30 1 21 106 58 0 28 141 20 3 20 117 32 1 36 191 74 844 5 8:45 1 24 105 65 2 54 114 13 0 21 157 38 0 34 210 77 912 3 HR TOTAL 2 99 427 230 2 155 535 72 3 60 608 142 1 133 846 335 3642 8 DAY TOTAL 2 191 852 415 2 291 1034 115 3 104 1197 259 2 284 1887 633 7262 9 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AH - 9:00 AH DIRECTION START PEAK HR . . . . . . . . . ., VOLUMES ........... .. .... PERCENTS ....... FROM PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North 7:30 AM 0.91 0 99 460 224 783 13 59 29 East 7:45 AH 0.97 0 142 552 76 770 18 72 10 South 7:30 AM 0.89 0 44 676 143 863 5 78 17 West 7:15 AH 0.76 0 155 1058 332 1545 10 68 21 Entire Intersection North 7:30 AH 0.91 0 99 460 224 783 13 59 29 East 0.96 0 150 543 66 759 20 72 9 South 0.89 0 44 676 143 863 5 78 17 West 0.75 0 154 1024 347 1525 10 67 23 Site Code : CAHTPH95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD I~~TION : PALH BEACH Sum of the Primary and Secondary Total Turning Volumes for the Period: 4:00 PH - 6:00 PH I I I I I I I I I I I I I I [PEDS. J 0: ------------------* . . . . . . . . .. 2712 ... LANTANA ROAD 450 I . . . 1 I . . . I I . . . I I ............1 1 . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I . . . . . . . . . . . . : 0 [PEDS. J *------------------ CONGRESS AVENUE 315 I I I I I I I I :1285 605 .. 2575 2205 1181 1765 134 ------------------* [PEDS.] 1 2294 . . . . . . . . . . . .: 508 .. 1690 ... : I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I . ..: CONGRESS AVENUE I _______________ . . . I : 1608 I I I I I I I I PAGE: 1 FILE: TEHP-5 DATE: 5/04/95 N W-+-E .s 517 2677 1889 178 271 LANTANA ROAD... . 1964 *------------------ 3 [PEDS.J Site Code : CAMTPM95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD lotATION : PALM BEACH PAGE: 1 FILE: TEMP-5 Sum of the Primary and Secondary ---------------------------------------------------------------------------------------------------------------------------------- DATE: 5/04/95 OIRECTION START FROM PEAK HOUR North East South West 4:00 PM 4:30 PM 4:30 PH 4:30 PM North East South West 4:30 PH PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PH PEAK HR .. . .. .. .... VOLUMES ........... FACTOR PEDS. Right Thru Left Total I ...... PERCENTS PEDS. Right Thru Left 0.98 0.98 0.95 0.96 0 184 623 310 1117 16 56 28 0 268 1036 142 1446 19 72 10 3 104 858 278 1240 8 69 22 1 70 595 257 922 8 65 28 Entire Intersection 0 158 647 309 1114 14 58 28 0 268 1036 142 1446 19 72 10 3 104 858 278 1240 8 69 22 1 70 595 257 922 8 65 28 1 1 CONGRESS AVENUE I N I --------------- I W-+-E I . . . 1 S 1 . . . . . . . . . . . . I I............ I I . . . . . . . . . . . . I 1383 1 . . . . . I 647 309 1 I 0 [PEDS. ] I............, *------------------ 0.99 0.98 0,95 0.96 [PEDS.] 0 158 ------------------* . . . . . . . . .. 1472 ... LANTANA ROAD 257 595 1114 268 1446 1036 142 922 LANTANA ROAD ... . 1008 70 1240 *------------------ 104 3 [PEDS.] ------------------* [PEDS.] 1 .. .... .... ..: 278 858 859 ...: 1 ............, 1 . . . . . . . . . . . . 1 I . . . . . . . . . . . . 1 1 . . . I ...: CONGRESS AVENUE , --------------- . . . I Site Code : CAHTPH95 PAGE: 1 N-S Street: CONGRESS AVENUE F'ILE: TEHP-5 E-W Street: LANTANA ROAD INATION : PALH BEACH Sum of the Primary and Secondary DATE: 5/04/95 ---------------------------------------------------------------------------------------------------------------------------------- Time .... From North .... .... From East . II' .. .. From South .... .... Fro. West 1.1. Vehicle PEDS. Begin PEOS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- I 4:00 PM 0 51 164 69 0 66 202 28 0 17 176 57 0 14 150 42 1036 0 4:15 0 42 150 83 0 57 203 31 0 15 189 62 0 17 155 45 1049 0 4:30 0 46 154 77 0 63 266 36 3 22 217 72 0 17 158 66 1194 3 4:45 0 45 155 81 0 69 249 38 0 23 197 67 1 17 151 62 1154 1 HR TOTAL 0 184 623 310 0 255 920 133 3 77 779 258 1 65 614 215 4433 4 5:00 PH 0 37 165 79 0 72 264 33 0 32 223 71 0 20 142 67 1205 0 5:15 0 30 173 72 0 64 257 35 0 27 221 68 0 16 144 62 1169 0 5:30 0 35 167 76 0 68 232 39 0 23 200 60 0 20 144 58 1122 0 5:45 0 29 157 68 0 58 216 31 0 19 185 51 0 13 137 48 1012 0 HR TOTAL 0 131 662 295 0 262 969 138 0 101 829 250 0 69 567 235 4508 0 DAY TOTAL 0 315 1285 605 0 517 1889 271 3 178 1608 508 134 1181 450 8941 4 PEAK PERIOO ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PH DIRECTION START PEAK HR . . . , . . , . , .. VOLUMES .....,..... .. .... PERCENTS ....,.. FROH PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North 4:00 PH 0.98 0 184 623 310 1117 16 56 28 East 4:30 PH 0.98 0 268 1036 142 1446 19 72 10 South 4:30 PH 0.95 3 104 858 278 1240 8 69 22 West 4:30 PH 0.96 1 70 595 257 922 8 65 28 Entire Intersection North 4:30 PH 0.99 0 158 647 309 1114 14 58 28 East 0.98 0 268 1036 142 1446 19 72 10 South 0.95 3 104 858 278 1240 8 69 22 West 0,96 1 70 595 257 922 8 65 28 '! Site Code : MTLRAM95 N-S Street: MILITARY TRAIL E-W Street: LANTANA ROAD LOCATION : PALM BEACH Sum of the Primary and Secondary PAGE: 1 FILE: TEMP-l ---------------------------------------------------------------------------------------------------------------------------------- DATE: 5/02195 Total Turning Volumes for the Period: 7:00 AM - 9:00 AM [PEDS.] 0 ------------------* ..........1518 ... LANTANA ROAD 494 I . . . I I . . . I I . . . I I . . . . . . . . . . . . I I ............1 I . . . . . . . . . . . . 1 I . . . I . . . . . . . . . . . . : 0 [PEDS. ] *------------------ t1ILITARY TRAIL 208 I 1 I I I I I I :1925 814 .. 2197 2947 1868 2743 381 ------------------* [PEDS .'] 1 1914 : 1357 I I I I I I I I . . . . . . . . . . . .: 325 .. 2554 . . . : I . . . . . . . . . . . . I I ............1 I . . . . . '.. . . . . . 1 , . . . 1 . ..: MILITARY TRAIL I ______________ . . . I N W-+-E S 346 1579 985 232 248 LANTANA ROAD ... . 2914 *------------------ 1 [PEDS. ] Site Code : MTLRAM95 . N-S Street: MILITARY TRAIL E-W Street: LANTANA ROAD UICATION : PALM BEACH PAGE: 1 FILE: TEMP-1 Sum of the Primary and Secondary DA TE: 5/02195 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM - 9:00 AM DIRECTION START FROM PEAK HOUR North East South West 7:30 AM 7:45 AM 7:30 AM 7:30 AM North East South West 7:30 AM [PEDS.] 0 ------------------* 826 ... LANTANA ROAD 304 PEAK HR FACTOR 0.84 0.94 0.83 0.95 0.84 0.91 0.83 0.95 116 1038 1528 186 . . . . . . . . . .. VOLUMES ........... PEDS. Right Thru Left Total ... ... PERC~NTS ....... PEDS. Right Thru Left 0 116 1119 439 1674 0 194 571 110 875 1 122 808 185 1115 1 186 1038 304 1528 Entire Intersection 0 116 1119 439 1674 0 202 525 118 845 1 122 808 185 1115 1 186 1038 304 1528 7 67 26 22 65 13 11 72 17 12 68 20 7 67 26 24 62 14 11 72 17 12 68 20 N W-+-E S I I I I 1 I I I :1119 I . . . I MILITARY TRAIL:. ..: ______________ I I I . . . I I I I . . . . . . . . . . . . I I I I . . . . . . . . . . . . I I I ,............1 : .. 1314 . . . : 439 :............: 0 [PEDS.] *------------------ 1674 202 845 525 118 LANTANA ROAD ... . 1599 1115 ------------------* [PEDS.] 1 .. ..... .....: 185 808 .. 1423 . . . : I . . . . . . . . . . . . I I . . . . . . . . . . . . I , ............\ I . . . I ...: MILITARY TRAIL I ______________ . . . I *------------------ 122 1 [PEDS.] .:1 Site Code : HTLRAH95 PAGE: 1 N-S Street: HILITARY TRAIL FILE: TEMP-l E-W Street: LANTANA ROAD (NATION : PALM BEACH Sum of the Primary and Secondary DATE: 5/02/95 ---------------------------------------------------------------------------------------------------------------------------------- Tillie e,", From North .... .... From East .... .... From South .... ..., Froll West .... Vehicle PEDS. Begin PEDS. RT THRU LT PEDS, RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- I 7:00 AM 0 25 179 79 0 46 114 24 0 28 124 29 0 72 265 52 1037 0 7:15 0 19 220 95 0 23 99 27 0 33 112 31 0 54 240 40 993 0 7:30 0 17 290 98 0 46 88 42 0 36 187 36 1 64 251 82 1237 1 7:45 0 57 307 134 0 56 140 37 0 32 239 66 0 43 284 76 1471 0 HR TOTAL 0 118 996 406 0 171 441 130 0 129 662 162 1 233 1040 250 4738 1 8:00 AM 0 21 247 104 0 55 149 19 1 30 192 33 0 32 241 90 1213 1 8:15 0 21 275 103 0 45 148 20 0 24 190 50 0 47 262 56 1241 0 8:30 0 13 223 116 0 38 134 34 0 27 147 45 0 34 183 41 1035 0 8:45 0 35 184 85 0 37 113 45 0 22 166 35 0 35 142 57 956 0 HR TOTAL 0 90 929 408 0 175 544 118 1 103 695 163 0 148 828 244 4445 1 DAY TOTAL 0 208 1925 814 0 346 985 248 232 1357 325 381 1868 494 9183 2 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM - 9:00 AM DIRECTION START PEAK HR . . . . . . . . . .. VOLUMES ........... ...... PERCENTS ... .... FROM PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North 7:30 AM 0.84 0 116 1119 439 1674 7 67 26 East 7:45 AM 0.94 0 194 571 110 875 22 65 13 South 7:30 AM 0.83 1 122 808 185 1115 11 72 17 West 7:30 AM 0.95 1 186 1038 304 1528 12 68 20 Entire Intersection North 7:30 AM 0.84 0 116 1119 439 1674 7 67 26 East 0.91 0 202 525 118 845 24 62 14 South 0.83 1 122 808 185 1115 11 72 17 West 0.95 1 186 1038 304 1528 12 68 20 Site Code : HTLRPH9S N-S Street: HILITARY TRAIL E-W Street: LANTANA ROAD - "AT ION : PALH BEACH Sum of the Primary and Secondary ~AGE: 1 FILE: TEHP-2 ---------------------------------------------------------------------------------------------------------------------------------- DA TE: 5/02195 Total Turning Volumes for the Period: 4:00 PH - 6:00 PH [PEDS.J 2 ------------------* . . . . . . . . .. 2237 . .. LANTANA ROAD 359 MILITARY TRAIL 275 I I I I I I I I : 1500 557 .' 2604 2332 1149 1832 324 ------------------* [PEDS .J 0 2235 ..2131 : 1644 I I I I I I I I . . . . . . .' . . . . .: 398 I . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I ...: MILITARY TRAIL I ______________ . . . I N W-+-E S 16 [PEDS. J *------------------ 601 2472 1564 193 307 LANTANA ROAD ... . 1899 *------------------ o [PEDS.J Site Code : MTLRPM95 N-S Street: MILITARY TRAIL E-W Street: LANTANA ROAD IO~ATION : PALM BEACH Sum of the Primary and Secondary PAGE: 1 FILE: TEMP-2 ---------------------------------------------------------------------------------------------------------------------------------- DATE: 5/02195 DIRECTION START FROM PEAK HOUR PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM PEAK HR . .. . . . .. .., VOLUMES ........... FACTOR PEDS. Right Thru Left Total , . . . . .. PERCENTS PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North East South West North East South West 4:30 PH 4:45 PM 4:30 PM 4:45 PM 4:45 PH 0.69 0.97 0.97 0.97 2 150 807 299 1256 1 261 625 157 1263 0 96 673 209 1178 0 174 625 181 980 Entire Intersection 2 159 798 298 1255 1 281 825 157 1263 0 103 661 212 1176 0 174 625 181 980 f , . . . MILITARY TRAIL I I . . . -------------- I I . . . I I............ I ,............ 1 I . . . . . . . . . . . . I 1323 I . . 798 298 I I . . . . . . . . . . . . 0.89 0.97 0.96 0.97 12 64 24 22 65 12 8 74 18 18 64 18 13 64 24 22 65 12 9 73 18 18 64 18 N W-+-E S [PEDS. ] 2 159 ------------------* 1 [PEDS. ] *------------------ . . . . . . . . .. 1196 ... LANTANA ROAD 181 625 174 1255 281 1263 825 980 1176 157 LANTANA ROAD ... . 1026 *------------------ 103 0 [PEDS.] ------------------* [PEDS.] 0 .... ........: 212 861 .. 1129 . . . : I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I . ..: MILITARY TRAIL I ______________ . . . I site Code : HTLRPH95 PAGE: 1 N-S Street: HILITARY TRAIL FILE: TEHP-2 E-U Street: LANTANA ROAD 11lCATION : PALH BEACH Sum of the Primary and Secondary DATE: 5/02195 ---------------------------------------------------------------------------------------------------------------------------------- Tillle ,... From North .... ..1. From East .... . ... From South .... "" Frolll West ".. Vehicle PEDS. Begin PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------~ 4:00 PH I 0 21 154 76 0 69 202 43 0 25 193 46 0 34 107 51 1021 0 4:15 0 27 166 57 5 103 171 39 0 23 187 44 0 43 139 48 1047 5 4:30 0 32 201 72 10 86 182 32 0 20 213 49 0 38 142 39 1106 10 4:45 0 40 220 94 1 77 202 38 0 26 222 57 0 48 164 41 1229 1 HR TOTAL 0 120 741 299 16 335 757 152 0 94 815 196 0 163 552 179 4403 16 5:00 PH 2 38 196 68 0 64 203 38 0 25 231 46 0 42 159 43 1153 2 5: 15 0 40 190 65 0 63 222 39 0 25 207 57 0 41 159 50 1158 0 5:30 0 41 192 71 0 77 198 42 0 27 201 52 0 43 143 47 1134 0 5:45 0 36 181 54 0 62 184 36 0 22 190 47 0 35 136 40 1023 0 HR TOTAL 2 155 759 258 0 266 807 155 0 99 829 202 0 161 597 180 4468 2 ----------------------------------------------------------------------------------------------------------------.----------------- DAY TOTAL 2 275 1500 557 16 601 1564 307 0 193 1644 398 0 324 1149 359 8871 18 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PH DIRECTION START PEAK HR . . . . . . . . . .. VOLUHES ........... ...... PERCENTS ....... FROH PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North 4:30 PH 0.89 2 150 807 299 1256 12 64 24 East 4:45 PH 0.97 1 281 825 157 1263 22 65 12 South 4:30 PH 0.97 0 96 873 209 1178 8 74 18 West 4:45 PH 0.97 0 174 625 181 980 18 64 18 Entire Intersection North 4:45 PH 0.89 2 159 798 298 1255 13 64 24 East 0.97 1 281 825 157 1263 22 65 12 South 0.96 0 103 861 212 1176 9 73 18 West 0.97 0 174 625 181 980 18 64 18 ......10 .. V\Jt:i . LnIU'''II'.J "-S Street: lAWEREHCE ROAD E-W Street: HYPOLUXO ROAD lOCATION : PALH BeH COUNTY SUI of the Prilary and Secondary PAGE: 1 fILE: LRHRAH9S -----~-..----~..---~.-------~...---~-....---...---------.-------..-w.-----~~------.,.__._.__~___.____.__.MJ____._.____.....____~.. DATE: 8/22195 Total Turning Volules for the Period: 7:00 A" - 9:00 AM (PEDS. J 10 99 ------------------* 183 . . . . . . . . .. 1220 ......"............. 417 . . - .. . . . . II .. . . . . . ., . . .................... . .. HYPOLUXO ROAD 106 1752 2057 199- [PEDS. ] ------------------* 3 :............: : .' . 502 . . . : , I I............, I I 1.............1 t t I . . . . . . . . . . . . I I I I . . . I I 1 I . . . , I I I . . . I I I I . . . 1 LAWERENCE ROAD:. ..l ______________ I I I . . . I I I 1..........".1 I , I . .. . " . . . . . . . . I N W-+-E S I I 1....."......1 : .. 476 . . . : 135 :............: 2 [PEDS. ) *------------------ 146 1252 986 562 120 HYPOLUXO ROAD ... .........."....... . 2090 135 224 *------------------ 203 1 [PEDS.] LAWERENCE ROAD FROM 1-407-369-4022 08-22-95 01: 14 PM P002 ~!te ,oae : L~~~AM~~ H-S Street: LAWERENCE ROAD E-W Street: HYPOLUXO ROAD LOCATION : PAL" 8CH COUNTY SUI of the Pri.ary and Secondlry PAGE: 1 fILE: lRHRA"95 -------~-.....~---------.._..._.~~_______~.__________.~___._____________M_._______.______.________._______.____________._____...._ DATE: 8122/95 PEAK PERIOD ANALYSIS fOR THE PERIOD: 7:00 A" - 9:00 AH DIRECTION START FRO" PEAK HOUR PEAK HR .. . .. . . . ... YOLU"ES ........... FACTOR PEDS. Ri;ht Thru left Totll . .. ... PERCENTS ....... PEDS. Right thru left ._.~--------.._---------~------._------_._------------------....--.---------------------..----- North East South \lest 7:00 AI: 7 : 15 AH 7: 15 AH 7 ; 15 AH North East South West 7:15 AM I I I I I I I I I I . I I , [PEDS. ] 5: ------------------* 680 ... HYPOLU~O ROAD 65 0.74 0.94 0.93 0.93 8 52 105 eo 237 22 44 34 0 9S 556 70 721 13 77 10 1 101 121 78 300 34 40 26 1 111 1037 6S 1213 9 85 5 Entire Intersection 5 46 106 79 231 20 46 34 0 95 556 70 721 13 77 10 1 101 121 78 300 34 40 26 1 111 1037 65 1213 9 85 5 , I I . ~ . J LAWERENCE ROAD I , N , . . . -.....------------ I W-+-E I . . . I S 1........11... , I............. I I,."............ 0.72 0.94 0.93 0.93 46 I I . . 79 I 281 o [PEDS. ] *-------~---------- 106 I............ 231 95 721 556 70 1037 1213 111 ------------------* [PEDS.J 1 HYPOLUXO ROAD ... . 1217 300 I " " " " " " " " " " " " I 121 101 *------------------ 1 [PEDS. ] 78 267 t . . . I I " " " " " " " " " .. . .. I I . . . . " " " " " " " " I I ............, I . . . I ...: LAWERENCE ROAD -..: -------------- FROM 1-407-369-4022 08-22-95 01: 14 PM POD3 Site Code : LRHRA"~~ N~S Street: LAWEREHCE ROAD r H.t; I.f\nl\MtllJ E-W Street: HYPOlUXO ROAD lOeA TlON : PAlK BeH COUNTY SUI of the pritary and Secondary DATE: 8/22/95 _._~___.___.____..___..___._._...._~____~._._.___-~..__.____..___._.__...__..._.___.--_._._._.._.___~_.____J_.~_...--..-_..__...- T. Frol Horth .... t' .1 FrolEllt IIII ,... Frol South .... ..1" Fro, West f'O' Vehicle PEDS. .. "' Begl/l PEDS. RT THRU LT PEDS. RT THRU LT PEDS. Rl THRU LT PEDS. RT THRU LT Total T ota 1 ._.-~-_.---_.---_.._-.._--_._----._.-._----.._---_..--_..--_..-_..~-_._-.----.--._-----.----.-._--_._---._--.--.--...--...-....--- 7:00 All 3 18 22 18 0 11 124 8 0 23 22 12 0 28 193 5 484 3 7: 15 2 9 21 13 0 10 133 24 1 25 26 20 1 24 242 11 558 4 7:30 1 14 35 31 0 22 149 16 0 26 31 18 0 32 277 18 675 1 I 12 642 2 7;45 2 11 27 18 0 30 147 14 0 25 26 17 0 37 278 HR TOTAL e 52 105 80 0 73 553 62 1 99 111 67 1 121 990 46 2359 10 e:oo A~ 0 12 23 17 0 33 127 16 0 25 32 23 0 18 240 24 590 0 8:15 1 11 20 12 1 14 98 16 0 25 20 13 0 24 193 18 464 2 8:30 0 13 18 15 1 15 104 12 0 23 36 18 0 19 173 10 456 1 8:45 1 11 17 11 0 11 104 14 0 31 25 14 2 17 156 8 419 3 HR JOTAL 2 47 79 5S 2 7J 433 58 0 104 113 68 2 78 762 60 1929 6 ~._____w_..--_.._~__~______~.._~-____.____.______~___.__~___.______.-_____.-~_____---__.-_____.___..__--_.__.-.---..----..-------- DAY JOTAl 10 99 183 135 2 146 986 120 203 224 135 J 199 1752 106 4288 16 PEAK PERIOD ANALYSIS fOR THE PERIOD: 7:00 AM - 9:00 AM DIRECTION START PEAK HR . . . I . . . . . . I YOLUKES ........... ...... PERCENTS ....... fROK PEAK HOUR FACTOR PEDS. Right Thru left Total PEDS. Right Thru left _.-..~-------.----._._~----~-..---_..__.----_._-----.-----------_.-._---_.-~._------...__.---_. North 1:00 All 0.74 8 52 105 80 237 22 44 34 East 7: 15 AK 0.94 0 9S 556 70 721 13 n 10 South 7 =15 AK 0.93 1 101 121 78 300 34 40 26 West 1: 15 All 0.93 1 111 1037 65 1213 9 85 5 Entire Intersection Horth 7: 15 AM 0.72 5 46 106 79 231 20 46 34 Enl 0.94 0 95 556 70 721 13 77 10 South o.n 1 101 121 78 300 34 40 26 WfSt 0,93 1 111 1(}37 6S 1213 9 85 5 FROM 1-407-369-4022 08-22-95 01:14 PM P004 . :.'., l. - Site Code : LRHRPK95 N-S Street: lAWERENCE RQ~D E-W Street: H~POLUXO ROAD LOCATION : PAL" BeH COUNTY FilE.: IlK!'-\ SUI of the Pria.ry and Secondary DAlE: 8/21/95 { ,____--_~.-__..-_J...-.____.._-~..-------~..-------.--_._.___..__..-__._-.--_____.__._-...---.-----.-.--~---_____._...-__.--J. Totel Turning Yolu... for the Period: 4:00 PH - 6!OO PM , t , . .. .. , LAWERENCE ROAD: ...: -------------- : ...: I I 1....11........, I f I "'..........1ll1 " N W-+-E S r I 1..."........1 (PEDS _] 8 153 ------------------* 167 : _. 665 . . . : 141 :............: 1 [PEDS.] *------------------ .................,... ................... 461 232 . . . . . . . . .. 2246 ------------------ .................. ... HYPOLUXO ROAD 2356 1895 -------~---~------ 140 229 1454 1771 HYPOLUXO ROAD ... . 1746 1-77 642 ..............11...... ------------------* [PEDS.) 1 :............: 198 293 *------------------ 151 3 [PEDS.] I I . . I 573 r "I . . I I I . . . . It . . . . . . . , I I t . . . <<I . . . . " . . . . I I ,..........."f I I I . . . I I I , .. . . , I I t . .. . I LAWERENCE ROAD FROM 1-407-369-4022 08-22-95 01: 14 PM P005 5lte \.oae . Ll\nKtlllJ H-S Street: LAWEREHCE ROAD (.W Street: HYPOLUXO ROAD lOCATION : PAL~ 8CH COUNTY I U.C,- '\.111 ~ SUI of the PrilaTY and Secondary DA.lE: 8/21/95 ____~_~___..----..__~___--.____....-....__J____...._....~---_.-~._--_._.-~_._.~---_.-.-.-...__.._.-~.._~_._.---.-.--.----....-..-- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 P" - 6:00 PM OIREcrIOH START fROH PEAK HOUR PEAK HR . " .. . . . ". VOLVIIES ........... FACTOR PEDS. Right Thru Left Total . .. . .. PERCENTS ....... PEDS. Right lhru Left __....__.....J._..__....-_...--......._...---_.-__..__....__...._.____4____--_..._....__.__.-_. Horth 4:45 PH 0.83 4 99 105 88 292 34 '36 30 East 4:45 PII 0.91 0 118 112~ 134 1376 9 82 10 South 4:1~ PH 0.86 2 77 165 102 344 22 48 30 \lest 4:45 PH 0.91 1 104 812 71 987 11 82 7 Entire IntersectIon Horth East South lIest 4 : 4S P" 0.93 0.91 0.84 0.91 4 99 105 88 292 34 36 30 0 118 1124 134 1376 9 82 10 1 91 152 n 336 27 45 28 1 104 812 71 987 11 82 7 I I . . . LAWERENCE ROAD I N , . . . --------------- I W-+-E , . . . 1 S I...........". I . . . . . . " . " . . " " , ~.............. I I I I I , I I , I , I I I [PEDS.] 4: ------------------* 99 105 f I . . 88 I 341 J ............. o [PEDS.J *---------~-------- ..................... 292 li8 ..........1316 . .. HYPOLUXO RdAD 1376 1124 71 134 812 ~87 HYPOLUXO ROAD ... ................... 991 104 336 ------------------* [PEDS.] 1: . . . . . . . , , . . . : 93 : .. 343 . . . : I I I.............., I I I .. .. .. .. .. .. .. .. .. 11 11 .. I I I ,.........fII...' 152 *------------------ 91 1 [PEDS.J I I I . . . , I , I .. II .. I I I I . . . I LAWERENCE ROAO FROM 1-407-369-4022 08-22-95 01: 14 PM P006 . '--~-".~------"'----'- ~lte ~ooe ; ~KM~Yn'~ FILE: TEKP-l N-S street: LAWERENCE ROAD E-W Street: HYPOLUXO ROAD LOCATION : PAL" 8CH COUNTY SUI of the pri.ary 4nd Secondary DATE: 8/21/95 ( _--__~._____..w--~.._--_....___..__--....-_...._.-~....--....--..-----~.-.---..--.~----------.---...--..-..--_...-_.._..--~_..---~ '! Fro. North .... Fro. East I' .. .0.. Fro. South ,... '"'" Fro. West tl". Vehicle PEDS. ... . ... , ~_"in PEDS. RT THRU LT PEDS. RT THRU LT PEOS. RT THRU LT PEOS. RT THRV LT Total T otd _____...____...-__.._____~._..__...____....---..___.4_.____....___._...._..__.~~._____.______.__._----._~--....--MW..---....--.... 4:00 PH 2 8 24 14 0 20 144 20 0 11 33 21 0 21 150 16 482 2 4:15 0 12 9 1S 1 25 191 24 0 16 43 24 0 14 170 12 555 1 4:30 1 14 17 13 0 42 215 16 2 14 38 32 0 . 23 165 22 611 3 4:45 0 27 24 22 0 28 270 28 0 31 44 25 0 26 . 181 16 722 0 HR TOTAL 3 ~1 74 64 1 115 820 88 2 72 158 102 0 84 666 66 2370 6 5:00 PH 0 18 24 10 0 17 312 4] 0 16 40 21 0 32 210 14 761 0 5: 15 2 33 21 U 0 37 271 37 0 26 33 22 1 24 228 19 776 3 5:30 2 21 30 37 0 36 271 22 1 18 35 2S 0 22 193 22 132 3 5:45 1 20 12 11 0 27 221 35 0 19 27 28 0 15 157 19 591 1 HR rOTAL 5 92 93 77 0 117 1075 141 1 79 135 96 1 93 788 74 2860 7 ------..------~.-..-----_..-._----~---_..----------~---~--------------_.---------_.---------------------_..-.-..--------------.--- DAY TOTAL e 153 167 141 1 232 1895 229 3 151 293 198 1 177 1454 140 5230 13 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PI' - 6:00 PM DIRECTION START PEAK HR . . . . . . . . . .. YOLU"ES ........... ...... PERCENTS ....... FROK PEAK HOUR fACTOR PEDS, Right Thru Left Total PEOS. Right Thru Left ..._.___-_____.______._--_.___.___~w_.__________4.__._____.-___________4.._______-_______....__ North 4:45 PK 0.83 4 99 105 88 292 34 36 30 East 4: 45 PM 0.91 0 118 1124 134 1376 9 82 10 South 4:I5 PH 0.86 2 77 165 102 344 22 48 30 West 4:45 PM 0.91 I 104 812 71 987 11 82 7 Entire Intersection North 4: 4 5 PH 0.83 4 99 105 88 292 34 36 30 East 0.91 0 118 1124 134 1376 9 82 10 South 0.84 1 91 152 93 336 27 45 28 West 0.91 1 104 812 71 987 11 82 7 FROM 1-407-3~9-4022 08-22-95 01: 14 PM P007 Site Code : CAHRAH9~ H-$ Street: CONGRESS AVENUE (-W Street: HYPOLUXO ROAD LOCATION : PAL~ 9CH COUNTY FILE: CAliRA1I9S SUI of the pri.ary and Secondary DAlE: 8/22/95 ( .y____...___._.____...__~..~__._.___.._-__.._--~...-~....__....___._._....__..__-..--.4-.--..~-...-..-..-.._~--....--....-....--... Total Turning ~olUlts for the Ptriod: 7:00 A"-- 9:00 A" [PEDS.] 0 153 ------------------* I I I . . . I CONGRESS AVENUE \ ...: --------------- : ...: , . ,........"...., I I 1..11.........1 I I 1.............1 : .. 1355 .. . : 382 : ............1 0 [PEDS.] *------------------ N W-+-E S 926 1461 262 . . - . . . . . .. 1444 .'. HYPOLUXO ROAD 1362 919 293 181 1597 2198 HYPOLUXO ROAD ... ..................... . 2281 308 1474 ------------------* [PEDS.] 0 I............: 372 : .. 1415 .. . : I I ,.............1 800 302 *------------------ : 0 [PEDS.J I I , I I I I I I I I I I I I I I . . I " . . . . . II " . 1 , I I"~........... I I , . . . I I I I . . . I I , I . . - f CONGRESS AVENUE FROM \-407-369-4022 08-22-95 0\: \4 PM P008 .... .. G \"V\JC . 'vHllt\r1n 1;.J H-S Street: CONGRESS ~VENUE E.W $lreet: HYPOLUXO .ROAO LOCATION : PAL" BCH COUNTY P~GE: 1 FILE: CAHRAH9S SUI of the P,ilary and Secondary -----__....__.__.~.a._________~.~__.__.._..._..____M__------~___..__..___.___________.~_____w.__._._.....___..___.__________..~... DA TE: 9/22/95 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 A" - 9:00 AM DIRECTION START FRO" PEAK HOUR PE~K HR fACTOR . . . . . . . . . ., VOLUMES ........... PEDS. Right Thru Left Total ...... PERCENTS .. ..... PEDS. Right "Thru Left _______________...._........_.~___.w__.____________...~_.._.____________._....___________.._~.. North East South West 7:30 AM 7: 15 AM 7:30 AM 7: 15 AH 0.85 0.92 0.94 0.93 North East South West 7:15 AH 0.84 0.92 0.94 0.93 [PEDS.] 0 87 ------------------* 823 . .. HYPOLUXO ROAD 158 ~38 1282 186 0 83 548 218 849 10 65 26 0 112 529 94 735 15 72 13 0 161 457 183 801 20 57 23 0 186 938 158 1282 15 73 12 Entire Intersection 0 87 541 215 843 10 64 26 0 112 529 94 135 15 72 13 0 163 424 207 794 21 S3 26 0 186 938 158 1282 15 73 12 I I I . . . I CONGRESS AVENUE I I N I . . . , --------------- I I W-+-E I . . . I 1 I 5 1............1 , I . ."""........., I , . ............1 541 : .. 694 . . . : 215 :..... .......: 0 [PEDS.] *------------------ 843 112 735 529 94 HYPOLUXO ROAD ... . 1316 794 " . . . . . " . .. . " . . . . . . . i ------------------* [PEDS.] 0 I............: 207 : .. 821 . . . : , I 1............1 t I I............, I I 424 *------------------ 163 0 (PEDS.] I .. . . " " . " . .. . . . , I t I . . . I 1 I 1 . . . I I 1 I . . . I CONGRESS AVENUE FROM 1-407-369-4022 08-22-95 01: 14 PM F009 Site code : C~HRAK~5 H-S Street: CONGRESS AVENUE FILE: CAHRAK9S E.W Street: HYPOLUXO ROAD LOCATION : PAL" 8CH COUNTY SUI of thf Pri.,ry and Secondery ( DATE: 8/22/95 ~~.---..---_..---._--------_._-_._.--._--_._-~-~-.------_.-.-----~_._-~-~--~~---_._-----._.-._--_.._-_.-.-_.-~----~--._.-_.-.--._~ T. -1.1 frOI Horth .... IIII Frot East . ... I... frOI South .... .-,. frot Yest ,... Vehicle PEDS. 8egln PEDS. RT THRU LT PEDS. IlT THRU LT PEDS. RT THRU U PEDS. RT THRU LT Total To ta l ___..__J._-___..___..._____.___._._____~_._____.___-.w___-_______.__-__._.-_____.-___~-___-____.--__.-__.___------.---~----------- 1:00 AM 0 25 79 .2 0 lQ 100 12 0 42 84 42 0 29 169 35 669 0 7:15 0 23 91 .9 0 15 169 16 0 3S 87 63 0 34 228 41 857 0 7:30 0 25 152 53 0 23 122 19 0 U 107 47 0 38 260 43 936 0 7:45 0 20 170 60 0 39 123 29 0 40 120 52 0 63 241 39 996 0 HR TOTAL 0 93 498 204 0 87 SH 76 0 164 398 204 0 16. 898 158 3458 Q 8:00 All 0 19 122 53 0 35 115 30 0 41 110 45 0 51 209 35 865 0 8:15 0 19 104 S2 0 JJ 94 33 0 33 120 39 0 40 179 39 785 0 8:30 0 10 106 41 0 58 116 22 0 39 92 43 0 31 165 32 755 0 8:4S 0 12 96 32 0 49 80 20 0 25 80 41 0 22 146 29 632 0 HR TOTAL 0 60 428 178 0 175 405 10S 0 138 .02 168 0 1U 699 135 3037 0 --_....~--~---.--_..._--_.._-.--.._...-_._-._-_._-----~--_.---._-.---_._---_.-.--~---------.-.-----_.--~.-.---~---.---..._---~--~- DAY TOTAL 0 153 926 382 0 262 919 181 0 302 800 372 0 308 1597 293 6495 0 PEAK PERIOD ANALYSIS fOR THE PERIOD: 7:00 AK - 9:00 AM DIRECTION START PEAK HR . . . . . . . . . .. VOLUHES ..,......,. ...... PERCENTS .. ..... FRO" PEAK HOUR FACTOR 9EDS. Right Thru Left Total PEDS. Right Thru left ----._---_._--------._------------~-----~--~------------.-----.-------------------------------. North 7:30 ~" 0.85 0 83 548 218 849 10 65 26 East 7:15 All 0.92 0 112 529 94 735 15 . 72 13 South 7:30 AM 0.94 0 161 457 183 801 20 57 23 Yeat 7: IS All 0.93 0 186 938 158 1282 15 73 12 Entire Intersection North 7:15 A" 0.84 0 87 541 215 843 10 64 26 East 0.92 0 112 529 94 735 15 72 13 South 0.94 0 163 424 207 794 21 S3 26 West 0.93 0 166 938 1S8 1282 15 73 12 FROM 1-107-369-4022 _~ ~_ ~-22-:95 01: 14 FM FOIO site Code : CAHRPH9~ N-S Street: CONGRESS AVENUE E~W Street: HYPOLUXO ROAD LOCATION : PALH 8CH COUNTY SUI of the Prilary and Secondary fILE: CAHRPH95 ___a~~______...___.._____...._____._~_._...__....__4_...~-~_.._-_._-..-~._-..-..__.~._-_._-_.-._.-_._...-._-..-_.-._-_....--~._--- DATE: 8/21/95 Tetll Turning Votu.., for the Period: 4:00 PH - 6:00 PH [PEDS.J 0 ------------------* . . , . . . . . .. 2463 - ,. HYPOLUXO ROAD :380 1180 1852 292 ------------------* [PEDS. ] 1 CONGRESS AVENUE I , I . . . t I , , . . . I I - .. I , I~.....~...... 271 I I I I I , I I : 1098 384 : .. 2206 I ,.............. I I............. I ,...........". 1753 2448 .. 1805 I . . . . " " " " " " .. II . I . .. ~ I 739 :1493 . I I t I t I I I .. .. " " " " " . . " " " I , .............1 I " " " . II " " " " " " " I CONGRESS AVENUE FROM 1-407-36~-4n?2 I " " . I J III " " I I . . . , " N W-+-E S o [PEDS.] *------------------ 333 2201 1453 216 415 HYPOLUXO ROAD ... . 1780 *------------------ o [PEDS.J 08-22-95 01: 14 PM PO 11 Site Code: CAHRPM95 H-S Street: CONGRESS AVENUE E-W Street: HYPOLUXO -ROAO lOCATION : PALM BCH COUNTY PAGE: 1 FILE: CAHRPM95 SUI of the Pri.ary and Secondary _________4........_....~..__________._.._._._._..__...-----..-..---....-...-..~......--~--.---.-...-.--.--------------............ OA TE: 8/21/95 PEAK PERIOD ANALYSIS FOR THE PERIOD: .:00 PM - 6:00 PH OIRECTION START FRO" PEAK HOUR PEAK HR .... ....... VOLUMES ........... FACTOR PEDS. Right Thru Left Total . .. ... PERCENTS ....... PEOS. Right Thru Left I .____._...___________..............._w_____.__..._____-.___._---.~.-----.----.-..---------._.-- Horth East South West 4:00 PH 4:45 PH 4:45 PH 4: 45 PH North East South West 4:45 PH 0.95 0.81 0.91 0.93 0.95 0.81 0.91 0.93 [PEDS.] 0 141 ------------------* . . . . . . . . .. 1327 ...~. ............111.. . .. HYPOLUXO ROAD 20e 662 1032 162 ------------------* [PEDS. ] 0 0 140 578 206 924 15 63 22 0 174 779 238 1191 15 65 20 0 100 779 407 1286 e 61 32 0 162 662 208 1032 16 64 20 Entire Intersection 0 141 541 192 87. 16 62 22 0 174 779 238 1191 15 6S 20 0 100 719 407 1286 8 61 32 0 162 662 208 1032 16 64 20 I . . .. . CONGRESS AVENUE I N I . .. . --------------- I W-+-E I . . . I 5 ,............ I I .. .. .. .. .. .. .. II . . . . 1 I............ I 1161 I . . 541 192 I 0 [PEDS. ] I............ *--------~--------- 874 174 ---~-~------------ 1191 779 238 HYPOLUXO ROAD ... ................... 954 --- 1266 I I 407 *------------------ 100: 0 [PEDS.] 1 t 1 I .. .. .. .. .. .. .. III .. .. .. .. I 779 941 I . . . I I ............, I .. .. .. II II .. .. .. .. .. .. .. t .. II . I I .. .. .. .. .. .. .. .. 01 .. . .. I t I . . . I I . . . I CONGRESS AVENUE FJLOM L-407-3f9-4Q22 ~------~~-- n 1 . 1 "l PtK rn1...... .-----..______...____.....____.._.____...__.__~..____~__._______~..__.__~.____.______..~__.__._.____._._..__.__._M____~.__._______ DAY TOTAL 0 271 1098 384 0 333 1453 415 0 216 1493 739 1 292 1180 360 8254 1 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 Pit . 6:00 Pit DIRECTION START PEAK HR . . . . . . . . . .. VOLUMES ........... ...... PERCENTS. ...... FROM PEAK HOUR FACTOR PEOS. Right Thru Left Total PEDS. Right Thru Left .-._----.._--~---.__.__._-~-_.__.~--.__.--------_._------~------~--~---_.------------------_.-- North 4:00 Pit 0.95 0 140 578 206 924 15 63 22 East 4:45 Pit 0.81 0 174 779 238 1191 15 65 20 South 4:45 Pit o.n 0 100 779 407 1286 8 61 32 West 4: 45 Pit 0.93 0 162 662 208 1032 16 64 20 Entire Intersection North 4:45 Pit 0.95 0 141 541 192 874 16 62 22 East 0.81 0 174 779 238 1191 15 65 20 South 0.91 0 100 779 407 1286 8 61 32 West 0.93 0 162 662 208 1032 16 64 20 __. _.__ __JRillt.. __L:- A !l 7 - 1 F. '=I -- 4 n ? ? _______ ._--D.R=22=9 <; n 1 . 1 ,1 PM Pf"Il'1: APPENDIX C PLANNING APPLICATION WORKSfitgT ( ---------------------------------------------------------------------------------------------------------------------------------- . h. - SIPA (1985 HeM Signalized Intersections Planning Analysis) Version 2.0 , --------------------------------------------------------------------------------------------------------------------------- TERSECTION: Congress/Lantana DATE: 5/8/95 ANALYST: at TIME PERIOD ANALYZED: AM PEAK (7:30-8:30) PROJECT: LAWRENCE & HYPOLUXO CITY/STATE: CITY OF BOYTON BEACH OTHER PROJECT INFORMATION: EXISTING CONDITIONS " ---------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 783 99 230 230 112 112 I I I <--, v ,--) 99 460 224 / --------------------------------, <-, v v ,-) '-) 150 ^ WB ^--- TOTAL Ii 543 (---- 759 ^ . . . . . . 66 v .---. .---. \ ,-------------------------------- ^ ^------------ 150 (------------- 272 (------------- 271 ------------ 33 v ------------ 33 v N-S STREET: Congress Avenue E-W STREET: Lantana Road ^ 174 ------------^ ^ 173 ------------~ 512 -------------) 512 -------------) 154 ------------. v ^ 347 \ (-. (-. ^ 316 ^ 44 ---) 1525 ----) 1024 EB TOTAL v 154 72 71 360 360 / 143 676 44 (--. ^ .--) I I I NB TOTAL 863 ----^ ---------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------- EB LT = 174 NB LT = 72 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TB = 272 446 SB TB = 230 302 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER WB LT = 33 S8 LT = 112 1,201 TO 1,400 NEAR . TB = 512 545 HB TB = 360' 472 ) 1,400 OVER ,~~--------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 545 + N-S CRITICAL 472 = 1017 STATUS? UNDER t PLANNING APPLICATION WORK1~u~T __________________________________________________________________________________________________L_______________________________ . . SIPA (1985 HCM Signalized Intersections Planning Analysis) version 2.0 ---------------------------------------------------------------------------------------------------------------------------- Ihu,tU)ECTION: CONGRESS/WTAHA AHALYST: CPliA PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/23/95 TIME PERIOD AHALYZED: AM PEAK CITY/STATE: BOYNTON BElCH ------------------------------------------------------------------------------------------------~--------------------------------- SB TOTAL 832 107 244 244 118 119 I I I (--, v ,--) 107 488 237 / --------------------------------, (-' v v ,-) ,-) 158 ^ 1m ^--- TOTAL N 575 (---- 805 ^ . . . . . . 72 v .___e .---. \ ,-------------------------------- ^ ^------------ 158 (------------- 288 (------------- 287 ------------ 36 v ------------ 36 v N-S STREET: CONGRESS AVE E-W STREET: LANTAHA RD ^ 184 ------------^ ^ 184 ____________A 541 -------------) 542 -------------) 163 ------------. v ^ 368 \ ____A 1614 ----) 1083 EB TOTAL v 163 (-. (-. ^ 333 -------------------------------- ^ 48 / 151 713 48 ---) (--. ^ .--) I I I 76 75 380 381 NB TOTAL 912 ---------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------- NB LT = 76 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 472 S8 TH = 244 . 320 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER 1m LT = 36 5B LT = 119 .1,201 TO 1,400 NEAR TH = 542 578 NB TH = 381 500 ) 1,400 OVER '-- ._------------------------------------------------------------------------------------------------------~---------------------, EB LT = ImTH = 184 288 E-W CRITICAL 578 + N-S CRITICAL 500 = 1078 STATUS? UNDER ~ PLANNING APPLICATION WO~_ _GT .-------------------------------------------------------------------------------------------------~-------------------------------. SIPA (1985 HOM Signalized Intersections Planning Analysis) Version 2.0 .... ~~ECTION: CONGRESS/LANTANA ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/23/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BEACH ------------------------------------------------------------------------------------------------~--------------------------------- 651 650 181 182 296 ^ liB ^--- TOTAL N 1249 (---- 1675 ^ . . . . . . 130 v .---. .---. SB TOTAL 1664 I I I (--, v ,--) 354 947 363 / --------------------------------, (--- 354 v 297 v ,-) ,-) \ ,-------------------------------- ^ ^------------ 296 (------------- 625 (------------- 624 ------------ 65 v .------------ 65 v N-S STREET: CONGRESS AVE E-W STREET: LANTANA RD ^ 126 ------------^ ^ 126 ------------~ 445 -------------) 445 -------------) 193 ------------. v (-. (-. ^ ^ .-) ^ 252 \ ----^ 1335 ----) 890 EB TOTAL v 193 I / I 162 161 425 426 126 323 851 126 (--. ^ .--) I I I HB TOTAL 1300 EB LT = 126 HB LT = 162 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL liB TH = 625 751 SB TH = 651 813 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER liB LT = 65 SB LT = 182 1,201 TO 1,400 NEAR ~ TH = 445 510 HB TH = 426 608 ) 1,400 OVER '. ____________________________________________________________________________________________________________-----------______1 E-W CRITICAL 751 + N-S CRITICAL 813 = 1564 STATUS? OVER t PLANNING APPLICATION WORKuuiET .__________________________________________________________________________________________________L_______________________________. SIPA (1985 HCH Signalized Intersections Planning Analysis) Version 2.0 ---------------------------------------------------------------------------------------------------------------------------- Ihl~RSECTION: CONGRESS/LANTANA ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/23/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BEACH ------------------------------------------------------------------------------------------------~--------------------------------- 651 650 181 182 296 ^ 1m ^--- TOTAL N 1249 (---- 1675 ^ . : : 130 v 1---1 .---, SB TOTAL 1664 I I I (--, v '--) 354 947 363 / --------------------------------, (--- 354 v 297 v '-) ,-) \ ,-------------------------------- ^ ^------------ 296 (------------- 417 (------------- 416 (------------- 416 ------------ 65 v ------------ 65 v N-S STREET: CONGRESS AVE E-W STREET: LANTANA RD ^ 126 ------------^ ^ 126 -.----------^ 296 -------------) 297 -------------) 297 -------------) 193 ------------. v (-. (-. ^ ^ ,-) ^ 252 \ ----^ 1335 ----) 890 EB TOTAL v 193 162 161 425 426 126 / 323 851 126 (--. ^. .--) I I I NB TOTAL 1300 ---------------------------------------------------------------------------------------------------------------------------------- -------------~--------------------------------------- EB LT = 126 NB LT = 162 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 1m TH = 417 543 SB TH = 651 813 ------------------------------- -------------- OR OR OTO 1,200 UNDER 1m LT = 65 SB LT = 182 .1,201 TO 1,400 NEAR . TH = 297 362 NB TH = 426 608 ) 1,400 OVER '-. ._----------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 543 + N-S CRITICAL 813 = 1356 STATUS? NEAR t --. PLANNING APPLICATION WOR1~nEET ( ----------------------------------------------------------------------------------------------------------------------------------. SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 ~ .---------------------------------------------------------------------------------------------------------------------------- blr;RSECTION: Military/Lantana DATE: 5/8/95 ANALYST: at TIME PERIOD ANALYZED: AM PEAK (7:30-8:30) PROJECT: LAWRENCE & HYPOLUXO CITY/STATE: CITY OF BOYTON BEACH OTHER PROJECT INFORMATION: EXISTING CONDITONS ------------------------------------------------------------------------------------------------~--------------------------------- SB TOTAL 1674 116 373 373 373 219 220 I I I (--' v ,--) 1161119 439 / --------------------------------, (-' v v v '-) ,-) 202 ^ WB ^--- TOTAL N 525 (---- 845 ^ . . . : . 118 v .---. . . \ ,-------------------------------- ^ ^------------ 202 (------------- 263 (------------- 262 ------------ 59 v ------------ 59 v N-S STREET: Military Trail E-W STREET: Lantana Road ^ 152 ------------^ ^ 152 ------------~ 519 -------------) 519 -------------) 186 ------------. v (-. (-. ^ ^ ^ .-) ^ 304 \ / 185 808 122 1528 ----) 1038 EB TOTAL v 186 93 92 269 269 270 122 (--. ^ ,--) I I I NB TOTAL 1115 ----^ ---------------------------------------------------------------------------------------------------------------------------------- ---------------------------- ---------------------------- ----------------------------------------------------- EB LT = 152 NB LT = 93 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WBTH = 263 415 SB TH = 373 466 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER ~ LT = 59 SB LT = 220 . 1,201 TO 1,400 NEAR ~TH = 519 578 NBTH = 270 490 ) 1,400 OVER '-. -------------------------------------------------------------------------------------------------------~---------------------, E-W CRITICAL 578 t N-S CRITICAL 490 = 1068 STATUS? UNDER f ----~. PLAHlfING APPLICATION WOk., ..EET -----_____________________________________________________________________________________~______J________________________________ . . SIPA (1985 HeM Signalized Intersections Planning Analysis) Version 2.0 1.. ~tWECTION: MILITARY/LANTANA ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/23/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BEACH ------------------------------------------------------------------------------------------------~--------------------------------- SB TOTAL 1770 122 395 394 394 232 233 I I I (--' V '--) 122 1183 465 / --------------------------------, (-' v v v '-) '-) 214 ^ 1m ^--- TOTAL N 556 (---- 895 ^ . . --- . . . . . 125 v .---. .---. \ ,-------------------------------- ^ ^------------ 214 (------------- 278 (------------- 278 ------------ 62 v .------------ 63 v H-S STREET: MILITARY TRAIL E-W STREET: LANTANA RD ^ 161 ------------^ ^ 160 -----------~ 549 -------------) 549 -------------) 198 ------------. v (-. (-. ^ ^ ^ .-) ^ 321 \ ----^ 1617 ----) 1098 EB TOTAL v 198 99 98 284 285 285 129 / 197 854 129 (--. ^ .--) I I I HB TOTAL 1180 EB LT = 161 HB LT = 99 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 1m TH = 278 439 SB TH = 395 494 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER 1m LT = 63 S8 LT = 233 . 1,201 TO 1,400 NEAR -~ TH = 549 612 HB TH = 285 518 > 1,400 OVER '. ------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 612 + N-S CRITICAL 518 = 1130 STATUS? UNDER t PLANNING APPLICATION WORKSHEET _________________________________________________________________________________________________J________________________________ SIPA (1985 HeM Signalized Intersections Planning Analysis) version 2.0 " ---------------------------------------------------------------------------------------------------------------------------- INTERSECTION: Military/Lantana DATE: 5/8/95 ANALYST: at TIME PERIOD ANALYZED: PM PEAK (4:45-5:45) PROJECT: LAWRENCE & HYPOLUXO CITY/STATE: CITY OF BOYTON BEACH OTHER PROJECT INFORMATION: EXISTING CONDITONS ------------------------------------------------------------------------------------------------~--------------------------------- SB TOTAL 1255 159 266 266 266 149 149 I I I (--, v ,--) 159 798 298 / --------------------------------, (-, v v v ,-) ,-) 281 ^ 1m ^--- TOTAL N 825 (---- 1263 ^ . . : : 157 v .---. \ ,-------------------------------- ^ ^------------ 281 (------------- 413 (------------- 412 ------------ 78 v ------------ 79 v N-S STREET: Military Trail E-W STREET: Lantana Road ^ 91 ------------^ ^ 90 -----------=^ 312 -------------) 313 -------------) 174 ------------. v ^ 181 \ ----^ 980 ----) 625 EB TOTAL v 174 (-. (-. ^ ^ ^ .-) -------------------------------- / 212 861 103 (--. ^ .--) I I I 106 106 287 287 287 103 NB TOTAL 1176 EB LT = 91 NB LT = 106 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 1m Tn = 413 504 S8 Tn = 266 372 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER 1m LT = 79 S8 LT = 149 1,201 TO 1,400 NEAR r 13 Tn = 313 392 NB TH = 287 436 > 1,400 OVER ,----------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 504 + N-S CRITICAL 436 = 940 STATUS? UNDER ~ PLANNING APPLICATION WORK~aEET ,------------------------------------------------------------------------------------------~-------~-------------------------~-----. SIPA (1985 HeM Signalized Intersections Planning Analysis) version 2.0 ---------------------------------------------------------------------------------------------------------------------------- Ihu:.KSECTION: MILITARY/LANTANA ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/23/95 TIME PERIOD ANALYZED: PH PEAK CITY/STATE: BOYNTON BEACH ------------------------------------------------------------------------------------------------.--------------------------------- 168 282 282 281 158 159 299 ^ WB ^--- TOTAL N 873 (---- 1338 ^ . . . : . 166 v .---. ,---, SB TOTAL 1330 I I I (--' v ,--) 168 845 317 / --------------------------------, (-, v v v '-) ,-) \ ,-------------------------------- ^ ^------------ 299 (------------- 437 (------------- 436 ------------ 83 v ------------ 83 v N-S STREET: MILITARY TRAIL E-W STREET: LANTANA RD ^ 96 ------------^ ^ 95 ___________.A 331 -------------) 331 -------------) 186 ------------. v (-. (-. ^ ^ ^ .-) ^ 191 \ / 226 911 109 1039 ----) 662 EB TOTAL v 186 113 113 303 304 304 109 (--. ^ .--) I I I NB TOTAL 1246 ----^ ---------------------------------------------------------------------------------------------------------------------.------------ ---------------------------- ---------------------------- ----------------------------------------------------- EB LT = 96 NB LT = 113 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WBTH = 437 533 SB TH = 282 395 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER WB LT = 83 SB LT = 159 . 1,201 TO 1,400 HEAR 'TH = 331 414 NB TH = 304 463 ) 1,400 OVER 1_ ______________________________________________________--------------------------------------------------~---------------------, E-W CRITICAL 533 + H-S CRITICAL 463 = 996 STATUS? UNDER f PLANNING APPLICATION WORK~tlEET .__________________________________________________________________________________________________L_______________________________. SIPA (1985 HOH signalized Intersections Planning Analysis) Version 2.0 ---------------------------------------------------------------------------------------------------------------------------- Iltlr;RSECTION: BYPOLUXO/LAWRENCE ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BCD ------------------------------------------------------------------------------------------------~--------------------------------- SB TOTAL 231 46 106 79 I I I (--, v ,--> 46 106 79 / --------------------------------, (-' v ,-> 95 ^ WB ^--- TOTAL N 556 (---- 721 ^ . . . : . 70 v '___I .---. \ ,-------------------------------- ^ ^------------ 95 (------------- 278 (------------- 278 ------------ 70 v N-S STREET: LAWRENCE RD E-W STREET: BYPOLUXO RD ^ 65 ------------^ 574 -------------> 574 ----------.--> 463 v 111 ^ 65 \ ----^ 1213 ----> 1037 EB TOTAL v 111 (-. 121 ^ 101 ---> 78 222 / 78 121 101 (--. ^ .--> I I I DB TOTAL 300 ---------------------------------------------------------------------------------------------------------------------------------- -~--------------------------------------------------- . DB LT = 78 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 343 SB TO = 106 184 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER WB LT = 70 SB LT = 79 1,201 TO 1,400 NEAR 'TB = 574 644 DB TB = 222 301 > 1,400 OVER '-- --------------------------------------------------------------------------------------------------------~---------------------, EB LT = WBTB = 65 278 E-W CRITICAL 644 + N-S CRITICAL 301 = 945 STATUS? UNDER t PLANNING APPLICATION WO~,~dEET .------------------------------------------------------------------------------------------~------~--------------------------------. SIPA (1985 HeM Signalized Intersections Planning Analysis) version 2.0 ----------------------------------------------------------------------------------------------------------------------------- J... _ ..RSECTION: HYPOLUXO /LAWRENCE ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BCD ---------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 289 49 134 106 I I I <__I V '--) 49 134 106 / --------------------------------, <-' v '-) 120 ^ WB ^--- TOTAL N 599 <---- 793 ^ . . . : . 74 v .---. . . \ 1______-------------------------- ^ ^------------ 120 <------------- 300 <------------- 299 ------------ 74 v N-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD ^ 69 ------------^ 619 -------------) 619 ----------.--) 494 v 125 ^ 69 \ ----^ 1307 ----) 1113 EB TOTAL v 125 <-. 148 ^ 107 ---) 94 255 / 94 148 107 <--. ^ .--) I I I HB TOTAL 349 ---------------------------------------------------------------------------------------------------------------------------------- EB LT = 69 HB LT = 94 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 300 369 SB TH = 134 228 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER WB LT = 74 SB LT = 106 1,201 TO 1,400 HEAR ...~ TH = 619 693 HB TH = 255 361 ) 1,400 OVER -------------------------------------------------------------------------------------------------------~----------------------, E-W CRITICAL 693 + H-S CRITICAL 361 = 1054 STATUS? UNDER t PLANNING APPLICATION WO~~~JET --------------------------------------------------------------------------------------------------~------------------------------- . . SIPA (1985 HOM Signalized Intersections Planning Analysis) Version 2.0 1.._..&<SECTION: HYPOLUXO/LAWRENCE ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BCH ---------------------------------------------------------------------------------------------------------------------------------- S8 TOTAL 292 99 105 88 I I I (--' V '--) 99 105 88 / --------------------------------, (-' V '-) 118 ^ WB ^--- TOTAL N 1124 (---- 1376 ^ . . . . . . 134 v .---. .---, \ ,-------------------------------- ^ ^------------ 118 (------------- 562 (------------- 562 ------------ 134 v N-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD ^ 71 ------------^ 458 -------------) 458 ----------.--) 354 v 104 ^ 71 \ ----^ 987 ----) 812 EB ---- . TOTAL v 104 (- . 152 ^ 91 ---) 93 243 / 93 152 91 (--. ^ .--) I I I NB TOTAL 336 ---------------------------- . EB LT = 71 NB LT = 93 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 562 633 S8 TH = 105 198 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER WB LT = 134 S8 LT = 88 1,201 TO 1,400 NEAR . "1\ TH = 458 592 NB TH = 243 331 ) 1,400 OVER '.. -----------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 633 + N-S CRITICAL 331 = 964 STATUS? UNDER t PLANNING APPLICATION WOk JET .-------------------------------------------------------------------------------~-----------------r-------------------------------. SIPA (1985 HCH signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- ... .<SECTION: HYPOLUXO/LAWRENCE ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BCH ---------------------------------------------------------------------------------------------------------------------------------- I . 105 136 119 150 ^ WB ^--- TOTAL N 1202 (---- 1493 ^ . . . . . . 141 v .---. .---. S8 TOTAL 360 I I I (--, V ,--) 105 136 119 / --------------------------------, (-' v ,-) \ ,-------------------------------- ^ ^------------ 150 (------------- 601 (------------- 601 ------------ 141 v N-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD ^ 75 ------------^ 498 -------------) 499 -------~--.--) 379 v 120 ^ 75 \ ----^ 1072 ----) 877 EB TOTAL v 120 (-. 185 -------------------------------- ^ 96 / 113 185 96 ---) (--. ^ .--) I I I 113 281 NB TOTAL 394 ---------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------- EB LT = 75 NB LT = 113 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 601 676 58 TH = 136 249 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER WB LT = 141 S8 LT = 119 1,201 TO 1,400 NEAR -"l\ TH = 499 640 NB TH = 281 400 ) 1,400 OVER '. -----------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 676 + H-S CRITICAL 400 = 1076 STATUS? UNDER : . : ..: PLANNING APPLICATION WOR.. _JET .--------------------------------------------------------------------------------------------------~-------------------------------. SIPA (1985 HeM Signalized Intersections Planning Analysis) Version 2.0 L. -,-rtSECTION: HYPOLUXO/CONGRESS ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BCH 87 271 270 215 112 ^ 1m ^--- TOTAL N 529 (---- 735 ^ . . --- . . . . . 94 v .---. .---. SB TOTAL 843 I I I (--, V ' --) 87 541 215 / --------------------------------, (-' v v '-) \ ,-------------------------------- ^ ^------------ 112 (------------- 265 (------------- 264 .------------ 94 v N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD ^ 158 -----~------~ 469 -------------) 469 -------------) 186 ------------. v (-. ^ ^ .-) ^ 158 \ / 207 424 163 1282 ----) 938 EB TOTAL v 186 207 212 212 163 (--. ^ .--) I I I HB TOTAL 794 ----^ EB LT = 158 HB LT = 207 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 1m TH = 265 423 SB TH = 271 478 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER WB LT = 94 SB LT = 215 . 1,201 TO 1,400 NEAR --, TH = 469 563 HB TH = 212 427 ) 1,400 OVER '. .-----------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 563 + N-S CRITICAL 478 = 1041 STATUS? UNDER ~ PLANNING APPLICATION WO~tlEET --------------------------------------------------------------------------------------------------~------------------------------- . . SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 I~I~RSECTION: HYPOLUXO/CONGRESS ANALYST: CP&A PROJECT: 950404 OTllER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BCH ------------------------------------------------------------------------------------------------~--~------------------------------ SB TOTAL 902 104 286 285 227 I I I (--, v ,--) 104 571 227 / --------------------------------, (-, v v ,-) 118 ^ WB ^--- TOTAL N 576 (---- 793 ^ . . --- . . . . . 99 v ,---, .---. \ ,-------------------------------- ^ ^------------ 118 (------------- 288 (------------- 288 ------------ 99 v N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD ^ 178 ------------~ 502 -------------) 503 -------------) 206 ------------. v (-. ^ ^ .-) -------------------------------- . ^ 178 \ / 230 448 172 1389 ----) 1005 EB TOTAL v 206 230 224 224 172 (--. ^ .--) I I I HB TOTAL 850 ----^ EB LT = 178 HB LT = 230 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 288 466 SB TH = 286 516 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER ~ LT = 99 SB LT = 227 .1,201 TO 1,400 NEAR TH = 503 602 HB TH = 224 451 ) 1,400 OVER '--- -------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 602 + N-S CRITICAL 516 = 1118 STATUS? IJHDER t ~ PLAHHING APPLICATION WO~nEET .__________________________________________________________________________________________________l_______________________________. SIPA (1985 HeM signalized Intersections Planning Analysis) Version 2.0 ---------------------------------------------------------------------------------------------------------------------------- Ihd.KSECTION: HYPOLUXO/CONGRESS ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYlfl'OH BCH ------------------------------------------------------------------------------------------------~~-------------------------------- S8 TOTAL 874 141 271 270 192 I I I (--' V ,--) 141 541 192 / --------------------------------, <-' v v ,-) 174 ^ we ^--- TOTAL N 779 (---- 1191 ^ . . . : . 238 v .---. .---. \ ,-------------------------------- ^ ^------------ 174 (------------- 390 (------------- 389 ------------ 238 v N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD ^ 208 -----------~ 331 -------------) 331 -------------) 162 ------------. v (-. ^ ^ .-) ^ 208 \ / 407 779 100 1032 EB TOTAL v 162 407 389 390 100 (--. ^ .--> I I I HB TOTAL 1286 ----^ ----) 662 ---------------------------------------------------------------------------------------------------------------------------------- ----------------------------~------------------------ EB LT = 208 NB LT = 407 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL we TH = 390 598 S8 TH = 271 678 ----------.--.----------------- -------------- OR OR 0 TO 1,200 UNDER we LT = 238 S8 LT = 192 . 1,201 TO 1,400 NEAR "\ TH = 331 569 HB TH = 390 582 > 1,400 OVER '-. -------------------------------------------------------------------_._----------------_.-----------------~---------------------, E-W CRITICAL 598 t H-S CRITICAL 678 = 1276 STATUS? NEAR t PLANNING APPLICATION WO~",dEET ._________________________________________________________________________~_______________~_______L______~--_______________________, SIPA (1985 HeM Signalized Intersections Planning Analysis) Version 2~0 ----------------------------------------------------------------------------------------------------------------------------- INTERSECTION: HYPOLUXO/CONGRESS ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BCH -----------------------------------------------------------------------------------------------~--~------------------------------- SB TOTAL 937 163 286 285 203 I I I (--, v ,--) 163 571 203 / --------------------------------, (-' v v ,-) 184 ^ 1m ^--- TOTAL N 842 (---- 1277 ^ . . --- . . . . . 251 v .---. .---, \ ,-------------------------------- ^ ^------------ 184 (------------- 421 (------------- 421 ------------ 251 v N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD ^ 233 ------------^ 359 -------------) 359 -------------) 183 ----~-------. v (-. ^ ^ .-) -------------------------------- . ^ 233 \ ----^ 1134 ----) 718 EB ---- . TOTAL v 183 / 442 823 106 442 411 412 106 (--. ^ .--) I I I NB TOTAL 1371 ---------------------------- . ---------------------------- . ----------------------------------------------------- EB LT = 233 NB LT = 442 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL ImTH = 421 654 SB TH = 286 728 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER _ 1m LT = 251 SB LT = 203 1,201 TO 1,400 NEAR 'B TH = 359 610 NBTH = 412 615 ) 1,400 OVER 1._____-----------------------------------------------______________________________________________________.___.~_________________' E-W CRITICAL 654 + N-S CRITICAL 728 = 1382 STATUS? NEAR *