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TRAFFIC STUDY (OCT 1997) " LAWRENCE AND HYPOLUXO COMMERCIAL CENTER TRAFFIC STUDY PALM BEACH COUNTY, FLORIDA JO"lyq1 Robert Carn ell, P.E. Florida Registration No. 26732 Canlahan-Proctor & Associates, Inc. 6191 West Atlantic Boulevard Margate, Florida 33063 (305) 972-3959 FAX (305) 972-4178 October 15, 1997'. (Note: Revision of Prior Study to Incorporate a Land Use Modification 18 KSF Retail to 15.56 KSF Retail and 2.94 KSF Convenience Store) Prior Study prepared by Kenneth J. Cox, P.E. # 46572 ill ~ n~ In III ~ ~ ,\.rJ\ ",,T 2 3. 1 . I --" \NnlNG ~NO . .;",,1\-: DEPT. TABLE OF CONTENTS INTRODUCTION STUDY OBJECTIVE TRANSPORTATION ANALYSIS Project Trip Generation Study Area Existing Conditions Future Roadway Improvements Development Access Background Traffic Project Traffic Distribution & Assignment Future Traffic Level of Service Analysis Test I - Link/Buildout Test Alternative Test I Test 2 - Model test Pa$!e I I 3 3 3 5 5 5 5 10 10 14- 14- 14, 15 & 16 16&17 CONCLUSIONS & RECOMMENDATIONS 17 INTRODUCTION DeSanti & Associates retained Carnahan-Proctor & Associates, Inc. to evaluate the traffic impact associated with the proposed Lawrence and Hypoluxo Commercial Center. The Development Site is about 8.3 acres and located in the southeast quadrant of the Lawrence Road and Hypoluxo Road intersection. Figure 1 depicts the general location of the site. This was the former location of the Living Color Nursery Retail and wholesale garden center until December of 1989. The proposed site modifications consist of the followings type and gross floor area of building space: . 15,560 Square Feet (S.F.) of general retail . 2,940 S.F. Convenience Store with Gas Pumps . 3,800 S.F. of bank with drive-through . 7,200 S.F. of fast food restaurant with drive-through Site access will be by driveway connections with Lawrence and Hypoluxo Road. STUDY OBJECTIVE This traffic impact study has been prepared following Section 7.9 (Traffic Performance Standards) which amends the previously adopted 1990 Countywide Traffic Performance Standards Code (Ordinance 90-40). These Standards require development to meet two "tests". Test I, Link Buildout Test, requires that total traffic on any roadway 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 (-- /~ ~ I I . :--- CRESTHAVEN --- I .." I- ~l a:. -, 0 ~ .... ~ I01'h AVE HORT i a:: I- 0 . U'l ... I a:: 0 ";) 0 . ~ 0 <0( I .... 0 0 ~ z a:: a:: : - L KE WORTH ROAD a.. .... _r- U'l ... W ~' " -' 0 - 0<( ~ I :t: 0 a: a: .... I ... ~ MElALEUCA lAN~ > ><: <0( a: :t: - ~ -L tth \oJ ~lAlEUCA LANE '" "" - -' AV S. \ Q. 0 Z 00( .c a: 0 a:: I :::J a: l- I- I C) >- I 0 a:: ) "") <0( I I- 0 I - ~ ..J 0 I LANTANA ROAD :i a: lANTANA ROAO \ I PROJECT~ -......... I I LOCATION - '"IIIIl . l I I c>n&n ~POLU1CO ROI uvom llyn I I . I >- II> ... .c II> C) It'l' 3= 0 UI 0 :t: 0 a:: ~I <:J -c -c <:J a: In 0 0 % -. ;: a:: .c a:: 0 I c u "'INER~ "'[NER RO <:J .... I a: 0 u I 0 ..., % ..J .... I ... CHAt.. ~\.."Q 1i " I ~r 7 .c - - -' /" ! G,\TEWAY . BLVO J . \ I j - I CANAL BOYNTON if , ( . ... BOYNTON RD ! BL VO .... "\. BOYNTON BE.A.CH I ..J I .c ..../ a: ~I I- -I ,.. j a:: -c RD I- - WOOLBRIGHT ~ I -' I '::0 -- , I ~ LOCATION MAP FIGURE - ~ .IJI) ASsa:IATES. lit. / ..... ClJISILTIIIi EJCllEERS .... SURVEYORS LAND OEVELOPUENT CONSULTANTS PL....NNERS N.T S. ..~. .... A.'~'O .'.d. (.2CSI."2'-~.~' "AX, .T2.~IT. war~.. ~lor'OQ 33D.~ r \~ TRANSPORTATION ANALYSIS Project Trip Generation The traffic to be generated by the proposed development is based on the trip generation 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. Convenience market with gas pumps daily trips comes from study by the University of Florida. General Commercial Retail (15,560 S.F.) Total Daily Trips = Ln(T) = 0.625 Ln (X) + 5.985 Total Daily Trips = 2,209 tpd Less 44.70% Pass-By Trips = (987) tpd Net Daily Trips = 1,222 tpd Bank with Drive Through (3,800 S.F.) Total Daily Trips = 3,800 S.F. * 265.21 K.S.F. = 1008 tpd Less 46% Pass-By Trips = (464) tpd Net Daily Trips = 544 tpd Fast Food Restaurant with Drive Through Total Daily Trips = 7,200 S.F. * 632.12 K.S.F. = 4,551 tpd Less 30% Pass-By Trips = 1,365 tpd Net Daily Trips = 3,186 tpd Convenience Store with Gas Pumps Total Daily Trips = 3,535 S.F. Less 74% Pass-By Trips = 2,616 tpd Net Daily Trips = 919 tpd Subtotal = (1,222) + (919) + (3,186) = 5,871 trip ends Internal Site Trip Ends 5% (5,891 Trip Ends) = 294 Total Vehicles Entering and Leaving Development = 5,577 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 5,577 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 ~LAlEUCA LANE 0 < 0 0:: C) 0 .., lANTANA ROAD L KE WORTH ROAD Cl < o 0:: ~ 0:: ~ I.U ::J Z LLI > < MELALEUCA -I < 0:: ~ >- 0:: < ~ C) < o 0:: , I , , , ( , I , ...L , I , I , Cl < o 0:: Lt'l' en, .:, BOYNTON CANAL I , LEGEND: EFFECTED ROAOWAY LINK 1IIIIIIII STUDY AREA N.T S. STUDY AREA (RADIUS OF DEVElIJPIIENT INFWENCEJ _ CMIIUI=~1Ii 1,.;:AlES. U[. SURVEYORS LAHO DEVELOPIENT CONSULTANTS FIGURE (fD PLAM€RS 2 61'1 .... ..ran.ro Siva. C~D~J"2.39~' ('AMI 'TZ-~17. ~Qo... "~'dG 330.~ ~.,... ....--...-..-..-..-...-- Existing Conditions Existing traffic counts were obtained from the Palm Beach County Metropolitan Planning Organization for 1994-95. Figure 3 shows the available traffic counts for the roads within study area. The existing number of lanes for the roads 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 the sources for the funded roadway improvements expected to be completed by the developments build out year. Gateway Boulevard is funded for a future improvement from 2 lanes to 6 lanes divided. This study will depend on this improvement. Development Access Development access will be driveways connecting to Hypoluxo Road and Lawrence Road. Hypoluxo Road at Lawrence Road location is a four lane divided arterial with exclusive left-turn and exclusive right-turn lanes. Lawrence Road northbound direction, south approach, consists of a single left-turn lane and a through and shared right-turn lane. The southbound direction, north approach, consists of one through lane and exclusive left and right-turn lane. Background Traffic An analysis of background traffic growth was conducted for the radius of development influence using the latest available growth rates provided by Palm Beach County. The compound growth rates are estimated using the increase/decrease of average daily traffic over the most recent three- year period. Palm Beach County requires engineering judgment be exercised in applying historical growth rates. Table 1 summarizes the growth rate analysis. In addition to the compound growth rates, the study consider all major projects that could have an impact on the roadway network within the study area. Palm Beach County "Major Projects Map" was the source for the location of these projects. No major projects were identified within the study area. Figure 5 is a roadway network map annotated with the total background traffic within the study area. 5 -1 - <: a:: I- ,.., 1O 01 >- 0 a:: ,.., <: I- -J :::::E 28169 >- II( c MELALEUCA LANE Cl <( 0 a:: Cl 0 J LANTANA ROAD -< 23140 :> ~12269:1 ROAD '....;: >- > HYPOLUXO ....:: 12693 o <: o a: 0 <: N 0 r- c:: 0 ,.., <D N <D L.L.I co U r- Z UJ a:: ~ <( -1 c:) o J GATE.WAY ~ >- 142\9 BOYNTON L KE WORTH ROAD o <: o a:: ~ a:: ~ lLl :::J Z UJ > <( MELALEUCA Cl ~ o cr: 30439 I I I , I \l'll al, ..:., I I I I I I I III III L.L.I a:: c:) z o u lLl Cl o - a:: BLVD ~ ~ 21190 CANAL ( EXISTING TRAFFIC ~ FIGURE _ ~JIi~=TB. ItE. SURVEYORS LAND DEVELOP~T CONSULTANTS P1...AHHERS 3 N:r S. ..WI .... A.IQn.ra alvq. (3Q~"72-S'5. ('AX) '72-~IT. wor~.. 'I~'oa 3~O.3 'lU. ,. .....OJeo....'Ioa......,.".........401 QAtE, '-lpr".~ 12,,41 ( TABLE 1 ANALYSIS OF AVERAGE TRAFFIC GROWTH RATE "',i'!~i'B~il~i!:II!i,i'I!:lii!,,'i,:!lli;I!II!i!'lli!:li!i'!":!'i!lllli~~I~m~~,I!!ii~!! "J;I,l'III~!li~I;I:,':,'illlillil:'i'IIIII" '!!'MI!: 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 10,91 1 0.59% Military Trail Melaleuca Ln. Lantana Rd. 24,930 31,977 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 30,677 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% i:lsxcel5\meslalllmisctraNw-IlYP02.x1s . I L KE WORTH ROAD t.ELALEUCA LANE ....J 0 < < 0 a: a: ~ Cl >- 0 a: -, < ~ ....J LANTANA ROAD ~ o < o a: :..:: a: :..:: w => z w > < t.E:LALEUCA ------ 0 .q 0 0: . 1 . 1 . 1 . 1 . I . III W 1 III Cl . UJ 0 It'll a: O"l. C) a: ':1 z 0 . (.) MINER 1 . 1 . I I I .-.-.-.- SLANE ARTERIALS et 01 SLANE .. LANE 2 LANE ~ EXISTING LANE GEOMETRY FIGURE NJ" S. a CAIIUHAI-PIUTlIl All) lSSOCIATIS. III:. ~ aJISIl T111i [!GUIERS SURVEYORS LAHO OEYELOPiENT CONSULTANTS 4 PLANtERS &"1 .... ..'an.fC Sl~d. c 305 1'72-]'5' C~A.) 97Z-~17. ~oo~.. ~lorfdO 330.3 .,.... --'---'.-.---- (' L1KE WORTH ROAD ( 0 w < ~ 0 Z a: I.JJ > ~ < a: MELALEUCA MELALEUCA LANE ~ Cl < 0 a::: <.:l 0 ~ C '"'t" 29992 0 LANTANA ROAD ::E < :> a: -< 24637 :> 32409 HYPOLUXO <: ::> < :>- 13514 <n 0 Vl < l.U 0 0 0:: 0:: < <:) 0 :z ~ a:: 0 0 lil U J r- L.lJ ,.., U <Xl Z I.JJ 0:: 3: < ...J , GATEWAY BLVD I , 15139 ~~ 22561 I >E: >- .: >- , CANAL .J--=- BOYNTON " r ( LEGEND: < 395 :> TOTAL BACKGROUND TRAFFIC ~ BACKGROUND TRAFFIC FIGURE N:r S. SURVEYORS fJ CAIINUWI-P!D:Tl All) ASSOCIATES. 11& ClJW.TIIIi ElliUIERS LAND DEVELOPWEHT CONSULTANTS PLAHNERS 5 .1" .... A.I~lo alvd. (~OSJ.TZ-~.~' (~4.' .T2-4.7. ~O~.. "~fdO 3~Q.~ "LE, r. \olr'of_"."-'.""rJIIe'ua.e.~ DArt. ......'" 12...r Project TraffIC Distribution and Assignment Distribution of project trips came from proportioning trips by using the Palm Beach County Metropolitan Planning Organization's socioeconomic data and knowledge of the area. The socioeconomic data are available through the "ZDATAl files" of the Urban Area's Transportation Models for all zones within the study area. The generation files include all single and multi family development within the study area. Residential land use was the basis for distribution of trips. Non-home based trips were considered significant for this area. The following distribution was obtained: TRIPS DISTRIBUTION DIRECTION North South East West PERCENTAGE 27% 33% 24% 16% The distribution rates came from 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 minimum travel time that drivers would more frequently favor in their route solution. Figure 6 reports the assigned project to the area's roadways. Four access driveways are proposed. Three will be limited to right entry and exit: one intersection with Lawrence Road and two intersections with Hypoluxo Road. The fourth driveway will be the eastern most entry and exit access point and will have full access. That is, the intersection will have an eastbound right turn lane and a westbound median left turn lane and the exiting vehicles may turn left to go west on Hypoluxo Road. The traffic volume using the driveways by direction are related to the trip distribution are related to the trip distribution and site circulation. Twenty percent (20%) of the development entering traffic will likely use the westbound left turn lane for entry, that is 80 vph during the AM peak hour and 70 vph during the afternoon peak hour. During the PM peak hour the median opening would serve 110 vph development generated eastbound-to-westbound "U-turn" and 48 vph outbound "Left-Turns." Future Traffic Figure 7 confirms the total 1996 traffic volume for the commercial development. The total traffic volumes 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 served as the basis for determining level of service compliance. 10 L KE WORTH ROAD Cl 1..&.1 ~ => 0 z a: LaJ > X ct MELAlEUCA 0: t..E:lALEUCA LANE x -J Cl ct 0 0: C) 0 -, ~ 286 468 LANTANA ROAD C .C :. c =- 106 393 HYPOLUXO ROAD ~ >' \7\ LaJ c C) ct Cl U"II 0 0 - en, 0: ct "'I' 0: ~I 0 N C) 0: "'I' R 0 I"'l .., I.&J U N Z t.&J 0: ~ ct -' GATEWAY BLVD ~ ~ ~ :.r- .456 683 BOYNTON CANAL I f LEGEND: c ]CJS . PROJECT TRIPS ~ PROJECT TRAFFIC 1ft C8IIAII-PIUTIIIIIJ ASSOCIAlIS. nc. P aIISIllllC EIiUfERS SURVEYORS LAND DEVELOPWENT CONSULTANTS PLANNERS NJ5. 6'91 w... A~lon?lc Blvd. (305'972-3959 C~A~J 9?2-~178 ~oa?. Flortdo 330~3 FIGURE 6 C'IIC'_ ...._...._..........-.._-.. t.E.LALEUCA L KE WORTH ROAD LANE Cl cot o a: ::.:: a: ::.:: I..LI ::J Z I..LI > cot t.€LALEUCA -J Cl < o a: C) o -, ROAD Cl cot o a: Cl < o a: I..LI e,:) Cl a: Inl 01, ':'1 C) o -, MiNE.R BLVD BOYNTON GATEWAY 15595 47500 23244 47500 CANAL I ( LEGEND: 1236181 .23618 . TOTAL TRAFF Ie . EX I 5T. LOS 0 VOLUII.lE ~ TOTAL TRAFFIC FIGURE N.T .5. a CIIIIIIIM.PlD:TII. AMIATES. 11[. ~ 01l5l1llli [lilI((AS SURVEYORS LAND DEVELOPUENT CONSULTANTS 7 PLANNERS a.,1 .... A~'on.lc Blvd. C305t972-3959 (FAX) 9T2-~IT8 Wo~OOT.. FlorfdO 33063 CIIC'. ....~...'-+_.....I.~I._...-.. 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 adopted level of service for Test 1 or Alternative Test 1 and Test 2. The following details the analyses for each tests. Test 1 - Link/Buildout 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 I % 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 lA of the Palm Beach Traffic Performance Standards. 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 Avenue . Hypoluxo Road from LawrenceRoad to Congress Avenue . Congress Avenue from Hypoluxo Road to Miner Road However, the project traffic for Congress Avenue, 241 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 Avenue fail Test 1 and the project traffic is more than the allowable 1/5 of 5% rule. Alternate Test 1 was analyzed for these segments to determine if improvements are needed due to the project traffic. Alternate Test 1 Alternate Test I was conducted for the segment of Lantana Road from Military Trail to Congress A venue, and Hypoluxo Road from Lawrence Road to Congress A venue. 14 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 links were analyzed for existing and future conditions. The peak season traffic counts for Lantana Road east of Military 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. 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 The maximum peak hour, peak season, peak directional volume does not exceed the 2210 vph threshold. Therefore, the link capacity requirements for Lantana Road and Hypoluxo Road are satisfied. Turning movement counts were obtained for the intersection of Lantana RoadlMilitary Trail and Lantana Road/Congress A venue. Turning movements were also obtained for Hypoluxo Road at Lawrence Road and Hypoluxo Road at Congress Avenue. Intersection planning capacity 15 analyses were conducted for existing peak hour turning movement counts and projected future turning movement volume 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. These intersections will operate with the following critical volumes: INTERSECTION ANALYSIS Locations Condition Peak Hour Sum Critical Volumes AM 1017 PM 1564 AM 1078 PM 1356 AM 1068 PM 940 AM 1130 PM 996 AM 945 PM 964 AM 1054 PM 1076 AM 1041 PM 1276 AM 1118 PM 1382 Lantana/Congress Existing Existing Future Future LantanaIMilitary Existing Existing Future Future H ypoluxo/Lawrence Existing Existing Future Future Hypoluxo/Congress Existing Existing Future Future From the above tabulation, the subject intersections do not exceed the maximum allowable 1400 sum of critical volume. 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. Test 2 - 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 forecasted traffic volume as 16 assigned by the urban model on the future 2010 roadway network. 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 1/5 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. From Table 2B of the code, the maximum radius of development influence for the generated 5,577 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 of Roadway Segments Failing Test 2 was reviewed and no roadway links fail Test #2 within 2 miles from the site. The proposed development passes Test #2. CONCLUSIONS AND RECOl\1MENDATIONS From performing Test 1, Alternate Test 1 and Test 2 the proposed development conforms with the 1990 Palm Beach Countywide Traffic Performance Standards. We recommend 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 i :\word6\alt\hypolawrJaw-hypJ.doc L APPENDIX A Volume R~p0rt with 24 Huur Ig~nl~ Pac. 1 ~**~*~*~.~~*****************~~~~~~~~**~~*~~****~~***~*******~*~*6*****~~**i~*~~* <ita rile _Lat i.Oll ~ .' , n t i fic:.1 t i (> 11 . i.' t d a t to t..:,p d~te C'ity/To\oJll L'J';-:ltivl1 DOI04.013.PRN 000000004605 000000000002 J\;tu I" 9.. .Jnn 5, 9.'. CHARLES RA.LPH LANTANA. RD. 200' J.nr.c:1.'v~1 Start time St.op ti.m2 CO\.\1llY R or MILITARY TR. ~ 5 ID i Illi i. \-~ " O'~: 30 09:.30 -r.B. **~********~**********~~**~****~**~*******~~**~**~******~*~**~~***~~*~*~~*~*~** no1 TIJll~ J"'11 .'t/Jan 5 00 O~ Eastbound V01Uill~ fo~ Lane 1 07 -------------------------------------------------------------------------------- .lS 30 4 S 00 11' Toud 1.5 20 10 11 56 01 (j 1.3 15 41 7 , 4 t~ 10 .3 OJ 29 04 U 7 13 11 05 21 46 7'1 70 209 au 95 172 236 280 379 389 ~02 391. 7lJ:1 1561 (jO 3n~ ..,....." ...tV' 300 236 .. ,.,,, .. ~ ~ ~ ~'. 09 20!1 1., , I J. 200 180 755 ,.., 1 <; ~.'- .., 185 209 207 ::: 1 E, 10 11 200 202 203 218 323 ._------~-------------------~_..----------_.._---~---------------------------~..--- :!2 23 EuJ Tiille 15 30 .+5 OC 12 1 n, ~U"" 203 219 219 Ilr T,jtlll 825 .1.:1 221 197 20~ 221. n.r ., 'J -.. .,1 21 1/, .,..., _ .1_ 277 265 23:' 1009 15 259 ,." , ':'.1.'+ Z2[l 2G1 96:, n ,.. n V 22 ., , .;.J. 17 25!, :U.9 23'. 22 (I- 961 18 245 ." ., n ~ .' (J 13::1 1913 369 19 155 1 , " .I.'! V 115 112 -?') ~-- 10 85 10G 7 .', 7:; 340 21 103 30 7 ~1 77 .3,~ 7 2.')8 77 G9 57 55 43 2-1 , .., ..., 25 62 1 " Ja t) 2.3 (, 2)9 269 .....,.. .i-....J 991 ------------------------~------------------------------------------------------- lJ~ U~ur Tot~l 14~~~ peak hour be:;ins : 07:15 AN p~ak volulI....: : 1~(':, rp.ak hOUl' L....:tOi: : O,f)7 ~~ r~ak hour bQglns : 1~:15 PM ~~Hk volum~ : 1036 Peak hour f~ctoc ; O.9~ ~~*~~***********~*********~*~*~***~*~***~~******~**********************~~~~*~~~ J .:1 11 .', ;.T oS 11 5 W~stbuuud Volume for Lail~ 2 c.nd. Time ... - .. --------------------------------------------------------------------------- 10 1 ' .. .. 15 JO '15 00 "" V \.1 33 .,,, .J\) 23 17 H t. T..., t :.;\ 1 lOG C 1 2:! 1 " 17 13 64. 02 1 ., .1.) n \I ... . .).. 0.3 7 () " .., _v ,.. , V04 " OJ 6 S ., -' "., ...J .J 05 9 7 14 17 01} , ... Q) ~) 0 1 t (. 1:37 4CG 07 161 208 219 2213 81G Og 1.77 16 :. 182 170 69J oq 162 1G1 1~9 167 (.50 164 174. ., 1 ... _ L .r 1n.. v,J 7JG 1~4. 170 , f)" ~IJ : 209 7GC End TIme --------------------------------.----------------------------------------------- 22 ,.,., ..oJ I 5 ..." ..J\,' :, :') 00 11 190 223 206 t I"\.~ I 'J Hr Tot.;!l 813 13 221} 2 (~ '3 22/, 2.3 :) t"\'""~ ?J .' 1 , .I." 2~1 Z(ln 20.1 3.'10 1.'; 265 305 313 JO(, 1 (, 3S;, 32 C, .329 J71 n '.' 22 13 ""(1 ..':' .. ,.,,,,, ~V.l 230 230 lC50 1189 1381 1620 104.~ 9 3" c..' 19 ".., ? ....-... 163 1..56 147 683 20 1.39 129 117 1 , " .L .... 527 21. 1 ' n J.." I) 150 116 ]1 n 324 10:1 76 91 66 3H. fdl 61 58 42 ------------_. ._-_.---------------_._-__..~.,-------------------------------~-----_..- ",,'" --:' 1)1 17 "12."1 .~ 31 .+18 J55 24 Huu~ Total : 147~6 AM pC3k }10UC besln~ : 07:15 AM IJ~dk ~~lUlll~: OJ2 Pc~k l!our [acL~r : O.~l rQ~k hour begln~ : 16:4~ PM p@ak volume : IG~4 Peak huur factnr : O.~S ~~*~****~*~*****~****~***~~**~~*~*******~~~~~*~~~*~~~~~~~~~~~~~***~~****~~~+.~~~* 60/~0'd 0~~S 8~p ~OP c;c;cc;;;;;z;;;zc;;;;;cc;;;;;;;c;;;;; S~:9! S66!-6!-~~ V oIl! m Eo R p. P I) r t: ;"r i 1. h :!!, 11..11l1~ To L i:\ 1 ~ F ,~ I!' .., 2 *~~~~~~~~~"~.~~~h~.~~.~h'~~~~~~~~~~.~'~~~~'~~~~~'~h+~~:b~~~A.~..~~~~~~~~~.~++~.~~~~~,~~~~~~~ ._~ ..... .,....,. r.. ,........... ....... -'.........., A .. .... r .. .\ '. o. ", ,. .,. . " .. '. .~... ")("""'. ," .... ,', ,. o. .. ... :C' 41. ...,.. "" ..... ..... '" ata Pil~ .' t..1 L i () n T / . '1 t .i. [ .i. o:~ a t ,i <:1 n lo.t cl::lt~ top da\;.~ Ci.tj'/T'Jwn ~ocat. i.'.)n D010.+018.1-'RN 000000004605 00(101)(1000002 Jan 4, 9~ Jan 51?~ CI-lA~LE3 RAL::.'H LA~n'ANA RD. 201)' 11l!:8r.v,:;1 St.;) r t t 1 me SLOiJ ttrJl'~ COUl1L,)' E or ~aLITARY TR. = ~ 15. m t 11 U t ~ s 09:JO 09:10 P.13. ~+*~**~***~*~~***~~*~~~~~~+~~~~*****~~**~*****~*~~**~**~~*~***~**~***~~~~~~~~~* Jan !,/J;.tn 5 ToLal Volume foc All Lanes ---------------------------------------------------------------------~-.~------- lJ,j ..,. . 00 01 02 03 a.. 05 OG 07 ce 09 10 11 J..lmQ ------- 15 5.3 29 1 1 1 :2 20 35 15(l 5!.O ..rn JGG ....,,, J')4 J.J. J l) \I y" 7 30 50 1 t) \0 13 15 GJ 262 597 46G 333 359 J72 .l.V 45 .3.3 30 ".., 13 30 q , 352 621 ' .,., "~r"\ '~I :z 2 .190 ... ..J .'+ 'I II .<.. -' j ,? 00 ., " 2G 11 1 1 "In 108 :. 17 619 .',06 :~4 7 3t:)':\ !.2 ., ...1.) ..J'J . - -- .... .- - - - -- \" Tot.:d ' r , 105 55 !, ') 9~ JOO 1189 2J77 191.+ 1/,05 lSj2 1533 ,. \J-+ -------------....------------------------------------------------------------,.~_._- ~nd Tim(> .12 1 ... 14- 1 r- IG 17 1 8 19 20 ~1 ..,.., 23 .J. ,J .1.) -- .---..... "- IS "'nn 4'-' 4.73 52/1 591 673 .'5 (14- 377 ,,?' .... ~ , 1110 111 ..) \.1 V ,+, ---+ ':').1. 30 ' ..,,. ~4.0 5.'.5 519 5 ill) 6!JO 50] .\ ^ '" 235 238 US 35 '+':' \,. ..JV.j 0+) , .., ~ .j 2!3 ~ (; 6 .'541 ~9f.l f,52 418 27,1 191 19.:; 14:3 105 -+_J 00 .'.12 .; 5? 575 56? .S ~U3 57? ' ..,.') 259 217 187 121 r,7 -+~V -------- Jj r Tot.:Jl 16', J 1774- 20S~ ~15J f"\.......,.l"'\ 25139 11\1~ 1"'" G&7 071. 59.+ .36:3 ':"'..)1';' .J.7.1...) I,";' :.'J .----------...-----------------------------------.----------------------------.----. H V u r T .~. t. ~ 1 . . p~~k huu~ b~~in$ 'M pe~k hQur h~&ln3 29201 : 07: 1) 16::'5 AM peak Vv1Uffi~ : 2397 PM peak volum~ : 260n P8ak hour f~cLur : 0.96 P~;3k IJf)ur f~ctor : 0.9G :*~***~******~****~******~****~******~*~*********~~~*******~~**~~~~~~~~~~~*~~~~ 60/S0.d 0LLS 8L17 L017 CCGCCGGCCCGGGGCGG S~:3l S66l-6l-~d~ Volume Report with 24 Hour Totals Page 1 ~~****~************************************************************************~ ata F1IA D0821001.PRN tat ion 000000000002 t~~ntification 000000000622 Interval rt date Aug 21, 95 Start time top date Aug 22, 95 stop time City/Town BOYNTON BEACH County Location HYPOLUXO RD BETWEEN CONGRESS @ LAWRENCE ****************************************************************************** Aug 21/Aug 22 Eastbound Volume for Lane 1 15 minutes 21:30 21 : 30 PALM BEACH nd Time ~----_.......- -------- --------------------------------------- --------- ----------- ----- 11 15 30 415 00 TQtal 00 20 20 25 8 73 01 9 18 39 02 7 6 7 10 10 03 11 4 11 a 34 04 10 22 33 19 84 05 35 39 58 84 216 06 90 143 158 201 234 282 345 289 592 1150 07 08 09 172 166 152 163 653 166 177 145 169 657 10 178 208 199 243 828 ._~~----------------------------------------------------------------------------- 23 ""~ld Time 15 30 45 00 12 1 190 167 165 ~ Total 716 13 155 189 226 190 760 5 33 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 211 197 204 171 783 153 162 148 147 610 261 243 210 193 907 19 20 21 100 82 148 103 433 283 22 86 72. 60 65 58 46 41 17 157 117 103 107 484 --------------------------------------------------------------------------~.- 162 2~ rlour Total 13080 1 peol<. 1.lour begins: 07:15 AM peak volume: 1177 Peak hour factor: 0.85 ~ peak hour begins: 14:45 PM peak volume: 947 Peak hour factor: 0.97 **~*~************************************************************************** ~Jg 21/AuS 22 Westbound Volume for Lane 2. End Time ------------------------------------------------------------------------------ 10 11 15 30 45 00 00 47 16 17 21 HI' Total 101 01 18 10 10 15 53 02 16 11 14 8 49 03 21 04 3 5 6 7 3 5 12 16 os 8 22 37 63 130 06 71 109 140 129 449 07 146 177 225 176 724 oe 150 142 132 126 550 09 124 138 129 143 534 135 186 142 145 608 166 173 163 152 654 ,d Time -----------------------------------------------------------------------------~- 22 23 15 30 45, 00 12 155 173 195 167 ,.r Tot,1l 690 13 191 186 211 219 807 14 199 190 210 213 812 15 iq4 ~08 216 274 36 16 246 247 294 255 17 323 306 281 267 18 306 270 253 230 892 1042 1177 1059 19 189 203 189 176 7..,7 20 154 191 130 128 603 21 109 126 112 99 446 296 94 79 62 61 70 50 60 54 --------------------_._-----------------~--------------------------------------- 234 iour Totdl 12724 ~ peak hour begins: 07:15 AM peak volume: PM peak hour begins. 16:30 PM peak volume : k**~***~~***************.**********************~ 728 Peak hour factor : 0.81 1178 Peak hour factor: 0.91 ~*********~**************** Volume Report with 24 Hour Totals Pa98 2 ~ k***************************~************************************************ I ;o...a File D0821001.PRN ~:ation 000000000002 identification 000000000622 Interval :art date Aug 21, 95 Start time :op date Aug 22. 95 Stop time City/Town BOYNTON BEACH County '-Jcation HYPOLUXO RD BETWEEN CONGRESS @ LAWRENCE ~***************************************************************************** Aug 21/Aug 22 Total Volume for All Lanes 15 minutco 21:30 21:30 PALM BEACH --------------"----------------------------------------------------------------- 'ld Time 00 01 02 03 04 05 06 07 08 09 10 11 ____.. _e..__ 1 67 25 22 14 13 43 161 380 411 296 301 344 30 36 15 18 9 27 61 252 459 385 304 363 381 45 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 ------- - Tot.al 174 92 82 55 120 346 1041 1874 1457 1187 1265 1482 ------------_..~---------------------------------------------------------------- "'--;1d 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 45 362 437 412 445 522 505 457 337 233 260 122 101 ,)0 332 409 443 496 459 474 401 323 235 202 126 71 ----..--.....- r Total 1406 1567 1668 1831 1963 2044 1842 1367 1087 879 579 396 ------------------------------------------------------------------------------- 24 Hour Total 25804 --~1 peak hour begins : 07: 15 AM peak volume : 1905 Peak hour factor : 0.84 '1 peak hou t- begins : 16:30 PM peak volume : 2046 Peak hour factor : 0.96 *~~**********~***************************************************************** APPENDIX B ------------------------- -- Si te Code : CALRAM95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD ( 'AT ION : PALM BEACH PAGE: 1 FILE: TEMP-4 Sum of the Primary and Secondary DATE: 5/04/95 --------.------------------------------------------------------------------------------------------------------------------------- Total Turning Volumes for the Period: 7:00 AM - 9:00 AM CONGRESS AVENUE I . . . I I . . . I I . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I . . . . . . . . . . . . : 2 [PEDS. J *------------------ N W-+-E S ..2121 [PEDS. J 2 ------------------* 191 852 415 1458 291 . . . . . . . . .. 1484 . .. LANTANA ROAD 1440 1034 633 115 1887 2804 LANT ANA ROAD ... __________________ . I I I I . 2406 284 1560 ------------------* [PEDS.J 2 I ............1 259 :1197 I I I I I I I I 104 *------------------ 3 [PEDS. J I . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I . ..: CONGRESS AVENUE I _______________ . . . I .. 1251 RECEIVED .vl.~'/ . - .("OS,- , ;-, 1'1 - _ _ .~. J BY: - Site Code : CALRAM95 N.S Street: CONGRESS AVENUE E-W Street: LANTANA ROAO L \TI ON : PALM BEACH PAGE: 1 FILE: TEMP-4 Sum of the Primary and Secondary -.-----------~------------------------------------------------------------------------.------------------------------------------. DATE: 5/04/95 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM - 9:00 AM DIRECTION FROM START PEAK HOUR PEAK HR FACTOR . . . . . . . . . ., VOLUMES ........... PEDS. Right Thru Left Total . . . . .. PERCENTS PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North East South West 7:30 AM 7:45 AM 7:30 AM 7: 15 AM North East South West 7:30 AM [PEDS. ] 0 ------------------* 785 . .. LANTANA ROAD 347 0.91 0.97 0.89 0.76 0.91 0.96 0.89 0.75 99 1024 1525 154 0 99 460 224 783 0 142 552 76 770 0 44 676 143 863 0 155 1058 332 1545 Entire Intersection 0 99 460 224 783 0 150 543 66 759 0 44 676 143 863 0 154 1024 347 1525 13 59 29 18 72 10 5 78 17 10 68 21 13 59 29 20 72 9 5 78 17 10 67 23 N W-+-E S 460 I ) I .. .. .. I CONGRESS AVENUE: ...: I I I . . . I I I I . . . . . . . . . . . . I I I I . . . . . . . . . . . . I I I I . . . . . . . . . . . . I : .. 1173 . . . : 224 :............: 0 [PEDS.] *------------------ 783 150 759 543 66 LANTANA ROAD .,. . 1292 863 *------------------ 44 0 [PEDS.] ------------------* [PEDS.] 0 :............: 143 676 ; .... 680 ......: I I I .. .. .. .. .. .. .. .. .. .. .. .. I I I I .. .. .. .. .. .. .. .. .. .. .. .. I I I I . . . . . . . . . . . . I I I I .. .. .. I :...: CONGRESS AVENUE I I _______________ I .. .. . I .- Site Code : CALRAM95 PAGE: 1 N-S Street: CONGRESS AVENUE FILE: TEMP-4 E-W Street: LANTANA ROAD f 'ATION : PALM BEACH Sum of the Primary and Secondary DATE: 5/04/95 ------------------------------------------------------------------------------------------------------------.--------------------- TilDe .... FrOIR North .... 1.1. Froll East .... .... From South .... .1 I. Froll West II "' Vehicle PEDS. Begin PEDS. . RT THRU LT PEDS. RT rHRU LT PEDS. RT THRU LT PEDS. RT THRU LT Total To ta 1 ---------------------------------------------------------------------------------------------------------------------------------- 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 AM 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 AM - 9:00 AM DIRECTION START PEAK HR . . . . . . . . . ., VOLUMES ........... .. .... PERCENTS ....... FROIl PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ---------------------.------------------------------------------------------------------------- North 7:30 All 0.91 0 99 460 224 783 13 59 29 East 7: 45 All 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 AM 0.76 0 155 1058 332 1545 10 68 21 Entire Intersection North 7:30 AM 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 'lION : PALH BEACH Sum of the Primary and Secondary PAGE: 1 FILE: TEHP-5 -----------------------------------.---------------------------------------------------------------------------------------------- DATE: 5/04/95 Total Turning Volumes for the Period: 4:00 PH - 6:00 PH [PEDS 0 J 0 ------------------* . . . . . 0 0 . .. 2712 .00 LANTANA ROAD 450 CONGRESS AVENUE 315 I I I I I I I I :1285 00 2575 605 0 0 0 . . 0 . 0 . . . . : 0 [PEDS. J *------------------ 2205 1181 1765 134 ------------------* [PEDS.J 1 2294 . . . . . . . . . . . .: 508 : 1608 I . . . I I . 0 . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I ...: CONGRESS AVENUE I _______________ . . . I .. 1690 N W-+-E S 517 2677 1889 178 271 LANTANA ROAD .'. . 1964 .................. *------------------ 3 [PEDS oJ Site Code : CAHTPH95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD \TION : PALH BEACH PAGE: 1 FILE: TEMP-5 Sum of the Primary and Secondary ---------------------------------------------------------------------------------------------------------------------------------- DATE: 5/04/95 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION FROM START PEAK HOUR PEAK HR FACTOR . . . . . . . . . .. VOLUMES ........... PEDS. Right Thru Left Total ...... PERCENTS PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North East South West 4:00 PM 4:30 PH 4:30 PH 4:30 PH 0.98 0.98 0.95 0.96 North East South West 0.99 0.98 0.95 0.96 4:30 PH [PEDS. ] 0 158 ------------------* . . . . . . . . " 1472 . .. LANTANA ROAD 257 595 922 70 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 I . . . I CONGRESS AVENUE 1 N . . . 1 --------------- 1 W-+-E . . . J I I S I . . . . . . . . . . . . 1 I 1 ,............, 1 I ,............1 I 1383 I I . . . . . I 647 309 I 1 0 [PEDS. ] ,............, *------------------ 1114 268 1446 1036 142 LANTANA ROAD ... . 1008 1240 *------------------ 104 3 [PEDS.] ------------------* [PEDS.] 1: .... ........: 278 858 : .. 859 ...: I I 1 . . . . . . . . . . . . I I 1 1 . . . . . . . . . . . . 1 I 1 I . . . . . . . . . . . . I 1 I I . . . I :. ..: CONGRESS AVENUE I I _______________ I . . . I Site Code : CAHTPH95 PAGE: 1 N-S Street: CONGRESS AVENUE FILE: TEHP-5 E-W Street: LANTANA ROAD J~ 'ATION : PALH BEACH Sum of the Primary and Secondary DATE: 5/04/95 ------------.--------------------------------------------------------------------------------------------------------------------- Time III' Froll North .... . ... From East . ... .... From South .... ,"'1 From 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 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 PERIOD 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 PM 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 PM 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 :ATION : PALM BEACH Sum of the Pri~ary and Secondary PAGE: 1 FILE: TEMP-l ---------------------------------------------------------------------------------------------------------------------------------- DATE: 5/02/95 Total Turning Volumes for the Period: 7:00 AM - 9:00 AM [PEDS.J 0 ------------------* . . . . . . . . .. 1518 ... LANTANA ROAD 494 MILITARY TRAIL 208 I I I I I I I I :1925 814 2947 1868 2743 381 ------------------* [PEDS. J 1 . . . . . . . . . . . .: 325 I . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . '.' . . . . . I I . . . I ...: MILITARY TRAIL I ______________ . . . I .. 2554 I I I I . . . I I . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . :..2197 I I . . . . . . . . . . . . 1914 :1357 I I I I I I I I N W-+-E S o [PEDS. J *------------------ 346 1579 985 232 248 LANTANA ROAD ... . 2914 . .. . . . . . . . . .. .. . . .. . .. . .................. *------------------ 1 [PEDS. J Site Code : HTLRAH95 N-S Street: HILITARY TRAIL E-W Street: LANTANA ROAD 'ATION : PALM BEACH Sum of the Primary and Secondary PAGE: 1 FILE: TEHP-1 ----------------------------------------------~----------------------------------------------------------------------------------- DATE: 5/02/95 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AH - 9:00 AM DIRECTION START FROM PEAK HOUR PEAK HR FACTOR . . . . . . . . . .. VOLUHES ........... PEDS. Right Thru Left Total ...... PERCENTS 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 AH 0.83 1 122 808 185 1115 11 72 17 West 7:30 AH 0.95 1 186 1038 304 1528 12 68 20 Entire Intersection North 7:30 AH 0.84 0 116 1119 439 1674 7 East 0.91 0 202 525 118 845 24 South 0.83 1 122 808 185 1115 11 West 0.95 1 186 1038 304 1528 12 I I I . . . I MILITARY TRAIL I I I . . . -------------- I I . . . [PEDS _ ] 0 ------------------* I I I I I I I I :1119 I I . . . . - . . . . . - . I I . . . . . . . . . . . . I I . . . . . . - . - . . . : .. 1314 I I . . . . . . . . . . . . 116 439 1674 826 ... LANTANA ROAD 845 525 304 1038 1528 186 1115 ------------------* [PEDS. J 1: . . . . . . . . . . . .: 185 808 I .. 1423 . . .: I . . .. .. .. .. .. .. .. .. .. .. I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I .. .. .. I .....: MILITARY TRAIL I ______________ . . . I 67 26 62 14 72 17 68 20 N W-+-E S o [PEDS. ] *------------------ 202 118 LANTANA ROAD .., . 1599 122 1 [PEDS.] *------------------ Site Code : MTLRAM95 PAGE: 1 N-S Street: MILITARY TRAIL FILE: TEMP-1 E-W Street: LANTANA ROAD ATION : PALM BEACH Sum of the Primary and Secondary DATE: 5/02/95 ---------------------------------------------------------------------------------------------------------------------------------- .. TilDe ,.. . Frail North .... ,"fl From East .... ...1 From South .... , ""~ From West .... Vehicle PEDS. Begin PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- 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 S6 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 PERIOO 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 All 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 All 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 All 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 : HTLRPH95 N-S Street: HILITARY TRAIL E-W Street: LANTANA ROAD CATION : PALH BEACH Sum of the Primary and Secondary PAGE: 1 FILE: TEHP-2 ---------------------------------------------------------------------------------------------------------------------------------- DATE: 5/02/95 Total Turning Volumes for the Period: 4:00 PH - 6:00 PH MILITARY TRAIL I I I . . . I I I I . . . I I I . . . I f............ I f I I I I I I :1500 I I . . . . . . . . . . . . I I............ : ., 2604 I I . . . . . . . . . . . . 557 [PEDS.J 2: 275 ------------------* . . . . . . . . .. 2237 ... LANTANA ROAD 359 2332 1149 1832 324 ------------------* [PEDS.] 0 2235 I ............1 I . . . I I : 1644 I I I I I I I I 398 ., 2131 . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I ...: MILITARY TRAIL I ______________ . . . I N W-+-E S 16 [PEDS.] *------------------ 601 2472 1564 193 307 LANTANA ROAD ... . . . . . . . . . . . . . . . . . . . 1899 . . . . . . . . . . . . . . . . . . *------------------ o [PEDS.J Site Code : HTLRPH95 N-S Street: MILITARY TRAIL .E-W Street: LANTANA ROAD CATION : PALH BEACH . . "';~-'-"'--;..-801-." PAGE: 1 FILE: TEHP-2 Sum of the Primary and Secondary ---------------------------------------------------------------------------------------------------------------------------------- DA TE: 5/02/95 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PH DIRECTION START FROH PEAK HOUR PEAK HR FACTOR . . . . . . . . . ., VOLUHES ........... PEDS. Right Thru Left Total . . . . .. PERCENTS PEDS. Right Thru Left ---------------------------------------------------------------------------_.~------------------ North East South West 4:30 PH 4:45 PM 4:30 PH 4:45 PM 0.89 0.97 0.97 0.97 North East South West 4:45 PM 0.89 0.97 0.96 0.97 [PEDS.] 2 159 ------------------* . . . . . . . . .. 1196 ... LANTANA ROAD 181 625 980 174 2 150 807 299 1256 12 64 24 1 281 825 157 1263 22 65 12 0 96 873 209 1178 8 74 18 0 174 625 181 980 18 64 18 Entire Intersection 2 159 798 298 1255 13 64 24 1 281 825 157 1263 22 65 12 0 103 861 212 1176 9 73 18 0 174 625 181 980 18 64 18 I , I . . . I MILITARY TRAIL I I N I . . . I -------------- I I W-+-E I . . . I I 1 S I . . . . . . . . . . . . I I I I . . . . . . . . . . . . I I I I . . . . . . . . . . . . I I 1323 I I . . . . . I 798 298 , I 1 [PEDS. ] I . . . . . . . . . . . . I *------------------ 1255 281 1263 825 157 LANTANA ROAD ... . 1026 1176 *------------------ 103 0 [PEDS.] ------------------* [PEDS.] 0 :............: 212 861 : .. 1129 .,. : I I 1 . . . . . . . . . . . . I I I I . .. .. .. .. .. .. .. .. .. .. .. I I I I . . . . . . . . . . . . I 1 I I . . .1 : . . .: MILITARY TRAIL J I ______________ I .. .. . I ., .... ~.__ c.. .. _ . ... .' .. _ _ ; __ .. _ _ : ... '";;J .:.. Site Code: MTLRPM95 PAGE: 1 N-S Street: MILITARY TRAIL FILE: TEHP-2 F-W Street: LANTANA ROAO ATION : PALM BEACH Sum of the Primary and Secondary DATE: 5/02195 ---------------------------------------------------------------------------------------------------------------------------------- -- Tille . ... Froll North .... .... FrOIll East .... .... From South .... .... From West .... Vehicle PEDS. Begin PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- - 4:00 PM 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 PM 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 S2 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 . . . . . . . . . .. VOLUMES ........... . .. .., PERCENTS ....... FROM PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North 4:30 PM 0.89 2 150 807 299 1256 12 64 24 East 4:45 PH 0.97 1 261 825 157 1263 22 6S 12 South 4:30 PM 0.97 0 96 873 209 1178 8 74 18 West 4:45 PM 0.97 0 174 625 181 980 16 64 18 Entire Intersection North 4:45 PM 0.89 2 159 796 296 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 Site Code: LRHRA"95 H-S Street: LAWEREHCE ROAD E-W Street: HYPOLUXO ROAD -lOCATION : PALM 8tH COUNTY PAGE: 1 fILE: LRHRAH95 SUI of the Priaary and Secondary OA TE : 8/22195 -----....____1._____..._____..._____.___.___...______.-------..-..----------._____.._____4__..__.____._..~.____....___...._____... Total Turning Volules for the period: 7:00 AM. 9:00 AH I , I . . . I LAWERENCE ROAD: ...1 ______________, I I . . . I I t ,............., N W-+-E 5 I , t ............, I I t............1 [PEDS. ] 10 99 183 135 : .. 476 . . . : I I t............. 2 [PEDS. J ------------------* *------------------ .................. .. .. . .. .. .. .. .. .. . .. .. .. .. .. . .. .. 417 146 . . . . . . . . ., 1220 ................... . .. HYPOLUXO ROAD 1252 986 10 120 1752 2057 HYPOLUXO ROAD '" . 2090 199 562 ------------------* [PEDS.] 3 :............: 135 : .. 502 . . .: I I I............, I I I.............. t I . ............) 224 *------------------ 203 1 [PEDS.] I I , . . . I :. ..: LAWERENCE ROAD I I ______________ , . . . I ro~_'~~~~ ....-..... ,.--- '-1 -:. ~ :....:......_ ::= Ii" 1.1 - P:i n ":' Site Code : LRHRAH95 N-S Street: LAYERENCE ROAD -€-W Street: HYPOLUXO ROAD LOCATION : PALM 8CH COUNTY PAGE: 1 FILE: lRHRAII95 SUI of the Prilary and Secondary DATE: 8/22/95 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 A" - 9:00 All OlRECTION FROM START PEAK HOUR PEAK HR FACTOR . . . . . . . . . .. YOlU.'IES ........... PEDS. Right Thru left Total ...... PERCENTS PEDS. Right Thru left North 7:00 Ar. o .7~ 8 52 105 eo 231 22 44 34 East 7:15 All O.9~ 0 95 SS6 70 721 13 77 10 South 7: IS All 0.93 1 101 121 78 300 3~ 40 26 \lest 7:15 All 0.93 1 111 1037 65 1213 9 85 5 Entire Intersection Horth 7: 15 AK 0.72 5 46 106 79 231 20 46 34 East 0.94 0 9S SS6 70 721 13 77 10 South 0.93 1 101 121 78 300 34 40 26 \lest 0.93 1 111 1037 65 1213 9 es S I I " . . LAWERENCE ROAD I N I . . . -------------- I W-+-E I . . . I S I............ I I............ , I............ I [PEDS. ] 5: 46 ------------------* 106 : .. 281 79 :............: 0 (PEDS. ] *------------------ 231 95 080 ... HYPOLUXO ROAD 721 556 65 70 1037 1213 HYPOLUXO ROAD ... .................. . 1217 111 300 .................. ------------------* (PEDS. J 1: . . . . . . . . . . . .: 78 121 *------------------ 101 1 [PEDS.] : .. 287 .. . : I I . .. .. .. .. .. .. .. .. .. .. .. .. I 1 I t............, I I ,............1 I I I .. .. .. . I I I . . . I , J f .. .. .. I LAWERENCE ROAD [I -:. _........ _~ -, . ~ _ ~"-'n": ~ite Code : LRHRAH~5 PAGE; 1 H-S Street: LAWEREHCE ROAD FILE: lRHRA"~5 -w Street: HYPOLUXO ROAD .OCAT ION : PALK BCH COUNTY SUI of the Prilary .nd Secondary DATE: 8122/95 _______._-__.____..___._._4__.__..__~__._._..___.__.._--...--.-------------------------.-..----------.----.-.-..------.-.-.-.- 1__-- Fro. Morth .... Fro. Eut ..,. .... Fro. South .... .,,, Fro. West f'" Vehicle PEDS. ,.. . .. ., Begin PEDS. liT THRU LT PEDS. III TKRU LT PEDS. RT THRU LT PEDS. RT THRU Ll Total Total - ...--...---..----.......--------.........--...--....--.-.--_..--.-~-_._---.._~._--------------.----------_.----.-.-..--------..--- ]:00 All 3 18 22 18 0 11 124 8 0 23 22 12 0 28 193 5 484 3 7: l5 1 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 1& 0 26 31 1& 0 n 277 18 675 1 ]:45 1 11 27 18 0 30 147 14 0 25 26 17 0 37 278 12 642 2 HR TOTAL 8 52 105 80 0 73 553 62 1 99 111 67 1 121 ~90 46 2359 10 - 8:00 All 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 TOTAL 2 47 78 55 2 73 433 58 0 10. 113 68 2 78 762 60 1929 6 ~--------~.--_...---._...-_._._.---------_.._---_._-.---_._~---._-_.-----_.--------------_.._----_._----_._-.-.---------..-----.-- DAY TOTAL 10 99 183 135 2 146 986 120 203 224 135 3 199 1752 106 4288 16 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AIt - ':00 AI1 OIRECTION START PEAK HR . . . . . . . . . .. VOlU"ES ........... ...... PERCENTS ....... FROK PEAK HOUR FAt T OR PEOS. Right Thru left Total PEDS. Right Thru left ._--------.._-----.---~----.__.---_..-.-----_._-----------------._----------._------~.__._--_.. Horth 7:00 AIt 0.74 8 52 105 80 237 22 U 34 !ast 7:15 Aft 0.94 0 95 556 70 721 13 77 10 South 7:15 AI1 0.93 1 101 121 78 300 34 40 26 West 7: 15 Aft 0.93 1 111 1037 6S 1213 9 85 S Entire Intersection Horth 7 : 15 A" 0.72 S 46 106 79 231 20 ~6 34 fast 0.9~ 0 9S 556 70 721 13 77 10 South 0.93 1 101 121 78 300 34 40 26 West 0.93 1 111 1037 6S 1213 ~ 8S 5 -e._~. ~I-'- .,::..,_...I""t~':' -~-~_........_.::= -!.. ~ F?-f C-,-.t"'\)' '0'''' _ 3ite Code : LRHRPK95 N'S Street: LAWEREMCE ROAD -E-W Street: HYPOLOXO ROAD LOCATION : PALK 8eH COUNTY SUI of the Priaary and Secondary .......,"11". ..' ... FILE: TEIIP-t _-.________________.......___.._4_____..___..__...__...-...---.---------.-~----------..----------_.-.-..---.--------.-.---.---- DATE: 8121/QS Total Turning Yolu.es for the Period: 4:00 PM - 6:00 PM I I I I I I I I I t , I I I [PEDS. ] 8: ------------------* I I t . . . . LAWERENCE ROAD: ...: -------------- : ...: I , 1....6......., I I ,............, I I ,............1 : .. 665 . . . : I I ,............, 167 141 153 461 . . . . . . . . .. 2246 ... HYPOLUXO ROAD 140 1454 1771 177 ------------------* (PEDS.) 1 :............: 198 : .. 573 ... : I I , ........~...f I I t........,....., I I I..' ........., I I I . . ., I I I 1 . . .. , I I t . . . I LAWERENCE ROAD ~-,........ .----L~__ ~ r=' ""'l ..,., "':_"2___ N W-+-E S 1 (PEDS.J *------------------ 232 2356 1895 642 229 HYPOLUXO ROAD ... . 1 746 293 *------------------ 151 3 (PEDS.] ~ :- -..... ... -__: ::______~ . . 1.1 ::). t:' :'"":: , . Site Code: LRHRPH9S N-S Street: LAWEREHCE ROAD -toW Street: HYPOLUXO ROAD LOCATION : PAL!! BCH COUNTY SUI of the Prilary ind secondary rn",.... , fILE: TEItP-1 ___ _____.____..____..__~...__...--.__._....__4_.--.-___...___._.._4.__-_.___._________.__________.___-_.._~_.._-----..-..-----.....-- DATE: 8/21/95 PEAK PERIOD AHAlYSIS FOR THE PERIOD: 4:00 P" - 6:00 P" DIRECTION FROM PEAK HR FACTOR START PEAK HOUR . . . . . . . . . .. VOL UllES ........... PEDS. Right Thru Left Total ...... PERCENTS PEOS. Right Thru left __4______._____._.~_.__.--._____.__~_.___.~_______..___._.____..______4.________._.__._____.___ North East South \lest ~:~s PH ~:4S Pit 4:15 PI! 4:45 PH 0.83 0.91 0.86 0.91 North East South West 4:45 PI! 0.83 0.91 0.84 0.91 r , I I I I I I I I f I t I [PEDS.J 4: 99 ------------------* ..4'....4.......... ..........1316 .............,....... ... HYPOlUXO ROAD 71 812 987 104 4 99 105 88 292 0 118 1124 134 1376 2 77 Ib5 102 344 1 104 812 71 987 Entire Intersection 4 99 105 88 292 0 118 112. 134 1376 1 '1 152 93 336 1 10. 812 71 987 34 36 30 9 82 10 22 48 30 11 82 7 34 36 30 9 82 10 27 4S 28 11 82 7 I r I . . . , lAWERENCE ROAD: ...: ______________, I . . . . f I f f ............1 I I ..............1 I I .............1 : .. 341 . . . : : . . _ . . . . . . . . . : 0 [PEDS. ] *------------------ , I I , I I I I 105 , 88 f 292 336 ------------------* [PEDS.] 1: . . . . . . . . . . ..: 93 : .. 343 . . . : I I I . . . . . . .. . . . . .. I I t I . . . . . . .. . . . . . . I I '.....4.......( r , I . . . , I , I . . . I I I I . . . I . !"'-.,...", 152 : I I I . I I I , LAWERENCE ROAD . A -''':1___~C.''''_.r ,.....,~ N W-+-E S 118 1376 1124 134 HYPOLUXO ROAD '" 991 *------------------ 91: 1 [PEDS.J I t I I I I I f I , I I I I - -- r. ~ - ..... ..... - c c::_ ~ 1 . 1 1 ~ ?__:J~ :: ....:.~'.-. $lte Code : LRHRP"95 PAGE: "1 N.S Street: LAWERfMCE ROAO FILE: TE"P-1 -E-W Street: HYPOLUXO ROAD LOCATION : PAL" BCH COUMTY SUI of the Prilary end Secondary DATE: 8/21/95 .----~-.---_...-_....--_.-..--_....-_._..--_.-..~_._.----.._---.-_.---_.__.--.---.~.-..-----_.--_._.--.._-.--_._.--.._._--~--.---~ Fro. Horth .... . . . . Fro. East ,. .. .... Fro. South .... .101. Fro. West Ii.. Vehicle PEDS. .. ,- Begin PEDS. RT THRU LT PEOS. RT THRU LT PEOS. RT THRU LT PEDS. RT THRU LT Total T Q tal -----...---.-..--.-...----.-----.------....-------...----.-~--..-_..--_.-.-_._-------_._--------.-----._.----..---.-.----.-.---... 4:00 PH 2 a 24 14 0 20 144 20 0 11 33 21 0 21 150 16 482 2 4:15 0 12 9 15 1 ,5 19t 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 - .:45 0 27 24 22 0 28 270 28 0 31 ~4 2S 0 26 181 16 722 0 HR TOTAL 3 61 74 64 1 115 820 S8 2 n 158 102 0 84 666 66 2370 6 5:00 PH 0 18 24 10 0 17 312 47 0 16 40 21 0 32 210 14 761 0 5:15 2 33 27 19 0 3' 271 37 0 26 33 22 1 24 228 19 776 3 5:30 , 21 30 37 0 36 271 22 1 18 3S 25 0 22 193 22 732 3 5:45 1 20 12 11 0 27 221 3S 0 19 27 28 0 15 157 19 591 1 llR TOTAL 5 92 93 7] 0 117 1075 141 1 79 135 96 1 93 788 74 2860 7 OAY TorAl 8 153 167 141 1 232 1895 229 3 151 293 198 1 177 H54 140 5230 13 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 P" - 6:00 PM DIRECTION START PEAK HR . . . . . . . . . .. VOLUllES ........... ...... PERCENTS ....... FROIl PEAK HOUR FACTOR PEDS. Right Ihru Left Total PEDS. Right Thru Left ....---.-----_...---_..---.__..-.---_._-.._._---~.._...--..--..--------...------------..--.-..- Horth 4:45 P" 0.83 4 99 105 88 292 34 3b 30 East .:45 P" 0.91 0 118 1124 134 1376 9 82 10 South 4:15 P" 0.86 2 77 165 102 344 22 48 30 West . : 45 PM 0.91 1 104 812 71 987 11 82 7 Entire Intersection North 4:45 PH 0.83 4 99 105 88 292 34 36 30 fast 0.91 0 118 1124 134 2376 9 82 10 Sou th 0.84 1 9l 152 93 336 27 45 28 West 0.91 1 104 812 71 987 11 82 , ~--~_~____L~_"'::" ... - ~ .-, "f"', .... .., .,~-..,..... -~'-"_.'" -:... ';:)r-,....."7 h__::, .,p,V_. . I. __.......-f._J .> Pt\GE: 1. FILE: CAliRAlt95 5ite Code : CAHRAH95 H-S Street: CONGRESS AVENUE --E -\I street; HYPOLUXO ROAO LOCATION : PAL" 8CH COUNTY SUI of the Prilary and Secondary DATE: 8/22/95 ._...___...~__~...-_~...-_.._---...-_....--~...--....-...........-...---....-...-...................-4...--....---......-.--... Total Turning Volul.' for the Period: 7:00 A". 9:00 A" I I J . . . I CONGRESS AVENUE: ...: --------------- : ...: I I 1............1 N W-+-E S I I I ............~ I I I............. [PEDS.] 0 153 ------------------* 926 : .. 1355 . . . : 382 : ............: 0 [PEDS.] *------------------ 1461 262 . . . . . . . . .. 1444 ------------------ ... HYPOLUXO ROAD 1362 919 293 181 1597 2198 HYPOLUXO ROAD ... .................... . 2281 308 1474 ---~--------------* [PEDS.) 0 :............: 372 :..1415 ...: I I , .............t I I . ............1 I I 1............1 *------------------ 800 : 302: 0 (PEDS.] I I , I I I I I I I I . . . I I I I . . . J I , I . . . I CONGRESS AVENUE ______~-.L-__~ __:"'"L.-..... .,........ r. oj .-. '-. - .l'LL..' "... ';' n'l ': Site Code : CAHRA~9S H-S Street: CONGRESS AVENUE E.W Street: HYPOLUXO ROAD LOCATION : PALM BCH COUNTY PAGE: 1 FILE: CAHRMl95 SUI of the Prilary and Secondary -----_...........~..._--------...__..-._---_......_.-----------...----.-.------------.---------------.-..---.---------------.---.- DATE: 9122/95 PEAK PERIOD ANALYSIS FOR THE PERIOO: 7:00 AK. 9:00 AM OlRECTION START FROM PEAK HOUR PEAK HR FACTOR . . . . . . . . . .. YOLUlfES ........... PEDS. Right Thru Left Total .. .... PERCENTS ....... PEDS. Right Thru left ---------------..----_.-...-_.~--_._-_._-----------...----.------------.......------------..-.. ~_.----_. -------* (PEDS.] 0: . . . . . . . . . . . .: 207 : ., 821 . . . : . I I.......... ...1 North East South West ]:30 AM ]:15 AM 7:30 AM 7:15 AM 0.85 o.n 0.94 0.93 North Ea~t South West 7:I5 AIf 0.84 0.92 0.94 0.93 [PEDS.J 0 87 ------------------* 623 . .. HYPOLUXO ROAD 158 938 1282 186 0 83 548 218 849 10 65 26 0 112 529 94 735 15 n 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 94 735 15 72 13 0 163 424 207 794 21 53 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 , I 5 J ............1 I I J ............, I I ,............. 541 : .. 694 ...: 215 :............: 0 [PEDS.] *------------------ 843 112 ------------------ 735 529 ------------------ 94 ------------------ HYPOLUXO ROAD .., .................... . 1316 794 ..............~.... ................... 424 163 *------------------ : 0 (PEDS. ] I I I I , I I I I . I I I I , I 1............1 I I I .. .. .. .. .. .. . .. .. .. .. .. I I , I . . . I I I I . . . I I I I . . . t CONGRESS AVENUE =_=--...~~--=...2~::-,.~_.-, ('I ': _ ~ "'" _ :11- .....'.. 1 j. ::,., ~nr'= '~ , :e Code : CAHRAK95 I'Abt.; "1 H-S Street: CONGRESS AVENUE FILE: CAHRAlt9S --',j Street: HYPOLUXO ROAD CA TI ON : PALH 8CH COUNTY SUI of the pri.ary and Secondary OAfE: 8/22/95 ~~____.._.__..___.._________.___._._________.._4_.______________.__4__.__._~~____~___..---._.____.____.____.---.--.-....---.--.-.- . ... Fro. Harth .... If ." Fro. East . ... I. ,- Fro. South .... ..,. Fro. West ,.,. Vehicle PEDS. GlIgin PEDS. RT THRU LT PEDS. RT THRU U PEDS. RT THRU I.T PEDS. RT THRU LT Total Total __..___.._-___..___.__-___________-____~_____--____-_M________-_________..._.__..--_____________----_-______.--------------------- ':00 AM D 25 79 42 0 10 100 12 0 42 84 42 0 29 169 3S 669 0 .':lS 0 23 97 49 0 lS 169 16 0 35 87 63 0 34 228 41 857 0 7:30 0 25 lS2 S3 0 23 122 19 0 U 107 ~7 0 38 260 43 936 0 --1:45 0 20 170 60 0 39 123 29 0 40 120 52 0 63 241 39 996 0 l TOrAl 0 93 498 204 Q 87 514 76 0 164 398 20. 0 164 698 158 3~58 Q -~:OO AH 0 19 122 53 0 35 115 30 0 41 110 45 0 51 209 35 865 0 8: 15 0 19 104 52 0 33 94 33 0 33 120 39 0 40 179 39 785 0 8:30 0 10 106 41 0 S8 116 22 0 39 92 43 0 31 165 32 755 0 __8:45 0 12 96 32 0 49 80 20 0 25 80 41 0 22 \46 29 632 0 R rOal 0 bO 428 178 0 175 405 105 0 138 402 168 0 144 699 135 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 All - 9:00 AM DIRECTION START PEAK HR . .. . . . . . . .. VOlU"ES ........... . . . ... PERCENTS ....... FRO" PEAl( HOUR FACTOR PEOS. Right Thru Left Total PEDS. Right Thru left --.-..---.....----------------.-----.-.-.------.--------------.----------.-------------------.. North 7 : 30 AH 0.85 0 83 5~8 218 849 10 65 26 East 7:15 Aft 0.92 0 112 529 94 73S 15 72 13 South 7:30 AM 0.94 0 161 457 183 801 20 57 23 West 7:15 Aft 0.93 0 186 938 158 1282 15 n 12 Entire Intersection North 7; 15 Aft 0.84 D 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 0 186 938 158 1282 15 73 12 ---~.~-------<-~~~_....... ......,..- r-,.= _, '" .... :: ...... ~ ~ -.... ~ ,-. . r-, ite Code: CAHRPH9S H-$ Street: CONGRESS AVENUE -1-W Street: HYPOLUXO ROAD .OCATION : PAL" 8tH COUNTY SUI of the Prilary and Secondary PAGE: 1 FILE: CAHRPH9S _..___e~.____..~___..._-__._..___._..._____.__~...___..._1-______.._._.__..._.-._.._.~____.-_.___.__._______...-.....--....---..--- DATE: 8121/95 Total Turning YolulIs for the Period: 4:00 P". 6:00 PM I I , I I I I I j I , I I I [PEDS.J 0 l ------------------* ................... .................. . . . . . . . . .. 2463 .................. . .. HYPOLUXO ROAD 380 ------------------ 1180 1852 .........---- - - -- ---- ----- 292 CONGRESS AVENUE 271 I I I I I f I , : 1098 384 1753 ------------------* [PEDS. ] 1: . . . . . . . . . . . .: 739 : .. 1805 . . . : I I I.............t I I , ............J I I J .. .. . . . . .. . . . . .. I I I . .. .. .. , I I I . . . I I I I . . .1 CONGRESS AVENUE F?''::J! . -_~~7-::=- I I I I . . . I I . . . N W-r-E S I I"........... I ,...........". I 1._...It~..... : .. 2206 I I............ 2448 : 1493 I I I , I I I I o [PEDS.] *------------------ 333 2201 1453 415 HYPOLUXO ROAD ... . 1780 *------------------ 216 I 0 [PEDS.J I , , I I I I I I I I I t I '1 : - -- .... - : = ,....... ::. ' # , ; '.. iite Code : CAHAPH9S ft-S Street: CONGRESS AVENUE ~.w Street: HYPOLUXO ROAO OeATIOH : PAL" BeH COUNTY PAGE: 1 trl(: CAHRPH95 SUI of the Pri.ary and Secondary DA TE : 8/21/95 .~----~..-.....___1.~.__________......__..___.__..._____.__...._._.________~~__.~._._._.._....__._._~-----________...._........ PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PH OIRECTIOH START FROK PEAK HOUR PEAK HR .. .. .. .. ... YOLUflES ........... FACTOR PEDS. Right Thru Left Total .. .... PERCENTS ....... PEOS. Right Thru Left .._.__...1___________....._____._~~_._--___.._._....___.___.~-_____._________.___-________..___ Horth 4:00 PI1 0.95 0 140 578 206 924 15 63 22 East 4:45 PH 0.81 0 174 779 238 1191 15 65 20 South 4:45 PfI 0.91 0 100 779 407 1286 8 61 32 West 4:45 PfI 0.93 0 162 662 208 1032 16 H 20 Entire Intersection Horth 4:45 PI{ 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 J I I I f . . . I I CONGRESS AVENUE I I N I I . .. .. I I --------------- I I W-+-E , I . . . I I I I S I .............. I I I I I............, I I I , I............, I I 1161 I I I . . . . . I [PEDS. ] 0 I 141 541 192 I I 0 (PEDS. ] I 1............1 ------------------* *------------------ .................... .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. 874 174 . . . . . . . . .. 1327 .................. ... HYPOLUXO ROAD 1191 779 208 238 662 1032 HYPOLUXO ROAD ... 954 162 1286 ------------------* [PEDS. ] o ;............: : .. 941 . . . : I I I .. ... .. .. .. .. . .. . .. .. .. I , I , .. fII .. .. .. .. .. .. .. .. .. .. I I I I .. .. .. .. .. .. . .. .. .. . .. I 407 779 *------------------ 100 0 [PEDS.] I , I .. .. .. , I I I . . . I I I I . . . I CONGRESS AVE"NUE -- -..-. -... --. .. -~.. Site Code : CAHRP"~5 PAGE: 1 H-S Street: CONGRESS AYENUE FILE: CAHRPK95 E.W Street: HYPOlUXO ROAO LOCATION : PALM 8tH COUNTY SUI of th~ Prilary Ind Secondary DATE: 8/21/95 -._-~--..-._----._._---._-~---~.._._---...._------_.---.---..--....-----.-----...--------.....---..--..---....~---.__.._---.._._-- -'" Fro. North .... ..... Frol East ..... .... Frol South .... .... Fro. ~est .... Yehicle PEDS. _.,,!R PEOS. RT THRU U PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT To ta 1 To ta 1 ._____._._____..________4____.___~______._______________._____________.___~______________________._____...___.__.._____._._______~ -- 4:00 PH 0 33 146 53 a 42 176 43 0 36 161 85 1 31 121 45 972 1 4:15 0 30 140 49 0 43 176 51 0 34 180 93 0 35 141 43 1014 0 4:30 0 36 154 54 0 45 164 46 0 29 203 n 0 36 126 #.7 1034 0 __ 4:.5 0 41 138 51 0 41 172 59 0 27 183 91 0 45 169 51 1068 0 HR TOTAL 0 140 579 206 0 171 6aa 199 0 126 727 361 1 147 559 186 .088 1 5:00 PH 0 30 U3 4S 0 47 164 56 0 24 205 94 0 40 159 45 1052 0 5:15 0 33 124 50 0 51 250 68 0 19 18a 101 0 40 174 63 1161 0 5:30 0 37 136 46 0 35 193 5S 0 30 203 121 0 37 160 49 1102 0 5:45 0 Jl 117 37 0 29 158 37 0 17 170 62 0 2a 129 37 851 0 -~IR TOTAL 0 131 520 178 0 162 765 216 0 90 766 378 0 145 621 194 4166 0 uAY TOTAL 0 271 1098 384 0 333 1453 415 0 216 1493 739 1 292 1180 380 8254 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 Pit . 6:00 PI! DIRECTION START PEAK HR . . . . . . . . . .. YOLUIIES ........... .. .... PERCENTS ....... FROII PEAK HOUR FACTOR PEDS. Ri9ht Thru Left Total PfOS. Ri9ht Thru Left -.------.-.-.----------------.-------.----------.-.----------------------------.-------------.. North 4:00 PI! 0.95 0 140 578 206 924 ' 15 63 22 East 4:45 PI! 0.81 0 174 779 239 1191 15 65 20 South 4:45 Pit 0.91 0 100 779 407 1286 a 61 32 West 4:45 PI! 0.93 0 162 662 208 1032 16 64 20 Entire Intersection Horth 4:45 P" 0.95 0 141 SU 192 974 16 62 22 East 0.81 0 174 77~ 238 11'1 15 65 20 South 0.91 0 100 779 407 1286 8 61 32 West 0.93 0 162 662 208 1032 16 H 20 r""! -=- .... "" -""'- -=-.~ APPENDIX C I .J_;...;;,,~.J- . ,-_.j-,-.. PLANNING APPLICATION WORKSHEET .----------------------------------------------------------------------------------------------------------------------------------. . 1- SIPA (1985 HCK Signalized Intersections Planning Analysis) Version 2.0 .----------------------------------------------------------------------------------------------------------------------------- I INTERSECTION: 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 JTHER PROJECT INFORMATION: EXISTING CONDITIONS 1---------------------------------------------------------------------------------------------------------------------------------- . SB TOTAL 783 150 ^ WE 99 230 230 112 112 ^--- TOTAL 543 (---- 759 N I I I (--, V ,--) I 99 460 224 / ~~------------------------______I ^ . . L . . . . 66 v .---. . . (_, v v ,_) ,_) \ '_____--------------------------- ^ 1- ^------------ 150 (------------- 272 (------------- 271 1_- ------------ 33 v ------------ 33 v ~~ N-S STREET: Congress Avenue, E-W STREET: Lantana Road ^ 174 ------------^ ^ 173 ------------~ 512 -------------) 512 -------------) 154 ------------. 1:_______________________________. v \ (-. (-. ^ 316 ^ 44 ---) / 143 676 44 (--. ^ .--) I I I TOTAL v 154 72 71 360 360 HE TOTAL 863 I:::==::::::::::::::::::===::~--------~::::::::::::::::::==:::==:::~---------~::::::::::::==::::::::::::::::::::::::::::::::::::::: HE LT = 72 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 446 SB TH = 230 302 ------------------------------- -------------- OR OR 0 TO 1,200 lJHDER ""'1 LT = 33 SB LT = 112 1,201 TO 1,400 NEAR ,Tn = 512 545 HE TH = 360 472 ) 1,400 OVER i____________________________________________________________________________________________________________----------------------1 ^ 347 ----^ 1525 ----) 1024 EB EB LT = 1m Tn = 174 272 E-W CRITICAL 545 + H-S CRITICAL 472 = 1017 STATUS? UNDER : PLANNING APPLICATION WORKSHEET ,---------------------------------------------------------------------------------------------------------------------------------- SIP! (1985 HOI Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- I INTERSECTION: CONGRESS/LANTANA DATE: 8/23/95 ANALYST: CP&A TIME PERIOD ANALYZED: AM PEAK -PROJECT: 950404 CITY/STATE: BOYNTON BEACH OTHER PROJECT INFORMATION: FUTURE CONDITIONS 1---------------------------------------------------------------------------------------------------------------------------------- . . SB TOTAL 832 158 ^ WB 107 244 244 118 119 ^--- TOTAL N 575 <---- 805 .^. I I I <--, V ,--) 107 488 237 / I~-------------------------------, L . . . . 72 v .---. .---. <-' v v ,-) ,-) \ ,-------------------------------- ^ ^------------ 158 <------------- 288 <------------- 287 1- ------------ 36 v ------------ 36 L v '- N-S STREET: CONGRESS AVE E-W STREET: LANTAlfA RD 1- ^ 184 ------------^ ^ 184 ------------^ 541 -------------) I- v 1:-------------------------------. ^ 368 \ 542 -------------) 163 ------------. <-. <-. ^ 333 ^ 48 ---) / 151 713 48 <--. ^ .--) I I I NB TOTAL 912 I::::::::::::::::::::::~--------~:::::::::::::::::::::::::::~---------~::::::::::::::::::::::::::::::::::::::::::::::::::::: EB LT = 184 NB LT = 76 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 288 472 SB TH = 244 . 320 ------------------------------- -------------- OR OR 0 TO 1,200 llNDER SB LT = 119 1,201 TO 1,400 NEAR NB TH = 381 500 ) 1,400 OVER ----^ 1_- 1614 ----) 1083 EB TOTAL v 163 76 75 380 381 ,----------------------------------------------------------------------------------------------------------------------------------, -. .~ LT = oJ TH = 36 542 578 E-W CRITICAL 578 + N-S CRITICAL 500 = 1078 STATUS? llNDER : PLAHHING APPLICATION WORKSHEET .----------------------------------------------------------------------------------------------------------------------------------. L. SIPA (1985 HCK Signalized Intersections Planning Analysis) version 2.0 -.--------------------------------------------------------------------------------------------------------------------------- LLNTERSEcrrON: CONGRESS/LANTANA DATE: 8/23/95 ANALYST: CP&A TIME PERIOD ANALYZED: PM PEAK ?ROJECT: 950404 CITY/STATE: BOYNTON BEACH :mlER PROJECT INFORMATION: EXISTING CONDITIONS [---------------------------------------------------------------------------------------------------------------------------------- - SB TOTAL 1664 296 ^ WB 651 650 181 182 ^--- TOTAL N 1249 (---- 1675 .^. I I I (--' V ,--) I 354 947 363 / ~-------------------------------' 1- . . . . (--- 354 v 297 v 130 v .---- .---. ,-) '-) \ ,-------------------------------- ^ I ^------------ 296 (------------- 625 (------------- 624 1- ------------ 65 v ------------ 65 v L N-S STREET: CONGRESS AVE E-W STREET: LANTANA RD L ^ 126 ------------^ ^ 1- 126 ------------^ 445 -------------) I- v 1--------------------------------. - ^ 252 \ 445 -------------) 193 ------------. (-. (-. ^ ^ .-) -------------------------------- / 323 851 126 (--. ^ .--) I I I HB TOTAL 1300 I::::========================~--------~========:=:======:::::::::::~---------~::::::::::::::::::::::::::::::::::::::::::::::::::::: EB LT = 126 NB LT = 162 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 625 751 SB TH = 651 813 ------------------------------- -------------- OR OR 0 TO 1,200 ONDER SB LT = 182 1,201 TO 1,400 NEAR NB TH = 426 608 ) 1,400 OVER ----^ L ----) 890 1335 EB TOTAL v 193 162 161 425 426 126 ,.____________________________________________________________________________________________________________---------------______1 - r:'q LT = TH = 65 445 510 E-W CRITICAL 751 + N-S CRITICAL 813 = 1564 STATUS? OVER t .1 PLANNING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- SIPA (1985 HCH Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- ..NTERSECTION: CONGRESS lLANTAHA ANALYST: CP&A 'ROJECT: 950404 il'HER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/23/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOY1f1'ON BEACH ---------------------------------------------------------------------------------------------------------------------------------- 651 650 181 182 296 ^ WB ^--- TOTAL 1249 <---- 1675 N SB TOTAL 1664 I I I <--I V 1--> 354 947 363 / --------------------------______1 ^ . . . . . . <--- 354 v 297 v 130 v .---. . . '-> 1_> \ 1______-------------------------- ^ ^------------ 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 1 323 851 126 <--. ^. .--> I I I HB TOTAL 1300 162 161 425 426 126 ---------------------------------------------------------------------------------------------------------------------------------- ---------------------------- ----------------------------------------------------- EB LT = 126 NB LT = 162 MAXIMUM SUM OF CRITICAL VOU1HES CAPACITY LEVEL WB TH = 417 543 SB TH = 651 813 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER -- r'1l\ LT = 65 SB LT = 182 1,201 TO 1,400 NEAR TH = 297 362 HB TH = 426 608 > 1,400 OVER 1______----------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 543 + N-S CRITICAL 813 = 1356 STATUS? NEAR : PLANNING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- . ~. SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 ------------------------------------------------------------------------------------------------------------------------------ 1 INTERSECTION: 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 COHDITONS l---------------------------------------------------------------------------------------------------------------------------------- . SB TOTAL 1674 202 ^ WB 116 373 373 373 219 220 ^--- TOTAL N 525 <---- 845 ^ L I I I <--, V ,--> I 116 1119 439 / .- :-------------------------------' <-' . . . . 118 v ,---. .---. v v v '-> ,-> \ ,-------------------------------- ^ 1- ^------------ 202 <------------- 263 <------------- 262 1 ------------ 59 v ------------ 59 .L v I .L N-S STREET: Military Trail E-W STREET: Lantana Road l ^ 152 ------------^ ^ 1 152 ------------^ 519 -------------> 1 v l--------------------------------. ^ 304 \ 519 -------------> 186 ------------. <-. <-. ^ ^ ^ .-> .l 185 808 122 <--. ^ .--) I I I DB TOTAL 1115 I==============:=::======~--------~========================~---------~================================================ EB LT = 152 DB LT = 93 MAXnroM SOH OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 263 415 sa TH = 373 466 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER SB LT = 220 1,201 TO 1,400 NEAR DB Tn = 270 490 ) 1,400 OVER / ----^ 1528 ----) 1038 EB TOTAL v 186 93 92 269 269 270 122 1 '-1l3 LT = J TH = '._________________________________________________________________________________________________________________________________1 59 519 578 E-W CRITICAL 578 + H-S CRITICAL 490 = 1068 STATUS? UNDER t PLANNING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- . . L{~ SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 .----------------------------------------------------------------------------------------------------------------------------- L IH'l'ERSECTIOB: MILITARY/LAHTANA DATE: 8/23/95 ANALYST: CP&A TIME PERIOD ANALYZED: AM PEAK PROJECT: 950404 CITY/STATE: BOYNTON BEACH l-~~~~~;;;~:~--~:::~------------------------------------------------------;;;_-;--------;;--------------- 122 395 394 394 232 233 ^--- TOTAL N 556 (---- 895 . ^. I I I <__1 V ,--) I 122 1183 465 / :_______________________________1 L . . . . 125 v .---. .---. <_1 v v v 1_) 1_) \ ,-------------------------------- ^ ^------------ 214 (------------- 278 (------------- 278 t ------------ 62 v ------------ 63 L v t B-S STREET: MILITARY TRAIL E-W STREET: LANTANA RD '- ^ 161 ------------^ ^ L 160 ------------^ 549 -------------) L l--------------------------------. v ^ 321 \ 549 -------------) 198 ------------. <- <-. ^ ^ ^ .-) -------------------------------- NB LT = 99 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 439 sa Tn = 395 494 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER ..., LT = 63 sa LT = 233 11201 TO 1,400 NEAR J TH = 549 612 NB TH = 285 518 ) 11400 OVER 1____________________________________________________________________________________________________________----------------------1 197 854 129 <--. ^ .--) I I I NB TOTAL 1180 I::::::::::::::::::::::::::~--------~::::::::::::::::::::::::::::~---------~::::::::::::::::::::::::::::::::::::::::::::::::::::: EB LT = 161 liB Tn = 278 1- / ----^ L 1617 ----) 1098 EB TOTAL v 198 99 98 284 285 285 129 E-W CRITICAL 612 + B-S CRITICAL 518 = 1130 STATUS? UNDER t PLANNING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- ~/ SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 -.--------------------------------------------------------------------------------------------------------------------------- iNTERSECTION: Hili tary /Lantana ANALYST: at 'ROJECT: LAWRENCE & HYPOLUXO lTlIER PROJECT INFORMATION: EXISTING CONDITONS DATE: 5/8/95 TIME PERIOD ANALYZED: PH PEAK (4:45-5:45) CITY/STATE: CITY OF BOYTON BEACH ---------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 1255 159 266 266 266 149 149 I I I (--, V ,--> 159 798 298 / --------------------------------, (-, v v V ,-) ,-) 281 ^ WB ^--- TOTAL N 825 (---- 1263 ^ . . . . . . 157 v .---. . . \ ,-------------------------------- ^ ^------------ 281 (------------- 413 (------------- 412 ------------ 78 v ------------ 79 v N-S STREET: Hili tary Trail E-W STREET: Lantana Road ^ 91 ------------^ ^ 90 ------------^ 312 -------------) 313 -------------) 174 ------------. v ^ 181 \ (-. (-. ^ ^ ^ .-) -------------------------------- / 212 861 103 (--. ^ .--) I I I 106 106 287 287 287 103 HB TOTAL 1176 ____A 980 ----) 625 EB TOTAL v 174 ---------------------------------------------------------------------------------------------------------------------------------- ---------------------------- . ----------------------------------------------------- EB LT = 91 HB LT = 106 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 413 504 SB TH = 266 372 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER . LT = 79 SB LT = 149 1,201 TO 1,400 NEAR I l'H = 313 392 HB TH = 287 436 ) 1,400 OVER ,----------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 504 + N-S CRITICAL 436 = 940 STATUS? UNDER * PLANNING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- . If SIPA (1985 Hot Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- 1 INTERSECTION: MILITARY/LANTANA DATE: 8/23/95 ANALYST: CP&A TIME PERIOD ANALYZED: PH PEAK PROJECT: 950404 CITY/STATE: BOYNTON BEACH I~~~~~~-~-~::~---------------------------------------------------;;;--:--------;;--------------- 168 282 282 281 158 159 ^--- TOTAL N 873 (---- 1338 . ^. I I I <--, V '--) 1 168 845 317 I --------------------------------, <-, 166 v .---. .---. l . . . . v v v ,-) ,-) \ ,-------------------------------- ^ 1 ^------------ 299 (------------- 437 (------------- 436 '- ------------ 83 v 1 ------------ 83 v N-S STREET: MILITARY TRAIL E-W STREET: LANTANA RD I ^ 96 ------------^ ^ 1 95 -------^ 331 -------------) 1 l--------------------------------. v ^ 191 \ 331 -------------) 186 ----------. (-. (-. ^ ^ ^ .-> 226 911 109 (--. ^ .--) I I I NB TOTAL 1246 I=======::============::::::=~--------~=======:::==============::==~---------~===========::::==================:=================== EB LT = 96 NB LT = 113 MAXIMUM SOH OF CRITICAL VOLUMES CAPACITY LEVEL I, ~::: I:: 5~ ::::: ::: 3~ -------::-20"i"-~--~-------- -----~--- TH = 331 414 NB TH = 304 463 > 1,400 OVER I ---_.'\ I~ 1039 EB TOTAL ----> 662 v 186 113 113 303 304 304 109 ,.---------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 533 + N-S CRITICAL 463 = 996 STATOS? ONDER : . -...;. ,'~''''''':'~-'- -. .' ". ' PLANNING APPLICATION WORKSHEET .----------------------------------------------------------------------------------------------------------------------------------. L{ SIP! (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- l INTERSECTION: HYPOLOXO/LAWREHCE DATE: 8/21/95 ANALYST: CP&A TIME PERIOD ANALYZED: AM PEAK PROJECT: 950404 CITY/STATE: BOYNTON BCH l--~~~~~;;~:.~:~~~--~::~~.-------.----------..-------...----------.-----.--.--;~--=----...-;;----...-------- 46 106 79 ^--- TOTAL N 556 <---- 721 .^. 1 I I I <--, V ,--> I 46 106 79 / t"-------------------------------' , , . , 70 v .---. .---. <-' v ,-> \ ,-------------------------------- ^ J ^------------ 95 <------------- 278 <------------- 278 ------------ 70 v 1- N-S STREET: LAWRENCE RD E-W STREET: HYPOLOXO RD 1 1- ^ l 574 ----------,--> 463 l________________________________,v 111 ^ 65 \ 65 ------------^ 574 -------------> <-, 121 ^ 101 ---> / -------------------------------- 78 121 101 <--, ^ ,--> I I I NB TOTAL 300 I:::==================::=====~--------~==::==::==::================~---------~===================================================== EB LT = 65 NB LT = 78 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB Tn = 278 343 SB Tn = 106 184 ------------------------------- -------------- OR OR 0 TO 1,200 ONDER -.., LT = 70 SB LT = 79 1,201 TO 1,400 NEAR ,Tn = 574 644 NB Tn = 222 301 > 1,400 OVER ,----------------------------------------------------------------------------------------------------------------------------------, ----^ t 1213 ----> 1037 EB TOTAL v 111 78 222 E-W CRITICAL 644 + N-S CRITICAL 301 = 945 STATUS? ONDER t PLAHHING APPLICATION WORKSHEET .----------------------------------------------------------------------------------------------------------------------------------. L [ SIPA (1985 HCH Signalized Intersections Planning Analysis) version 2,0 ----------------------------------------------------------------------------------------------------------------------------- 1 INTERSECTION: HYPOLUXO/LAWRENCE DATE: 8/21/95 ANALYST: CP&A TIME PERIOD ANALYZED: AM PEAK PROJECT: 950404 CITY/STATE: BOYNTON BCH OTHER PROJECT INFORMATION: FUTURE CONDITIONS 1---------------------------------------------------------------------------------------------------------------------------------- - SB TOTAL 289 120 ^ WB 49 134 106 ^--- TOTAL N 599 (---- 793 ,^. I I I (--, v ,--) 49 134 106 / l--------------------------------, , . , , l 74 v .---. .---. (-' v '-) \ ,-------------------------------- ^ l_ ^------------ 120 (------------- 300 (------------- 299 l ------------ 74 v 1 L N-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD 1- 1- ^ l 619 ----------.--) 494 . v 125 1--------------------------------, ^ 69 \ 69 ------------" 619 -------------) (-, 148 ^ 107 ---) / 94 148 107 (--, ^ ,--) I I I HE TOTAL 349 I============================~--------~============================~---------~===================================================== EB LT = 69 HE LT = 94 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 300 369 SB TH = 134 228 ------------------------------- -------------- I OR OR 0 TO 1,200 UNDER - '~LT = 74 SB LT = 106 1,201 TO 1,400 NEAR TH = 619 693 HE TH = 255 361 ) 1,400 OVER ----^ l 1307 ----) 1113 EB TOTAL v 125 94 255 '._-------------------------------------------------------------------------------------------------------------------------------., E-W CRITICAL 693 + N-S CRITICAL 361 = 1054 STATUS? UNDER ~ -, ,. ,-.-..,...'., :-...... .--. PLANNING APPLICATION WORKSHEET ,---------------------------------------------------------------------------------------------------------------------------------- Lf SIPA (1985 HCH Signalized Intersections Planning Analysis) version 2,0 .----------------------------------------------------------------------------------------------------------------------------- 1 INTERSECTION: HYPOLUXO/LAWRENCE DATE: 8/21/95 _ ANALYST: CP&A TIME PERIOD ANALYZED: PH PEAK PROJECT: 950404 CITY/STATE: BOYNTON BCH l-~-:~::-:~~~::~~:-::::::~:-~~:::~~:--------------------------~-------------------------------------------------------- SB TOTAL 292 118 ^ WB 99 105 88 ^--- TOTAL N 1124 (---- 1376 .^, 1 I I [ , , , , <--' V ,--> l------------::--:~~---~~--------,/ <-' 134 v .---, , , v ,-> \ ,-------------------------------- ^ t ^------------ 118 <------------- 562 (------------- 562 ------------ 134 v l J N-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD 1 ^ 1 458 ----------,--> 354 I v W4 .--------------------------------, ^ 71 \ 71 ------------^ 458 -------------> (-. 152 ^ 91 ---> -------------------------------- 93 152 91 (--, ^ .--) I I I NB TOTAL 336 l::::==::::::::::::::::==::::~--------~:::::==::==:::==::::::::::::~---------~:::::::::::::::::::::::::::::::::::::=::::::::::::::: EB LT = 71 NB LT = 93 MAXIKtlM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 1 WB TH = 562 6~i SB TH = 105 1~: -----------~--~--~~;~~-------- -----~;;---- . ..~ LT = 134 SB LT = 88 1,201 TO 1,400 NEAR .) TH = 458 592 NB TH = 243 331 > 1,400 OVER ,----------------------------------------------------------------------------------------------------------------------------------, / ----^ ----> 812 987 EB TOTAL v 104 93 243 E-W CRITICAL 633 + H-S CRITICAL 331 = 964 STATUS? UNDER : .~ PLANNING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- . ' I. SIPA (1985 HCH Signalized Intersections Planning Analysis) Version 2,0 ----------------------------------------------------------------------------------------------------------------------------- I INTERSECTION: HYPOLUXO/LAWRENCE ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE COHDITIONS 1---------------------------------------------------------------------------------------------------------------------------------- - SB TOTAL 360 150 ^ 1m 105 136 119 ^--- TOTAL N 1202 (---- 1493 .^, DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON Bell I I I (--' V ,--) 105 136 119 1 1:-------------------------------, L , , , , 141 v '___I , . (-' v ,-) \ ,-------------------------------- ^ L ^------------ 150 (------------- 601 (------------- 601 I. ------------ 141 v I; N-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD ^ I 499 ----------,--) 379 v 120 1--------------------------------, - ^ 75 \ 75 ------------^ 498 -------------) (-, 185 ^ 96 ---) 1 113 185 96 L ,.'t\ LT = ,TB = (--, ^ ,--) I I I NB TOTAL 394 I============================~--------~============================~---------~===================================================== EB LT = 75 NB LT = 113 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL 1m TH = 601 676 SB TH = 136 249 ------------------------------- -------------- OR OR 0 TO 1/200 UNDER SB LT = 119 1,201 TO 1,400 NEAR NB TH = 281 400 ) 1,400 OVER ----^ L 1072 EB TOTAL ----) 877 v 120 113 281 141 499 640 ,.____________________________________________________________________________________________________________---------------______1 E-W CRITICAL 676 + H-S CRITICAL 400 = 1076 STATUS? UNDER : PLANNING APPLICATION WORKSHEET .----------------------------------------------------------------------------------------------------------------------------------. SIPA (1985 HeM Signalized Intersections Planning Analysis) Version 2.0 11 ------------------------------------------------------------------------------------------------------------------------------ J IHTERSECrrON: HYPOLUXO/CONGRESS DATE: 8/21195 ANALYST: CP&A TIME PERIOD ANALYZED: AM PEAK PROJECT: 950404 CITY/STATE: BOYHTON OCR OTHER PROJECT INFORMATION: EXISTING CONDITIONS l----------~;-~~---;43---------------------------------------------------------------------------~~;--:--------;;--------------- 87 271 270 215 ^--- TOTAL N 529 (---- 735 .^, I I I <--' V '--> l 87 541 215 1 - --------------------------------, . , . , 94 v .---. . , <-' v v ,-> \ ,-------------------------------- ^ l ^------------ 112 <------------- 265 <------------- 264 1 ------------ 94 v 1 '- N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD ^ j 158 -----~------^ 469 -------------> 1 v 1--------------------------------, ^ 158 \ 469 -------------> 186 ------------. <-, ^ ^ ,-) -------------------------------- 207 424 163 <--, ^ .--> I I I NB TOTAL 794 l======:=:====:::==:=====:===~--------~==:==:========:::========:==~---------~:::::::::::::::::::::::::=::::::::=:==::::::::=:::::: EB LT = 158 NB LT = 207 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 265 423 SB TH = 271 478 ------------------------------- -------------- I OR OR 0 TO 1,200 UNDER .. '~LT = 94 SB LT = 215 1,201 TO 1,400 NEAR ,) TH = 469 563 DB TH = 212 427 ) 1,400 OVER 1 ----^ I ----) 938 1282 EB TOTAL v 186 207 212 212 163 1__________________________________________________________________________________________________________________________________1 E-W CRITICAL 563 + N-S CRITICAL 478 = 1041 STATUS? UNDER : PLAHHING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- , ' SIPA (1985 HOf Signalized Intersections Planning Analysis) Version 2.0 L.. ----------------------------------------------------------------------------------------------------------------------------- LIBTERSECTION: IIYPOLUXO /CONGRESS ANALYST: CP&A PROJECT: 950404 OTHER PROJECT INFORMATION: FUTURE CONDITIONS 1---------------------------------------------------------------------------------------------------------------------------------- - SB TOTAL 902 118 ^ 1m 104 286 285 227 ^--- TOTAL N 576 <---- 793 ,^, DATE: 8/21/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BCR I I I <--' V ,--) I:---------_:~~-_:~:__::~---_____,I , , . . 99 v .---. .---. <-' v v ,-) \ ,-------------------------------- ^ I. ^------------ 118 <------------- 288 <------------- 288 L ------------ 99 v L I'. H-S STREET: CONGRESS AVE E-Ii STREET: HYPOLUXO RD ^ 178 --------~---^ 502 -------------) 503 -------------) 206 ------------. v I~-------------------:--~;;------.\ <-, ^ ^ ,-) / ----------;;~--~~;--~;;--------- ----^ <--, ^ ,--) I 1~9 ----) 1005 I I I TOTAL v 206 230 224 224 172 1lB TOTAL 850 .I=:::=::::===================~--------~========================:===~---------~====::=:=:=::=:::===::=:==:=::::::::::::::=::::::::=: - EB LT = 178 HB LT = 230 MAXIMUK SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH = 288 466 SB TH = 286 516 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER ~ ':I~ LT = 99 SB LT = 227 1,201 TO 1,400 NEAR TH = 503 602 1lB TH = 224 451 > 1,400 OVER .----------------------------------------------------------------------------------------------------------------------------------, E-Ii CRITICAL 602 + N-S CRITICAL 516 = 1118 STATUS? UNDER : PLAHHING APPLICATION WORKSHEET .----------------------------------------------------------------------------------------------------------------------------------. SIP! (1985 HeM Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- _NTERSECTION: HYPOLUXO /CONGRESS ANALYST: CP&A --'ROJECT: 950404 iTHER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BCH ---------------------------------------------------------------------------------------------------------------------------------- 141 271 270 192 174 ^ 1m ^--- TOTAL N 779 <---- 1191 ^ , . . , , , 238 V .---. .---. SB TOTAL 874 I I I <--' V '--) 141 541 192 / --------------------------------, <-, v v '-) \ ,-------------------------------- ^ ^------------ 174 (------------- 390 (------------- 389 ------------ 238 v I I~- N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD ^ 208 ------------^ 331 -------------) 331 -------------) 162 ------------, v (-, ^ ^ ,-) -------------------------------- ^ 208 \ / 407 779 100 ----^ <--, ^ .--) 1~2 ----~ 662 I I I I TOTAL v 162 407 389 390 100 HB TOTAL 1286 I--::::::::::::::::::::::::::~--------~::::::::::::::::::::::::::::~---------~::::::::::::::::::::::::::::::::::::::::::::::::::::: ,- EB LT = 208 NB LT = 407 MAXIMUM SUM OF CRITICAL VOLllHES CAPACITY LEVEL 1m Tn = 390 598 SB Tn = 271 678 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER _ liB LT = 238 SB LT = 192 1,201 TO 1,400 NEAR Tn = 331 569 NB Tn = 390 582 ) 1,400 OVER / .--------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 598 + N-S CRITICAL 678 = 1276 STATUS: NEAR ~ , ' ~._-_-.._'-.. ~. .-~ --- -- .--- .- PLANNING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- . . --:( ._------------------------~::~-~::~:_~~-~~~~~:~_:~:~~:~~~~_::~~~~-~~::~~~~--~~~~~~-~:~----------------------------- JI INTERSECrIOH: HYPOLUXO/COHGRESS DATE: 8/21/95 ANALYST: CP&A TIME PERIOD ANALYZED: PM PEAK --I PROJEcr: 950404 CITY/STATE: BOYNTON BCH OTHER PROJEcr INFORMATION: FUTURE CONDITIONS j---------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 937 184 ^ WB \ m~m~ ~~ N _I I I I 842 (---- 1277 I (--I V 1--) I 163 571 203 / _1--------------------------------1 (-I ^ , , : : 251 v .___e .---. v v 1_) \ 1______-------------------------- ^ J ^------------ 184 (------------- 421 (------------- 421 J ------------ 251 v I J i i J I I J I J N-S STREET: CONGRESS AVE E-Ii STREET: HYPOLUXO RD ^ 233 ------------^ 359 -------------) I -J I 183 ------------. \ V J ------------------:--;;;------' \ I ----^ I 1~4 ::::: 718 I I I ! TOTAL v 183 442 411 412 106 NB TOTAL 1371 I::::=:::::::::=::::::::~------~::::::::::::::::::::::::~---------~:::::::::::::::::::::::::::::::::::::::::::::== - EB LT = 233 HB LT = 442 MAXIHUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL I WB Tn = 421 654 S8 Tn = 286 728 ------------------------------- -------------- J '-a LT = 251 OR SB LT = 203 OR 1120~ : i:~~~ 0:: ( j Tn = 359 610 NB Tn = 412 615 ) 1,400 OVER ,___________________________________________________________________________________________________________________---------______1 359 -----------) (-, ^ ^ ,-) -------------------------------- , I 442 823 106 (--, ^ .--) E-W CRITICAL 654 + H-S CRITICAL 728 = 1382 STATUS? HEAR t