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TRAFFIC STUDY (NOV 1997) Traffic Impact Study Commercial Development Palm Beach County Grove Plaza Traffic Analysis Lawrence and Hypoluxo Commercial Center Prepared for the Bob Fay Prepared by Carnahan · Proctor and Associates November 20, 1997 fn)~@~U~~i IJI) IIW 2 5 I!I!JI l!!J PLANNING AND ZONING DEPT. \ PROFESSIONAL ENGINEER CERTIFICATION I hereby certify that I am a registered professional engineer in the State of Florida practicing with Carnahan. Proctor and Associates, Inc., a Florida corporation authorized to operate as an engineering business, EB #0002936, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, located at 6191 West Atlantic Boulevard, Margate, Florida 33093-4399 and that I have approved the evaluation, findings, opinions, conclusions, and technical advice hereby reported for: PROJECT Lawrence and Hypoluxo Commercial Center CLIENT Bob Fay 160 N.W. 16th Street Boca Raton, Florida 33432 PROJECT DESCRIPTION Traffic Impact Study in accordance with Palm Beach County Land Development Code. LOCATION Boynton Beach, Palm Beach County I acknowledge that the procedures and references used to develop the results contained in this report are standard to the professional practice of transportation engineering as applied through professional judgment and experience. ,0/) / ./) /],/) SIGNATURE:~t): ~ NAME: Robert L. Campbell P.E. NUMBER: 26782 DATE: November 20,1997 TABLE OF CONTENTS INfRODUCTION 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$le I I 3 3 3 5 5 5 5 10 10 13 13 13 15 CONCLUSIONS & RECOMMENDATIONS 16 INTRODUCTION DeSanti & Associates retained Carnahan-Proctor & Associates, Inc. to prepare the Traffic Impact Study for the proposed Lawrence and Hypoluxo Commercial Center. The Study was performed in conformance with Section 15. (1) E of the Palm Beach County Land Development Code. 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.P.) of general retail . 2,940 S.P. 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 These Standards require development to meet two "tests". Test 1, 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 Lawrence and Hypoluxo Commercial Center La~ ~~O~d - - -l- _ _ _ _ - - - " III o a: en o ., I ~I il :EI I I CD j c CD > < In In CD ... en c o o ------r- ~ , Hypoluxo Road BiI i ~(J) o LL.Z< a: en!,!!!2 ~ ~~li! i ~~~ ~ oen U ~~ I ~~ 8~ . ~~ ~ <Da: ! u.....J en;;;: ~~ .... Z u..< en a: ~~ "'en w a: I I ---1 I HypolU.O Road rive wa I Gateway Blvd L I /-- I 1-......-- \.. I I -: ----,----- : I ~ I ~I CD I g I I I ~ I I I ~ I III I .J;;;;;\ I Boynton Beach Blvd I ..J J I _ - L - - ~1------r----- I-------T--". U I : I I I I I I Figure 1. Development Site Location and Development Master Plan. 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. Land Use Size Rate Gross Tips 7,200 632.12 4,551 1 748 748 2,940 737.99 2,170 15,560 formula 2,209 3,800 265.21 1,008 Total 10,686 Pass-by Rate Pass-by Trips New Trips 0.3 1,365 3,186 0.58 434 314 0.45 976 1,193 0.447 989 1,221 0.46 464 544 Total 6,458 Internal Rate Internal Trips New Trips 0.05 159 3,027 0.37 116 198 0.05 60 1,134 0.05 61 1,160 0.05 27 517 Total 6,035 Fast Food Restaurant Gas Station Convenience Store Retail Drive-in Bank Land Use Fast Food Restaurant Gas Station Convenience Store Retail Drive-in Bank Land Use Fast Food Restaurant Gas Station Convenience Store Retail Drive-in Bank Study Area The maximum radius of development for Test I, for the net trip generation of 6,035 trips per day is 3 miles. This comes from Table 2A, Test 1 - Link/Buildout Test, maximum radius of development influence. The influence for test 2 is 2 miles from Table 28. (See Figure 2). 3 , , \ I \ \' ',..........., \) I \ (', I / Ii: " / :- ~a::;! .!!!V\! L \ ~ I [-I ----Ir----- ,/ \ , I / .....r-----------------i-l ~"" o -........- ,,' I : i : ..-------- I I I ~ I I I ca I 1 -€V 1S0y.to~ ~~v~ - ~ - - - _....-j_ - - ---+--- - -I... - - : I : : I "C ca o a: en o .., Lawrence and Hypoluxo Commercial Center La~ ~~o:d - - -1- _ - - - - -- Gl :;, C Gl > <C III III Gl .. en c o o , .iij , 51 :Sl ___1_-_ // ",,- I -..0..... , , .. , .... , .... , .. , .. :' ........ : I .............. I ----- I , , , , -' Lantana Road r 3 - Mile Iso line Test 1 i I I I I , , , , , , , , , " .... .... ,," ,.. 'YPOIUXO Road ( -- - ( , / .......... I , ... ..l.... \'" T '" ..................... .. \ \ Ell /" , , , " 1/ 1 /, , I I / , ,,' , , , , , , , , , , , , , I , I I I , I , , , , , , Figure 2. (solines of Development Influences for Tests 1 and 2. Existing Conditions Existing traffic counts were obtained from the Palm Beach County Metropolitan Planning Organization for 1996-97. 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 assured for construction. Lawrence Road is included in the County's Budget for construction in FY 97/87. This improvement is a 2.0 mile upgrade to a 5-lane typical cross-section from Gateway Boulevard to Hypoluxo Road. Gateway Boulevard is to be upgraded to 6-lanes between Military Trail and Congress A venue. Congress Avenue is to be upgraded to 6-lanes between Miner Road and Hypoluxo Road. 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 lanes. Lawrence Road is asserted for construction as a 5-lane roadway that is four travel lanes and a two-way-Ieft-turn lane. Background Traffic Background traffic growth was calculated using the mSTORICAL TRAFFIC GROWTH TABLES of the County Engineer. Table 1 contains a portion of the County Tables for road segments within the 3-mile isoline of development influence. The Map review was to infer if any major roadway project would induce any diversion of traffic to new routes. No major projects were found which would make any significant changes. Figure 5 is a roadway network map annotated with the total background traffic. The background traffic is for the period of mid-1998 to mid-1999, that is 1998-1999. This is the estimate of the market absorption for the proposed development. The convenience store with gas pumps will likely be the first parcel developed. 5 Lawrence and Hypoluxo Commercial Center La~ ~orth RO~d - - -1- _ _ _ _ _ _ _ BiI I I ( ~ I I : ! I Gateway !!v~ L 14748 I 22507 ~ '-....../ \. .. . ... . I -: ----!----- : I ~I I ~'~I : ~H ~ I I ~ I ,- : I al I ~ IBoynton Beach Blvd I ...IJ I _ _L -- ~l------I---- :---~ I Sou rce: Palm Beach County 1996.1997 Daily Traffic Count Volumes, August. 1997. " al o a: Cl o -, I ~I il :el I ~I! ~ I I 29994 ... . Lantana Road 25445 ... . ~I ! I ~I: ~ I I 25929 I ... . 28937 ... . Hypoluxo Road 15087 ... . G) ::J C Gl > < fn fn G) ... Cl C o o I 30536 ... . ~----+- 33345 ... . I I ~I! ~ I I I I Figure 3. Existing Traffic Volume Counts for Major Roads Withins Influence Area. 6 Lawrence and HYPoluxo Commercial Center '0 as o a:: Cl o .., 1 161 ... il :EI 1 I CD ~ c: CD > < en en CD ... Cl c: o o 41 La~ ~o~O:d - - -1- - - - 6. - - - - I 4 4 I I ---6----r- ..L " I 41 I 1 I 6 I 6 : ( I : I I : I I I ~ Gate;~!!v~\. L : 047 I "'- -I ----1---6---1 1 2 1 I "C I 1 6 6 ~I I 1 g I LEGEND 1 I ~ I 1 ~ I Freeway -@~BOynto~ ~~v~ _ t-- _ _ _ -l 6 Lanes - - -- : I Lantana Road 4 I I I 2 I I Hypoluxo Road I DiI 1 I J I I 6 6 ~ Arterials 6 Lanes 4 Lanes 2 Lanes Figure 4. Number of Existing and Assured Construction Road Lanes. 7 TABLE 1 SELECTED ROAD SEGMENTS. 1996-1997 YEAR COMPOUND GROWTH RATES --..- -- - - u _ -- -.--- 'i;,:9p~~6: " .... Avg., if Annual "'AD! '" Growth ,. . . ... ~: - -. ": ~ - ,~ !: Lawrence Rd. Lantana Rd. Hypoluxo Rd. 6.796 7.004 7.125 7.443 3.08% Lawrence Rd. Hypoluxo Rd. Gateway Blvd. 7.646 7.866 9.615 10.743 12.00% Lawrence Rd. Gateway Blvd. Old Boynton Rd. 10.652 10.911 12.300 11.934 3.86% Military Trail Melaleuca Ln. Lantana Rd. 31 .639 30.968 31 .402 33.837 2.26% Military Trail Lantana Rd. HYPoluxo Rd. 24.849 25.632 26.336 29.501 5.89% Military Trail Hypoluxo Rd. Gateway Blvd. 23.763 24.693 23.763 24.693 1,29% Congress Ave. Lantana Rd. HYPoluxo Rd. 23.439 23.854 23.583 23.976 0.76% Congress Ave. HYPoluxo Rd. Miner Rd. 25.540 28.327 27.375 28.813 4.10% Lantana Rd. Jog Rd. Military Trail 21.064 23.140 23.520 25.445 6.50% Lantana Rd. Military Trail Congress Ave. 28.259 28.169 28.192 29.994 2.01% Hypoluxo Rd. Jog Rd. Military Trail 10.556 12.693 13.492 15.087 12.64% HYPoluxo Rd. Military Trail Lawrence Rd. 21. 716 22.696 24.309 25.929 6.09% Hypoluxo Rd. Lawrence Rd. Congress Ave. 23.995 26.947 27,198 28.957 6.47% Hypoluxo Rd. Congress Ave. 1-95 27.973 30.439 29.809 33.345 6.03% Gateway Blvd. Military Trail Lawrence Road 14. 130 14.219 14.089 14.748 1.44% Gateway Blvd. Lawrence Road Congress Avenue 19.783 21.190 20.875 22.507 4.39% Areawide 321.910 337.127 342.983 366.952 4.46% Source: 1996-97 Year Compound Growth Rate Table. Department of Engineering and Public Works. Palm Beach County. September 1997. 8 I: \ excelS \ ftles \alt\mlsctrat\lw-hypo3.xls Lawrence and Hypoluxo Commercial Center La~ ~~O~d - - -1- _ _ _ - - - - " ca o a: en o .., 1 el il :21 1 G) ::l C G) > < lIJ lIJ G) ... en c o (J I ~1! :g 1 I Lantana Road 31120 . . I 31610 . . 28860 . . ~1 ! I 81: ~ I I 29180 I . . ~----+- Hypoluxo Road 32880 . 37490 . . . 19140 ~y - . . I I I I ~1! ~1! ,. ( I I I Gateway ~v~ L 15180 I 24530 1-...... ___/ \ . . I. . I -: ----!----- I il I I ~I 01 I : gl~ I lilT"": I ca I ~ I Boynton Beach Blvd I -lJ I _ _L -- ~l------I---- :------:--- I Sou rca: Palm Beach County 1996-1997 Daily Traffic Count Volumes, August, 1997, and Growth Factors Figure 5. Background Traffic Volumes for Major Roads Within Influence Area. 9 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. 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. Residentialland use was the basis for distribution of trips. The following distribution was obtained: TRIPS DISTRIBUTION DIRECTION North South East West PERCENTAGE 27% 33% 24% 16% 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 contains the total 1999 traffic volume for the development. The total traffic volumes are the summation of the assigned project traffic, the projected 1999 background traffic growth, and the existing 1996-1997 traffic volume. The future traffic volumes were the basis for determining the level of service. Figure 7 also contains the maximum limiting traffic volume values for the roads within the influence area. 10 Lawrence and Hypoluxo Commercial Center La~ ~orth RO~d - - -1- _ _ _ _ _ _ _ "C I'll o a: Cl o -, I el il ~I I GI :J C GI > < In In Q) .. Cl C o o I ~1! I 177 .. . I Lantana Road 331 544 .. . I ~1: ~ I I 966 I . ~----+- 153 .. . ~1 ! 1440 446 Hypoluxo Road .. .. . .. . .. . EIiI 204 , I ( ! I Gateway!!v!.. L 456 I 683 1-.............../ \ .. . .. . I -: ----!----- I I ]: I I ~ I I ; I : I ~: I ~ I Boynton Beach Blvd I -JJ I.... _L -- ~l------I---- :-------r--- I Source: Palm Beach County 1996-1997 Daily Traffic Count Volumes, August, 1997. and Growth Factors I I r:tl' C\/ I I I I Figure 6. Development Traffic Volumes for Major Roads Within Influence Area. 11 Lawrence and Hypoluxo Commercial Center La~ ~orth RO~d - - -1- _ _ _ _ _ _ _ "C I'll o a: Cl o -, Lantana Road Hypoluxo Road '" : ( I I I Gateway!!v!.. L I- / \ I '--- -: : I LEGEND I 1ii1 il ~I I I GI :J C GI > < In In GI .. Cl C o o I I ---r- .L " I I ) EIiI Project plus Background Traffic LOS D Limiting Traffic Volume Figure 7. Daily Total Future Traffic Volumes and Level of Service D Theshold Values. I I 12 Level of Service A1Ullysis The traffic analysis must demonstrate compliance with the standards contained in Section 15. (I) D, subsection 2 (A) and (B). 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 - UNKlBuildout Test The following segments within the 3 mile area of development of influence exceed the allowable level of service for Test 1: . Lantana Road from Military Trail to Congress Avenue . Hypoluxo Road from Lawrence Road to Congress Avenue . Congress Avenue from Hypoluxo Road to Melaleuca Lane However, the project traffic for Congress Avenue, 166 vehicles per day, does not exceed the allowable 1/5 of 5% tolerance which is 311 vehicles per day. The Lantana Road and Hypoluxo Road segments 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 because of the project traffic. Alternate Test 1 Alternate Test 1 can be satisfied if peak hour, peak season, peak direction volume does not exceed the allowable level of service listed for the peak hour directional volumes for urbanized areas in Table 5-1, Class la and 16 and Group 1 of the FDOT Level of Service Manual, (August 1995) 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 A venue are included in Appendix A. The peak to daily ratio (KPm = 9.1 % and Kam = 8.2%) and directional factors for the morning (64% eastbound) and evening (60% wetbound) peak hours were applied to the existing average daily traffic count information from the Metropolitan Planning Organization and the future volumes. The future volume is the sum of the project traffic and background traffic. The results of the analysis are as follows: 13 LINK ANALYSIS Lantana Road, East of Military Trail Condition Direction Peak Hour Peak Volume Existing Existing Future Future Eastbound Westbound Eastbound Westbound AM PM AM PM 1574 1683 1637 1703 Hypoluxo Road, East of Lawrence Road Condition Direction Peak Hour Peak Volume Existing Eastbound AM 1517 Existing Westbound PM 1579 Future Eastbound AM 1801 Future Westbound PM 1874 The maximum peak hour, peak season, peak directional volumes does not exceed the 1890 vph threshold. Therefore, the link capacity requirements for Lantana Road and Hypoluxo Road are satisfied. Peak hour turning movement counts were factored to the future for the intersections of Lantana RoadlMilitary Trail, Lantana Road/Congress Avenue, Hypoluxo Road at Lawrence Road, and Hypoluxo Road Congress Avenue. Intersection planning capacity analyses were preformed to obtain the sum of the critical movement volume. 14 These intersections will operate with the following critical volumes: INTERSECTION ANALYSIS Locations Condition Peak Hour Sum Critical Volumes LantanaIMilitary Future AM 1226 Future PM 1081 HypoluxolLawrence Future AM 1202 Future PM 1227 Hypoluxo/Congress* Future AM 917 Future PM 1174 These three intersections do not exceed the maximum allowable 1400 sum of critical volume. This analysis uses the assured construction for the Congress Avenue improvement. The intersection of Lantana Road and Congress Avenue currently operates in the P.M. Peak Hour with the sum of critical movement exceeding 1400 vehicles. The project adds at total of 31 vehicles to the intersection which has an incoming P.M. volume of 1411 vehicles. Given the lane arrangement, the project adds 3 vehicles to the sum of critical movements. The Lantana Road segment from Congress A venue to Military Trail and Hypoluxo Road from Lawrence Road to Congress A venue 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 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%. From Table 2B of the code, the maximum radius of development influence for the generated 6,035 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. 15 CONCLUSIONS AND RECOMl\1ENDATIONS From performing Test 1, Alternate Test 1 and Test 2 the proposed development conforms with the Palm Beach County Traffic Performance Standards. We recommend that the project be granted a Site Development Order. 16 e:\word6laltlhypolawr\law-hyp4.doc APPENDIX A Volume R~p0rt with 24 Huur Iotnl~ raGe 1 ~**~*~~*+~~~*~****~*~~****~~~~~~~~.*~**~~*~~***+~+***********~*~*~*~***~*****~~* -"'<ita rile lar.ioll 1 "nt.ifiC:::.lt.i.011 t" t d.:t to:- t(.p d.Jtl!: .ity/TONl1 L,;q;-:lti0n DOI04.013.PRN 000000004605 00000000000: J:;IU ," ').+ Jnn 5,9.', CHARLES RALPH LANTANA RD. :?OO' 1. n r. l': 1." v .:J 1 Start time Stop tLmQ CoulIly R or MILITARY TR. .:.~ minut':.;-."; O'~:30 09:.30 P.B. ::\11 .',/Jan ) --,~~~*********~~*****~***~*******~**~********~*~~**~*******~~**~~*~*~~~~~~~~~~~~~~*~ 01 0:: ~a5tbound Voluw~ for L~ne 1 " . v'.} .~ !1 d T 1111 '=' ao -----------------------------------------------------_________________4.__________ 11 15 30 !. 5 00 1.5 20 10 11 .J.jl- Tot.:ll ,'5 G .----------------------------~..----------~.~~~----------__________________._J..___ "l" -... 23 ~lIJ T lUl~~ 12 , . ..!.) 30 .+S 00 1 n, J..u.... 20~ 21') 219 Ill" T'ital 825 --------------------------------------------------------------------------------. t J 9 221 197 20~ 221. 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""" 108 :. 1 7 GI9 :'06 :~~ 7 3~2 .'127 .:ow .1- .j 'J - ..... - ---- F- Total . .. , 105 55 .', '} ?j .100 1189 '2J77 1914- 1/,05 15~2 1533 .1 u-+ ----------- ~.-------------------~---------------------_________________t. I.;nd Time.> .12 . ., 14 1 ~ 1G 17 1 8 19 20 ~1 2:2 ?"" .L .J .1..) _ J ----...... 15 ..."" 4' ~ 47"3 52.', 591 678 '5 (, :.. :"77 ??' .,,. . 111n III ..) \1 ,.f .... , --.... ~.l.:. ::0 , " ,. ~~C) 5:, l) 51~ Sr..) 6GO 50~ .'1,.... ~ 235 238 1 'I 5 ... = 10'='\.1 ~v ) ,) J ~5 ' -) ~ .',2S ~ (; 6 'i41 j9fJ (.,.')2 418 271 191 . <:) ~ 14tl 105 ~_J .1., . 00 .,+ 11 , 59 575 ),;? 598 )7') , ..~ I" 259 " . 7 187 121 (,7 -+..::..tJ .!-I ---- -- U 1" To t.:Jl 16 ' .., 177.+ 205<:l ~153 ""...,.'"'7..... 2539 1"1~ 1 .., , " G67 " '"'11 594 360 l.} .:....}/~ .1..7.1."} I.~.!. 'J \.1 / '. -~--------~...--------------------_.------------_.----------------------------.----. H IJ U r T .:. t. .:\ 1 2'.}201 '. pt:i:li.. h'HI\.' ::'.:::;ins : 07:15 A~.r peak v<..dlJm~ 2Y~7 P",.,J, hi)Ul: f~lt~LI.I:r ; 0.9(, p"~1 L) .:: .:; k 11 '.' u r ~),:, ~ .i n :3 1 (, : !, ~ P ~1 P ~ .3 k v 0 III In ~ 2 (. n [] p '': .:\ k 11') u t' f.; c :: (I r : O. ';) C : .*~**~******.~****~~~****~**~*.~**~***~-~***~******,~~~~~*~*~*~~~~~~~~~.~*.~~~~~~~~*~ 60/S0'd 0a:; 8"7 WI:' ~c~~c~cccccc~~~cc S~:91 S~~1-61-od~ volume Report with 24 Hour Totals Page 1 ~~*****************************************************************************~ Data FilA D0821001.PRN tat ion 000000000002 .~~ntification 000000000622 Interval rt date Aug 21, 95 Start time top date Aug 22, 95 Stop time ity/Town BOYNTON BEACH County Location HYPOLUXO RO BETWEEN CONGRESS @ LAWRENCE -*****************************************************************************~ ug 21/Aug 22 Eastbound Volume for Lane 1 C-nd Time 15 30 45 00 " T0ta 1 00 20 20 25 8 73 01 9 18 39 02 7 6 7 10 10 03 11 4 11 8 34 04 10 22 33 19 84 05 35 39 58 84 216 06 90 143 158 201 234 282 345 289 592 1150 15 mi nutes 21:30 21:30 PALM BEACH 07 08 09 172 166 152 163 653 166 177 145 169 657 10 11 5 33 261 243 210 193 907 178 208 1~9 243 828 .------------------------------------------------------------------------------ 2:3 End rime 15 30 -- 45 00 12 190 167 165 ~J Total 716 13 155 189 226 190 760 14 224 200 202 230 856 15 243 245 229 222 939 16 242 247 228 204 921 17 207 229 224 207 867 18 211 197 204 171 783 153 162 148 147 610 19 20 21 100 82 148 103 4:33 22 86 72 60 65 283 58 46 41 17 ----------------------------------------------------------------------------.- 162 157 117 103 107 484 o:."T riour Total 13080 AM pef;~ l'lour begins : 07: 15 AM peak volume : 1177 Peak hour factor : 0.85 ! 1 peak houl begins : 14:45 PM peak volume ; 947 Peak hour factor : 0.97 ,***************************************************************************~* Aug 21/Aug 22 Westbound Volume for Lane 2 ------------------------------------------------------------------------------ I 1d Time 00 01 02 03 04 05 06 07 08 09 10 11 -- ... . ..... - -- .- 15 47 18 16 3 3 8 71 146 150 124 135 166 30 16 10 11 5 5 22 109 177 142 138 186 173 45 17 10 14 6 12 37 140 225 132 129 142 163 -~~- 00 21 15 8 7 16 63 129 176 126 143 145 152 --- .--....... r II' Total 101 53 49 21 36 130 449 724 550 534 608 654 -------------------------.-...--------------------------------------------------.-- -- "Id Time 13 14 15 16 17 18 19 20 21 "?..., 23 12 .. .... ------- 15 155 191 199 j94 246 323 306 189 154 109 94 70 - 30 173 186 190 .208 247 306 270 203 191 126 79 50 4.:. 195 211 210 216 294 281 253 189 130 112 62 60 00 167 219 213 274 255 267 230 176 128 99 61 54 -------- I Tot(:11 690 807 812 892 1042 1177 1059 7...,7 603 446 296 234 --------------------------------------------------------------------------------- ~.: iou r Tot.:d 12724 - begins peak volume 728 Peak h(Jur factor : 0.81 I , pp.a k hour : 07: 15 AM : i 1 pe8k hOU1- begins : 16:30 PM peak volume . 1178 Peak hour fa c t 0 1" 0.91 ****~***~~****~*********.**********************>> ~*********~**********~~~*%* Volume Report with 24 Hour Totals Page 2 7 k**************************************************************************** [L-,...a. File D0821001.PRN , .atian 000000000002 lden~ific8~ion 000000000622 Interval Start date Aug 21,95 5tsyt time \ ,C)p date Aug 22. 95 Stop time LA tv IT (."')wn BOYNTON BEACH County location HYPOLUXO RD BETWEEN CONGRESS @ LAWRENCE . *~~~*~*~********************************************************************* ~ 19 ~?l/AlJg 22 Total Volume for All Lanes 15 minutco 21:30 21:30 PALM BEACH tld Time ------------------------------------------------------------------------------- 11 1 - 30 45 00 00 67 36 42 29 Tot.al 174 01 25 15 19 33 92 02 22 18 24 18 82 03 14 9 17 15 55 04 13 27 45 35 120 05 43 61 95 147 06 161 252 298 330 380 459 570 465 07 08 09 296 304 281 306 301 363 287 314 10 3.:14 381 362 395 346 1041 1874 1457 1187 1265 1482 411 385 342 319 E!ld Time ------------..------------------------------------------------------------------ 23 15 30 - 45 )0 1.2 349 363 362 332 13 346 375 437 409 14 423 390 412 443 15 437 453 445 496 16 488 494 522 459 17 530 535 505 474 18 517 467 457 401 342 365 337 323 19 20 311 308 233 235 ~. Total 1406 1567 1668 1831 1963 2044 1842 1367 1087 21 209 208 260 202 879 22 180 151 122 126 57'7 128 96 101 71 . ._-----_._.~-------------------------------------------------------------------- 396 ~4 Hour Total 25804 ~~ peak hour begins: 07:15 AM peak vclume : 1905 Peak hour factor: 0.84 11 peak hour begins: 16:30 PM peak volume: 2046 Peak hour factor: 0.96 :.~******~******************************************************************~~ APPENDIX B Site Code: CALRAM95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD 'ATION : PALM BEACH Sum of the Primary and Secondary PAGE: 1 FILE: TEMP-4 ---------------------------------------------------------------------------------------------------------------------------------- DATE: 5/04/95 Total Turning Volumes for the Period: 7:00 AM - 9:00 AM [PEDS.] 2 ------------------* . . . . . . . . .. 1484 . .. LANTANA ROAD 633 CONGRESS AVENUE " 2121 191 852 415 1458 1887 2804 284 ------------------* [PEDS.] 2 1560 I . . . . . . . . . . . . I , . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . t :1197 , I I I I I I , 259 ., 1251 CONGRESS AVENUE N W-+-E S 2 [PEDS. ] *------------------ 291 1440 1034 104 115 LANTANA ROAD .., . 2406 *------------------ 3 [PEDS. ] RECEIVED - ..- ,... r- , ':'J) BY: PAGE: 1 FILE: TEMP-4 __ Site Code : CALRAM95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD \TION : PALM BEACH Sum of the Primary and Secondary DATE: 5/04/95 ---------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM - 9:00 AM . . . . .. PERCENTS PEDS. Right Thru Left . . . . . . . . . .. VOLUMES ........... PEDS. Right Thru Left Total DIRECTION START FROM PEAK HOUR PEAK HR FACTOR ----------------------------------------------------------------------------------------------- 13 59 29 16 72 10 5 76 1 i 10 66 21 0 99 460 224 783 0 142 552 76 770 0 44 676 143 663 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 North East South West 7:30 AM 7:45 AM 7:30 AM 7: 15 AM 0.91 0.97 0.89 0.76 13 59 29 20 72 9 5 78 17 10 67 23 N W-+-E S North East South West 0.91 0.96 0,69 0.75 7:30 AM I I I . . . I CONGRESS AVENUE :.....: I I r .. .. .. I I .. .. .. .. .. .. .. .. .. .. .. .. I I .. .. .. .. .. .. .. .. .. .. .. .. I I .. .. .. .. .. .. .. .. .. .. .. .. I .. 1173 .. .: 224 ........ . . . . : 0 [PEDS. ] *------------------ [PEDS. ] 0 ------------------* 460 99 150 783 785 759 543 . .. LANTANA ROAD 66 347 LANTAI'~A ROAD ... 1024 1525 . 1292 863 154 *------------------ o [;:JEDS. ] ------------------~ [PEDS.] 0 J .. .. .. . .. .. .. .. .. .. .. .. I I .. .. .. I I .. " .. .. .. 4 .. .. .. .. .. .. I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I 44 r - / 0/0 143 680 COI'~GRE~,S AVENUE Site Code : CALRAM95 PAGE: 1 N-S Street: CONGRESS AVENUE FILE: TEMP-4 E-W Street: LANTANA ROAD 'A TION : PALM BEACH Sum of the Primary and Secondary DATE: 5/04/95 ------------------------------------------------------------------------------------------------------------.--------------------- Time .. .. From North .... to o' From East .1.. .. .. From South .... "" . From West II.. Vehicle PEDS. ~- Begin PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT To ta 1 Total ---------------------------------------------------------------------------------------------------------------------------------- 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 1~1 852 415 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 ....... FROM PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North 7:30 AM 0.91 0 99 460 224 783 13 59 29 East 7:45 AM 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 'TION : PALM BEACH Sum of the Primary and Secondary PAGE: 1 FILE: TEHP-5 ---------------------------------------------------------------------------------------------------------------------------------- DA TE: 5/04/95 Total Turning Volumes for the Period: 4:00 PH - 6:00 PH [PEDS.J 0 ------------------* 2712 . .. LANTANA ROAD 450 1181 134 ------------------* [PEDS. J 1 1765 I . . . I I . . . I I . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I . . . . . . . . : 0 [PEDS. ] *------------------ CONGRESS AVENUE 315 I I I I I I I I : 1285 605 .. 2575 2205 N W-+-E S 517 2677 1889 2294 . . . . . . . . . . . .: 508 : 1608 I . . . I I . . . . . . . . . . . . I I .. .. .. .. .. .. .. .. .. .. .. .. I I . . . . . . . . . . . . I I .. .. .. I .....: CONGRESS AVENUE I .. .. .. I .. 1690 178 271 LANTANA ROAD 1964 *------------------ 3 [PEDS.J Site Code : CAMTPM95 N-S Street: CONGRESS AVENUE E-W Street: LANTANA ROAD ,TION : PALM BEACH PAGE: 1 FILE: TEHP-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 PM 4:30 PM 4:30 PH 0.98 0.98 0.95 0.96 North East South West 4:30 PH 0.99 0.98 0.95 0.96 [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 I . . . I CONGRESS AVENUE I I N I . . . I --------------- I I W-+-E I . . . I I I S I . . . . . . . . . . . . I I I I . . . . . . . . . . . . I I I I . . . . . . . . . . . . I I 1383 I I . . . . . I 647 309 I 0 [PEDS. J . . . . . . . . . . . . I *------------------ 1114 268 1446 1036 142 LANTANA ROAD ... . 1008 1240 *------------------ 104 3 [PEDS. ] ------------------* [PEDS. J 1: . . . . . . . . . . . .: 278 858 : .... 8~9 ..... : I I I . .. .. .. .. .. .. .. .. .. .. .. I I I I .. .. .. .. .. .. .. .. .. .. .. .. J I I I .. .. .. .. .. .. .. .. .. .. .. .. I I I I .. .. . I : .. .. ..: CONGRESS AVENlJE I J _______________ I .. .. . t Site Code : CAHTPH95 PAGE: 1 N-S Street: CONGRESS AVENUE FILE: TEHP-5 E-W Street: LANTANA ROAD 'A TION : PALH BEACH Sum of the Primary and Secondary DATE: 5/04/95 ---------------------------------------------------------------------------------------------------------------------------------- Time . ,.. From North .... .... From East '0 ,. ,.," From South .... II .. From West I. .. 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 PM - 6:00 PM DIRECTION START PEAK HR . .. .. . .. ... VOLUMES ........... .. . ... PERCENTS ....... FROM PEAK HOUR FACiOR PEDS. Right Thru Left Total PEDS. Right ihru Left ----------------------------------------------------------------------------------------------- North 4:00 PM 0.98 0 184 623 310 1117 16 56 26 East 4:30 PM 0.98 0 268 1036 142 1446 19 72 10 South 4:30 PH 0.95 3 104 858 278 1240 8 69 22 West 4:30 PH 0.96 1 70 595 257 922 8 65 28 Entire Intersection North 4:30 PH 0.99 0 158 647 309 1114 14 58 28 East 0.98 0 268 1036 142 1446 19 72 10 South 0.95 3 104 858 278 1240 8 69 22 West 0.96 1 70 595 257 922 8 65 28 Site Code : MTLRAM95 N-S Street: MILITARY TRAIL E-W Street: LANTANA ROAD :ATION : PALM BEACH PAGE: 1 FILE: TEHP-l Sum of the Primary and Secondary DATE: 5/02/95 ---------------------------------------------------------------------------------------------------------------------------------- Total Turning Volumes for the Period: 7:00 AM - 9:00 AM MILITARY TRAIL I . . . I I . . . I I . . .1 I . . . . . . . . . . . . I 1 . . . . . . . . . . . . I I . . . . . . . . . . . . 1 I . . . I ............: 0 [PEDS.] *------------------ N W-+-E S [PEDS. ] 0 208 ------------------* I I I I I I I I : 1925 .. 2197 814 2947 346 ..........1518 . .. LANTANA ROAD 1579 985 494 248 1868 2743 LANTANA ROAD ... . 2914 381 1914 ------------------* [PEDS.] 1: . . . . . . . . . . . .: 325 : .. 2554 ...: I . . . . . . . . . . . . I I . .. .. . .. .. .. .. .. .. .. .. I I . . . . . . . . . . . . I I . . . I .....: MILITARY TRAIL I ______________ . . . I :1357 I I I I I I I I *------------------ 232 1 [PEDS. ] Site Code : MTLRAM95 N-5 Street: MILITARY TRAIL E-W Street: LANTANA ROAD 'ATION : PALM BEACH PAGE: 1 FILE: TEHP-l Sum of the Primary and Secondary ----------------------------------------------~----------------------------------------------------------------------------------- DATE: S/02/95 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 7:30 AM 0.84 0.94 0.83 0.95 North East South West 0.84 0.91 0.83 0.95 7:30 AM [PEDS.] 0 116 ------------------* 826 . .. LANTANA ROAD 304 1038 1528 186 0 116 1119 439 1674 7 67 26 0 194 571 110 875 22 65 13 1 122 806 185 1115 11 72 17 1 186 1038 304 1528 12 68 20 Entire Intersection 0 116 1119 439 1674 7 67 26 0 202 525 118 845 24 62 14 1 122 808 185 1115 11 72 17 1 186 1038 304 1528 12 68 20 I I I . . . I MILITARY TRAIL I I N I . . . I -------------- , , W-+-E I .. .. .. I I I I C I I .. .. .. .. .. .. .. .. .. .. .. .. I ...) I I I I I . . . . . . . . . . . . I I I I I , .. .. .. .. .. .. .. .. .. .. .. .. j I I 1314 I I I . . . . . I :1119 439 I 0 [PEDS. ] . . . . . . . . . . . . I *------------------ 1674 202 845 525 118 LAI'HANA ROAD ... . 1599 111.5 *------------------ ------------------* LPEDS . J 1: . . . . . . . . . . . .: 185 808 : .. 1423 ... : I I I .. .. .. .. .. .. .. .. .. .. .. .. I I I , .. .. .. .. .. ~ .. .. .. .. .. .. J I I I .. .. .. .. . .. .. . . .. .. . I I I I . .. .. I : .. .. ..: r1ILITARY TRAIL I I ______________ I .. .. . I 122 1 [PEDS.] _ Site Code : MTLRAM95 PAGE: 1 N-S Street: MILITARY TRAIL FILE: TEMP-1 E-W Street: LANTANA ROAD A TI ON : PALM BEACH Sum of the Primary and Secondary DATE: 5/02/95 ---------------------------------------------------------------------------------------------------------------------------------- Time ... . From North .... .... From East .... .... From South .... ... . From West 10 ,. 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 56 140 37 0 32 239 66 0 43 284 76 1471 0 HR TOTAL 0 118 996 406 0 171 441 130 0 129 662 162 1 233 1040 250 4738 1 8:00 AM 0 21 247 104 0 55 149 19 1 30 192 33 0 32 241 90 1213 1 8:15 0 21 275 103 0 45 148 20 0 24 190 50 0 47 262 56 1241 0 8:30 0 13 223 116 0 38 134 34 0 27 147 45 0 34 183 41 1035 0 8:~5 0 35 184 85 0 37 113 45 0 22 166 35 0 35 142 57 956 0 HR TOTAL 0 90 929 408 0 175 544 118 1 103 695 163 0 148 828 244 4445 1 ---------------------------------------------------------------------------------------------------------------------------------- - DAY TOTAL 0 208 1925 814 0 346 985 248 232 1357 325 381 1868 494 9183 2 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AH - 9:00 AM DIRECTION START PEAK HR .. . .. .. .... VOLUHES ........... ...... PERCENTS....... FROM PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North 7:30 AM 0.84 0 116 1119 439 1674 7 67 26 East 7:45 AM 0.94 0 194 571 110 875 22 65 13 South 7:30 AM 0.83 1 122 808 185 1115 11 72 17 West 7:30 AM 0.95 1 186 1038 304 1528 12 68 20 Entire Intersection North 7:30 AM 0.84 0 116 1119 439 1674 7 67 26 East 0.91 0 202 525 118 845 24 62 14 South 0.83 1 122 808 185 1115 11 72 17 West 0.95 1 186 1038 304 1528 12 68 20 Site Code : HTLRPH95 N-S Street: MILITARY TRAIL E-W Street: LANTANA ROAD CATION : PALM BEACH PAGE: 1 FILE: TEHP-2 Sum of the Primary and Secondary OA TE: 5/02/95 ---------------------------------------------------------------------------------------------------------------------------------- Total Turning Volumes for the Period: 4:00 PH - 6:00 PM MILITARY TRAIL I . . . I I . . . I I . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . I . . . . . . . . . . . . : 16 [PEDS. ] *------------------ N W-+-E S [PEDS. J 2 275 ------------------* I I I I I I I I : 1500 ., 2604 557 2332 601 .......... 2237 LANTANA ROAD 2472 1564 359 307 1149 1832 LANTANA ROAD 1899 324 2235 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ., 2131 : 1644 I I I I I I I I 193 *------------------ o [PEDS.J ------------------* [PEDS. J 0 . . . . . . . . . . . .: 398 I . . . I I .. .. .. .. .. .. .. .. .. .. .. .. I I .. .. .. .. .. .. .. .. .. .. .. .. I I .. .. .. .. .. .. .. .. .. .. .. .. I I . . . I ...: MILITARY TRAIL I ______________ .. .. .. I Site Code : HTLRPH95 N-S Street: MILITARY TRAIL E-W Street: LANTANA ROAO CATION : PALM BEACH PAGE: 1 FILE: TEMP-2 Sum of the Primary and Secondary DATE: 5/02/95 ---------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION FROH START PEAK HOUR PEAK HR FACTOR . . . . . . . . . ., VOLUMES ........... PEDS. Right Thru Left Total ...... PERCENTS PEDS. Right Thru Left ----------------------------------------------------------------------------------------------- North East South West 4:30 PH 4:45 PM 4:30 PM 4:4S PM North East South West 4:45 PM (>.89 0.97 0.97 0.97 0.89 0.97 0.96 0.97 [PEDS.] 2 159 ------------------~ . . . . . . . . .. 1196 ... LANTANA ROAD ----~------- 181 625 174 980 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 MILITARY TRAIL I N I . . . -------------- I l.J-+-E I . . . I S r . . . . . . . . . . . . I I . . . . . . . . . . . . I I . . . . . . . . . . . . I 1323 I . . 798 298 I I 1 [PEDS. ] I . . . . . . . . . . . . I *------------------ 1255 ------------------* [PEDS. ] 0: . . . . . . . . . . . . : I .. .. .. I I .. . .. .. .. .. .. .. .. . .. .. I I .. 1129 .. - .. .. .. .. .. .. .. .. .. .. I J .. .. .. .. .. .. .. .. .. .. .. .. I I 281 1263 825 157 LANTANA ROAD .,. . 1026 1176 212 861 *------------------ 103 0 [PEDS.] I .. .. . I MII_ITARY TRAIL -Site Code: MTLRPM95 PAGE: 1 N-S Street: MILITARY TRAIL FILE: TEMP-2 F-W Street: LANTANA ROAD ATION : PALM BEACH Sum of the Primary and Secondary DATE: 5/02195 ------~-----------------------------~---------------------------------------------------------------------------------------------- TilDe II.. Frolll North .... .1., FrOIl East ... . .1.. From South .... .... From West I.'. Vehicle PEDS. -- Begin PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT To ta 1 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 SO 1158 0 5:30 0 41 192 71 0 77 198 42 0 27 201 52 0 43 143 47 1134 0 5:45 0 36 181 54 0 62 184 36 0 22 190 47 0 35 136 40 1023 0 HR TOTAL 2 155 759 258 0 266 807 155 0 99 829 202 0 161 597 180 4468 2 ---------------------------------------------------------------------------------------------------------------------------------- - DAY TOTAL 2 275 1500 557 16 601 1564 307 0 193 1644 398 0 324 1149 359 8871 18 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM 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 PM 0.97 1 281 825 157 1263 22 65 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 18 64 18 Entire Intersection North 4:45 PM 0.89 2 159 798 298 1255 13 64 24 East 0.97 1 281 825 157 1263 22 65 12 South 0.96 0 103 861 212 1176 9 73 18 West 0.97 0 174 625 181 980 18 64 18 Site Code: LRHRAK95 H-S Street: LAWEREHCE ROAD E-W Street: HYPOLUXO ROAD LOCATION : PALM 8CH COUNTY PAGE: 1 FILE: LRHRAH9S SUI of the Prilary and Secondary OATE: 8/22/95 -----....----..-------------.-.-----.---.---...--------------_._.._---_.---------_.._---_._----------~_._~.----.-.-----.-.------.- Total Turning Volules for the Period: 7:00 A~. 9:00 AM , I I I I , I t I I I I I I [PEDS. ] 10 I 99 I I I I . .. .. I LAWERENCE ROAD t. ..: ______________ I . I . . . I I I ,............1 N W-+-E S I 1 ~ .............1 I I t ............1 183 : .... 476 . .. ..: 135 :............: 2 [PEDS.) *------------------ ------------------* .. .. .. .. .. .. .. .. . .. .. .. . .. .. .. .. .. 417 146 . . . . . . . . .. 1220 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . .. HYPOLUXO ROAD 1252 986 10 120 1752 2057 HYPOLUXO ROAD '" . 2090 199 562 .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. ------------------* [PEDS.] 3 :............: 135 : .. 502 ...: I I I............. t I ,............1 t I J . . . . . . . . . . . . t 224 *------------------ 203 1 [PEDS.] 1 I I . . . I I I I . . . I I 1 I . . . 1 LAWERENCE ROAD ~ ---~;:: ~-~-,-- --)ite Code: LRHRAH95 I-S Street: LA~ERENCE ROAD ~-W Street: HYPOLUXO ROAD _J,QCATION : PALl! BCH COUNTY SUI of the Prilary and Secondary PAGE: 1 FILE: lRHRAK95 ------~-..._._---------.._.--_._.-------~~.-_.--_.-_..---._------_.----_.--~-----------_._-----------_.....---------~----_.__._-- DA TE; 8/22/95 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 A" - 9:00 AN o {RECTION FRO" START PEAK HOUR PEAK HR fACTOR . ... .... . .. VOLUMES ........... PEDS. Right Thru Left Total . . . . .. PERCENTS PEDS. Right Thru Left ..----------~.----_._---~------..._----_.--_.---._------.-.---.----.-------------.-------.----- North ]:00 AI: 0.74 8 52 105 80 237 22 44 34 East 7: 15 AH 0.94 0 95 556 70 721 13 77 10 South 7: IS A" 0.93 1 101 121 78 300 34 40 26 West 7 : 15 AN 0.93 1 111 1037 6S 1213 9 85 5 Entire Intersection Horth East South West T: 15 AH 0.72 0.94 0.93 0.93 [PEDS. ] 5 46 ------------------* beo '" HYPOLUXO ROAD 65 1037 1213 111 5 46 106 79 231 20 0 95 556 70 721 13 1 101 121 78 300 34 1 111 1037 65 1213 9 I I .. . . LAWERENCE ROAD I , . - . -------------- I I . . . I I............ I I............. r I............ I 281 I . . 106 79 , t 1.............1 231 721 556 300 46 34 77 10 40 26 85 S N W-+-E 5 o (PEDS.] *------------------ 95 70 HYPOLUXO ROAD ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. . 1217 . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 121 *------------------ 101 1 [PEDS. ] I I . . I ------------------* [PEDS. J 1: . . _ . . . . . . . . . : 78 287 I . . . I I I .. .. .. .. .. .. .. . .. .. .. . I I I . " .. .. .. .. .. .. .. .. .. .. .. I I I I .. .. .. .. .. .. .. .. .. .. .. .. I I I I . . . I I I I .. .. .. I I I , - . . I F? ~:: LAWERENCE ROAD -.- -..... ""'- - - -- - -,'- --: :- ."- - ,ite Code: LRHRAH9S rng,-. . ,1-5 street: LAUEREMCE ROAD FILE: LRHRAK95 E-W Street: HYPOlUXO ROAD _OCA nON : PALK BCH COUNTY SUI of the Priliry and Secondary DATE: 8/22/95 __~____..___..___a.__.__._.___-...---...-.-._----.-.-.__~..__4.___.________._._______._.-.._.------.____4_.-------..-.---....- Fro. Horth .... Frol East IIII .... Fro. Soutb ..._ .,t. Fro. West f'" Vehicle PEDS. .. ., "" . Begin PEOS. Rr THRU LT PEOS. RT TKRU LT PEOS. RT THRU LT PEDS. RT THRU LT Total Total ...__._.__._.____..._..._____._____.__..___...--._..__..____.._______________________________-_-__...________._____..__a..________ 7: 00 A~ 3 18 22 18 0 11 12~ 8 0 23 22 12 0 28 193 5 484 3 7: l5 2 9 21 13 0 10 133 24 1 25 26 20 1 2~ 242 11 558 4 7:30 1 14 35 31 0 22 149 16 0 26 37 18 0 32 277 18 675 1 7:45 2 11 27 18 0 30 1H 14 0 25 26 17 0 37 278 12 642 2 HR TOTAL 8 S2 105 80 0 73 553 62 1 99 111 67 1 121 990 46 2359 10 8:00 AM 0 12 23 17 0 33 127 16 0 25 32 23 0 18 240 24 590 0 -- a: 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 8:4S 1 11 17 11 0 11 104 14 0 31 25 14 2 17 156 8 419 3 - HR TOTAL 2 47 78 S5 2 73 433 58 0 104 113 68 2 78 762 60 1929 6 OAY fOTAL 10 99 183 135 2 146 986 120 203 224 135 3 199 1752 106 4288 16 ~EAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 All - 9:00 A" OIRECHOH STAR T PEAK HR . . . . . . . . . .. VOLUIIES ........... ...... PERCENTS ....... rROII PEAK HOUR FACTOR PEDS. Right Thru left Total PEDS. Right Thru left --.-..----__w._____________4_._____.__..____...._______.______.__._______~--____.___4.___~-____ North 7:00 AK 0.74 a 52 105 80 237 22 U 34 East 7: 15 All 0.94 0 95 556 70 721 13 77 10 South 7:15 All 0.93 1 101 121 78 300 34 40 26 West 7: 15 All 0.93 1 111 1037 65 1213 ~ 85 5 Entire Intersection North 7: 15 A" 0.72 S 46 106 79 231 20 46 3. East 0.9. 0 9S 556 70 721 13 77 10 South 0.13 1 101 121 78 300 34 40 26 West 0,93 1 111 1037 65 1213 9 85 5 ::- :: .- ~ .. .-...;---.....;::.-.,;.-"";- ~:.-.:.:-~.:= -, = ,... ~. . ~~---~---- site Code : LRHRPK95 N-S Street: LAWEREMCE ROAD E-W Street: HYPOLUXO ROAD -- LOCATIOH : PAL" 8CH COUNTY FILE: TEKP-l SUI of the Prilary and Secondary DATE: 6/21/95 .___~.___..___.w__~_.~_~.___...-~_..-_._--~._-_._--~.-__.__---____..___.__._______.._.w-..______-___~___.__.___._.w~._.____-___ Total Turning volu..s for the Period: 4:00 P" - 6:00 P" I I t . . . f LAWERENCE ROAD: ...: -------------- : ...: I I ,.............. N W-+-E S I I 1............1 I I t............. (PEDS.] 8 153 ------------------* 167 141 : .. 665 . . . : I I I............, 1 [PEDS. ] *------------------ ...............".. 461 232 . . . . . . . . .. 2246 . .. HYPOLUXO ROAD 2356 1895 ------------------ 140 229 1454 1771 HYPOLUXO ROAD .,. . 1746 177 642 ------------------* (PEDS. ] 1: . . . . . . . . . . . .: 198 293 *------------------ 151 3 (PEDS.] I I . . I 573 I . . . , I I . . . . It . . ,. . . . . I I I , . . . . . . . . . . . . I , I 1..#.........1 I I I . , . I I I I . . .1 I I I . . . I LAWERENCE ROAD . -~ ~~-'?=~.-.:,;:: lite Code : LRHRP"~) 1-5 Street: LAWEREHCE ROAD E.~ Street: HYPOlUXO ROAD '-~OCArIOM : PAL" 8CH COUNTY FILE: TE"P-l SUI of the Pri.ary and Secondary DATE: 8/21/95 ---------_..----..--~----_.-.--..-.-....--~..--.-..-_...---...---..--...-.---.----....----.-.-....--...--.-------------.-..,..---- PEAK PERrOO ANALYSIS FOR THE PERIOD: 4:00 P". 6:00 P" 01RECTIOH START FRO" PEAK HOUR PEAK HR .. . .. .. . ... VOL V}\ES ........... FACTOR PEDS. Right Thru Left Total ...... PERCENTS PEDS. Right Thru left --...---..----------..-.--...-----------..--.--.----------------------.--...------.------------ North 4:~5 PH 0.83 .. 99 105 S8 292 34 36 30 East 4:45 Pit 0,91 0 118 1124 134 1376 9 82 10 South 4:15 PM 0.86 2 77 1b5 102 344 22 48 30 West 4:45 PM 0.91 t 104 812 71 987 11 82 7 Entire Intersection Horth 4:45 Pit 0.93 4 99 105 9S 292 34 36 30 East 0.91 0 118 1124 134 1376 9 82 10 South 0.84 1 91 152 93 336 27 45 28 West 0.91 1 104 812 71 987 11 82 7 I I I J l . . . l l LAWERENCE ROAD I I N I I . . . , I -------------- I I W-+-E , , . . .. I l , I S I (. .............) I I I I ,.....,.."..., I I I I 1..............1 I I 341 I I I . . .. .. II I [PEDS. ] 4 I 99 105 88 I I 0 [PEDS. ] I , ............, ------------------* *------------------ 292 118 . . . . . . . . .. 1316 . .. HYPOLUXO ROAD 1376 1124 71 134 812 987 HYPOLUXO ROAD .,. 991 104 336 ------------------* (PEDS. ] 1: . . . . . . . . . . . .: 93 : " 343 . . . : I I I .. .. .. .. .. lit .. .. .. .. .. .. , 152 *------------------ 91: 1 [PEDS.J I I I f I I I I , I I I I I I , I .. .. .. .. .. .. .. .. .. .. .. .. J I I I .. .. .. .. .. .. .. .. .. .. .. .. I I I I . . .1 I I I . . . I I I I .. .. .. I LAWERENCE ROAD F?::,~ __~ -';8--:: ;_~:::: .:~-:=-;:= --Site Code : LRHRPH~S r""'I;' . N-S Street: lAWERENCE ROAO FILE: TE"P-l E-W Street: HYPOLUXO ROAD -- LOCATION : PALK 8CH COUNTY SUI of the Prilary and Secondary DATE: 8/21/95 .____~.____....___._.___.._.-__.__.__._..___.__.~___._.__._.___~_._____.__.__._._.4_______.___-__._____.__~____.__________4_______ ... . Fro. Hortlt .... ... . Fro. East t. ,. .... Fro. South .... ..,. Fro. West . ,.. Vehicle PEDS. Begin PEDS. RT TltRU LT PEOS. RT THRU LT PEDS. Rf THRU LT PEOS. RT THRU LT Tota I Total ____a.._____._____.___-___._____._______.___________~_---.--------..--.-.----------------.-----------.-..----.-.---.-------.----.. 4:00 PM 2 a 24 14 0 20 144 20 0 11 33 21 0 21 150 16 482 Z 4:15 0 12 9 15 1 25 191 24 0 16 43 24 0 14 170 12 555 1 4:30 1 14 17 13 0 42 215 16 2 14 38 32 0 23 165 22 611 3 4:45 0 27 24 22 0 28 270 28 0 31 44 2S 0 26 181 16 722 0 -- HR TOTAL 3 bl 74 64 1 115 820 88 Z 72 158 102 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 37 271 37 0 26 33 22 1 24 228 19 776 3 5:30 2 21 30 37 0 36 271 22 1 18 3S 25 0 22 193 22 732 3 5:45 1 20 12 11 0 27 221 35 0 19 27 28 0 15 157 19 591 1 HR TOTAL 5 92 93 77 0 117 1075 141 t 79 135 96 1 93 788 74 2860 7 DAY TOTAL 8 153 167 141 1 232 1895 229 3 151 293 198 177 1454 140 5230 13 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PK . 6:00 PK OrRECrrOH START PEAK HR .. . . . . . . . ., VOLU"~$ ........... .. . ... PERCENTS ....... FRO" PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ...--__.__________________.____.___._.__________J.._._____.__.________.4...____________________ North 4:45 P" 0.83 4 99 105 88 292 34 36 30 East 4:45 PM 0.91 0 118 1124 134 1376 9 82 10 South 4:1S PI! 0.66 2 77 165 102 344 22 48 30 West 4:45 PM 0.91 1 104 SIZ 71 987 11 82 7 Entire Intersection North 4:45 P!t 0.83 4 99 105 as 292 34 36 30 East 0.91 0 118 1124 134 1376 9 82 10 SQuth 0.64 1 91 152 93 336 27 45 za ~est 0.91 1 10.. 812 71 987 11 82 7 :-..; -:....- .....=:- -.--- -,- -- -- - - - -.- Site Code : CAHRAH9S M-S Street: CONGRESS AVENUE E.~ Street: HYPOLUXO ROAD - LOCATION : PAL" BCH COUNTY t'l\tll~' 1 FILE: CAHRAH9S SUI of the Prilary and s,condary DATE: 8/22/95 4_...___._.~___...__~...--.._--_._---_...--_._-----.--_._.______._____-___._-.____4----.~._.___.._.__._..-_.--.---.-...-.--.... Total Turning Volu..~ for the Period: 7:00 AK. ':00 A" CONGRESS AVENUE I I I I . . . I I . . . N 1,.J-+-E S I ,.......~.... I ,............. I t............ [PEDS. J 0 153 ------------------* 926 .. 1355 . . . : 382 ..... .......1 0 (PEDS.] *------------------ 1461 262 . . . . . . . . .. 1444 ... HYPOLUXO ROAD 1362 919 293 181 1597 2198 HYPOLUXO ROAD .., . 2281 308 1474 : ., 1415 *------------------ 800 : 302) 0 [PEDS.] I I I I I I I I ------------------* [PEDS.] 0: . . . . . . . . . . . .: 372 I . . . I I I f............, I I , ............t , I I . " .. .. .. .. .. .. .. .. .. .. I I I I .. .. .. I I , I . . . I ( , I . . . I CONGRESS AVENUE :t:''=t'... : -.: .... .... - -:-.~ ~ -..;. -:: : :. Site Code : CAHRA~9S N-S Street: CONGRESS AVENUE E-W Street: HYPOLUXO ROAO LOCATION : PAL" BCH COUNTY PAGE: 1 FILE: CAHRA"95 SUI of the Prilary and Secondary OATE: 9/22/95 PEAK PERIOD ANALYSIS FOR THE PERIOO: 7:00 A". 9:00 AM DIRECTION START FROM PEAK HOUR PEAK HR FACTOR North East South \lest 7: 30 AM 7:15 AM 7:30 AM 7:15 AN 0.85 0.92 0.94 0.93 North East South Uesl 7:15 AM 0.84 0.92 0.94 0.93 [PEDS.J 0 87 ------------------* 823 . .. HYPOLUXO ROAD 158 938 1282 166 . . . . . . . . . .. VOLUMES ........... PEDS. Right Thru Left Total . . . . .. PERCENTS PEDS. Right Thru Left 0 83 548 218 849 10 65 26 0 112 529 94 73S 15 72 13 0 161 457 183 801 20 57 23 0 186 938 158 1282 15 73 12 Entire InteTs.ction 0 87 541 215 843 10 64 26 0 112 529 94 735 15 72 13 0 163 424 207 794 21 S3 26 0 196 938 158 1282 15 73 12 I I I . . . I CONGRESS AVENUE I I N I . . . , --------------- I I W-+-E I . . . I t I 5 . ............1 I I J . . . . " . . . tI tI ~ tI f I I .............1 541 : .. 694 ...: 215 :............: 0 [PEDS. J *------------------ 843 112 735 529 94 HYPOLUXO ROAD ... . . .. .. .. .. .. .. .. .. .. .. .. .. .. , .. a . 1316 794 .. .. .. .. .. .. .. .. .. . . .. . .. .. .. .. .. .. ~ . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .~.----_. -------* [PEDS.] 0: . . . . . . . . . . . .: 207 : .. 821 . . . : I I 424 163 *------------------ t 0 [PEDS.] I I , I I I I I I I I I I I I .. .. .. .. .. .. .. .. .. .. .. .. I 1 I I . . . . . . . . . . . . I I I I .. .. .. .. .. .. .. .. .. .. .. .. , 1 I I . . . I I I I . . . I I I I .. .. .. I CONGRESS AVENUE :-~:...._-::=:-,-..;--: --.-...---. - - _.- SI-J Code: CAHRAHqS N- Street: CONGRESS AVENUE FILE: CAHRAM95 E.w Street: HYPOLUXO ROAD liU4 nON : PALM BCH COUNTY SUI of the Prilary and Secondary DAiE: 8/22/95 ~4_~__..____..____.__...____..__._.__...__..____..__~___________...._____________-__.w.._._.__.__.____...___----.-.-.-.----..--.-. TL ... . Frot Nor th .... .,.. Fro. East . II. .... Fro. South .... .." Frot lIest .... Vehicle PEDS. B 10 PEDS. RT THRU LT PEDS. RT THRU LT PEOS. RT THRU lor PEDS. RT rHRU U Total T ota l - .---~-.---_..---.-.---------------------------------------.---.-------.----...----.--------.----.-----.--.-.-----.---.-----..-- 7:00 AM 0 25 79 42 0 10 100 12 0 42 8' 42 0 29 169 35 669 0 15 0 23 97 49 0 15 169 16 0 35 87 63 0 34 228 41 957 0 30 0 25 152 S3 0 23 122 I? 0 47 107 47 0 38 260 43 936 0 7:~5 0 20 170 60 0 39 123 29 0 40 120 52 0 63 241 39 996 0 P-"- TOTAL 0 93 498 204 0 87 514 76 0 164 398 2~ 0 164 898 158 3458 0 8:00 AK 0 19 122 53 0 35 115 30 0 41 110 4S 0 51 209 35 865 0 _2.; 15 0 19 104 52 0 J3 94 33 0 33 120 39 0 40 179 39 785 0 :30 0 1~ 10~ 41 0 sa 116 22 0 39 92 43 0 31 165 32 755 0 ...:45 0 12 96 32 0 49 80 20 0 2S 80 41 0 22 146 29 632 0 HR TOTAL 0 60 428 178 0 17S 40S 105 0 138 402 168 0 144 699 135 3037 0 Y TOTAL 0 153 926 382 0 262 919 181 0 302 900 372 0 309 1597 293 6495 0 PEAK PERIOD ANALYSIS fOR THE PERIOD: 7:00 AIt - 9:00 A" DIRECTION SiART PEAK HR .... . , .. . " VOLU/lES .........,. ...... PERCENTS ....... FROIl PEAK HOUR FACTOR PEOS. Right Thru Left Total PEDS. Right Thru left _____.-___4__.________.________________________.-____._________________._.-4____._____________. Horth 7:30 AM 0.95 0 83 548 218 849 10 65 26 East 7:15 Aft 0.92 a 112 529 94 73S 15 72 13 Soutn 7: 30 AM 0.94 0 161 457 183 801 20 57 23 West 7: 1S AM 0.93 0 186 938 Isa 1282 15 73 12 Entire Intersection North 7; IS A" 0.84 0 87 541 215 8..3 10 64 26 East O.9Z 0 112 529 94 73S 15 72 13 South 0.94 0 163 424 207 794 21 53 26 West 0.93 0 196 938 158 t282 15 n 12 . ---- .~-----------~ --- --5ite Code: CAHRPH95 N-$ Street: CONGRESS AVENUE E-W Street: HYPOLUXO ROAD --LOCATION : PALM 8CH COUNTY SUI of the pri.ary and Secondary t'Atll:.: 1 FILE: CAHRPH95 _..___.______.~.-__.______._..___.___.--___.---.-.______._________._._.-w.___.__.___~____._______.______.___------.-.--.-------.--- DATE: 8121195 Total Turning Volutes for the Period: 4:00 P". 6:00 PM [PEDS.J 0 ------------------* . . . . . . . . ., 2463 .. . . . . .. . .. .. .. .. .. .. .. .. .. .. .. . .. HYPOLUXO ROAD 380 1180 1852 292 271 I I I I I I I I 11098 . I f .. .. .. t CONGRESS AVENUE I...: _______________ I I J .. .. . I I I )............., I I ............., I I .............1 384 : .. 2206 . . . : I I t .............1 N W-+-E S o (PEDS.] *------------------ 1753 333 2201 1453 2448 415 HYPOLUXO ROAD... . 1780 216 .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. . .. .. : " 1805 ------------------* [PEDS. ] 1: . . . . . . . . . . . ,: 739 : 1493 I . ., .. , *------------------ I I I , I I I I I I I I I I I I t .. .. . . . . .. .. .. .. . .. I I .. .. " .. .. .. . " .. .. .. . r I . .. .. .. . .. .. .. .. .. .. .. t I .. . . I , . . . I I . . . I CONGRESS AVENUE ---~... ....- --. - ~ , - - . ,- .-. . ..... o [PEDS.J .--S i t e Code : CAHRPH95 !-S Street: CONGRESS AVENUE i.U Street: HYPOLUXO ROAO ._lOCATlOH : PALM 8CH COUNTY PAGE: 1 FILE: CAHRPIl95 SUI of the Prilary and Secondary DATE: 8/21/95 .._-_....-._....-.~.-------------._.._..._-----_...-----............-----.......--.----..--..-------.-------------------.----.- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PH OlRECTIOH START FROIl PEAK HOUR PEAk HR . .. . . . .. . .. VOLUMES ........... FACTOR PEDS. Right Thru left Total " .... PERCENTS ....... PEDS. Right Thru Left ....---..--------------....--.-------------.--..-..---.-.--.-----.-.-------.-.-------------.-.- Horth 4:00 PH 0.95 0 140 578 206 924 15 63 22 Ea,t 4: 4S PH 0.81 0 174 719 238 1191 15 65 20 South 4:45 P" 0.91 0 100 779 407 1286 8 61 32 \lest ~:45 PH 0.93 0 162 662 208 1032 16 64 20 Entire Intersection North 4:45 PK O.9S 0 141 54t 192 874 16 62 22 East 0.81 0 174 779 238 1191 15 65 20 South 0.91 0 100 779 .07 1286 8 61 32 West 0.93 0 162 662 208 1032 16 64 20 I I I I I . . .. I I CONGRESS AVENUE I I N I I . . . I I --------------- I , W-+-E I I . . . I t I , S I ,............1 , I I I I .. .. .. . .. .. .. . . . . <I I J I , I 1.............1 I I 1161 I I I . . . . . I (PEDS.] 0 I 141 541 192 I I 0 [PEDS. ] I 1............1 ------------------* *------------------ ....~_............ .. .. .. .. - . .. .. .. .. .. .. .. .. .. .. II .. 874 174 ..........1327 ...................... '" HYPOLUXO ROAD 1191 779 20e 238 662 1032 HYPOLUXO ROAD... 954 162 1286 ------------------* (PEDS. ] o :............: : " 941 . . . : I I . .. ... ... .. .. .. .. .. . .. .. .. I I , I .. .. .. <II .. .. .. .. .. .. .. .. I 407 779 *------------------ 100 0 [PEDS.] , I J .. .. .. .. .. .. .. .. .. .. . .. , I I I .. .. .. I I I I . . . I , I , .. .. .. I CONGRES':, AVfNUE' . . -... - - ... - - ,- ,- - - - -- - - - - __ Site Code: CAHRPH95 PAGE: 1 N-S Street: CONGRESS AVENUE FILE: CAHRPK95 E.W Street: HYPOLOXO ROAD LOCA TI ON : PALM 8CH COUNTY SUI of the Prilary Ind Secondary DATE: 8/21/95 ----..--.--------.-----------------------..-----.-------.-------.-------------..----------------------------.----------.----..-.-- .. .. Fro. North .... .... Fro. East .... ..1. Fro. South .... ,.., Fro. ~est .... Yehi c1 e PEDS, - ...11n PEDS. RT THRU Lr PEDS. RT THRU LT PEDS. RT THRU LT PEDS. RT THRU LT Tota! Total ~-----.-------_._-------------------------------_.--------------------.------..------------------.--------------_._--------------~ 4:00 PH 0 33 U6 53 0 42 176 43 0 36 161 85 1 31 121 45 972 1 - 4:15 0 30 1~0 48 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 92 0 36 128 47 1034 0 4:45 0 41 138 51 0 41 172 59 0 27 183 91 0 4S 169 51 1068 0 HR iOTAL 0 140 578 206 0 171 668 199 0 126 727 361 1 147 559 186 4088 1 5~OO PH 0 JO U3 45 0 47 1b4 56 0 24 205 94 0 40 159 45 1052 0 5: 15 0 33 124 50 0 51 250 68 0 19 188 101 0 40 174 63 1161 0 5: 30 0 37 136 4El 0 ~S 193 55 0 30 203 121 0 37 160 49 1102 0 5:45 0 31 117 37 0 29 158 37 0 17 170 62 0 28 128 37 851 0 HR iOTAL 0 131 520 178 0 162 765 216 0 90 766 378 0 145 621 194 4166 0 .~----.._-----._._---.-_.-------------._..-._-.._.-----.-.--------------.-----------------.-.----------...--....---------.-------. lAY TOTAL 0 271 1098 384 0 333 1453 415 0 216 1493 739 292 1180 380 8254 PEAK PERIOO ANALYSIS fOR THE PERIOD: 4=00 PH . 6:00 PI! DIRECTION START PEAK HR . . , , . . . . . .. YOLUI!ES ..",...... ...... PERCENTS.. ,.... FROH PEAK HOUR FACTOR PEDS. Right Thru Left Total PEDS. Right Thru Left ---------..-.----------------------------------------------.-------------------------.--------. Horth 4:00 PH 0.95 0 140 578 206 924 15 63 22 East 4:45 Pit 0.81 0 174 779 238 1191 15 6S 20 Sou th 4:45 PI! 0.91 0 100 779 407 1286 8 61 32 West 4:45 PI! 0.93 0 162 662 208 1032 16 64 20 Entire Intersection North 4:45 P" 0.95 0 141 541 192 874 16 62 22 East 0.81 0 174 779 238 1191 IS 65 20 South 0.91 0 100 779 407 1286 8 61 32 Ilest 0.93 0 162 662 208 1032 16 64 20 ....--~.. . .---......:--:- - - - . AFPENDIX C ----------- - - --~--'- ------------ PLANKING APPLICATION WORKSHEET I. SIPA (1985 HCM Signalized Intersections Planning Analysis) version 2.0 llfTERSECTION: Congress jLantana LANALYST: at PROJECT: LAWRENCE & HYPOLUXO )TlIER PROJECT INFORHATION: EXISTING CONDITIONS DATE: 5/8/95 TIME PERIOD ANALYZED: AM PEAK (7:30-8:30) CITY/STATE: CITY OF BOYTON BEACH 1- SB TOTAL 783 99 230 230 112 112 L I I I <--' v '--) 99 460 224 j 1_:------------------------------1 <_, v v '-) '-) 150 ^ WB ^--- TOTAL 543 <---- 759 N ^ . . 66 v .---, \ ,-------------------------------- ^ ^------------ 150 <------------- 272 <------------- 271 ------------ 33 v ------------ 33 v N-S STREET: Congress Avenue E-W STREET: Lantana Road ^ 174 ------------^ ^ 173 ------------, 512 -------------) 512 -------------) 154 ------------. v ^ 347 \ <-. <-. ^ 316 ^ 44 ---) 1525 ----) 1024 EB TOTAL v 154 72 71 360 360 j 143 676 44 <--. ^ .--) I I I NB TOTAL 863 ----^ -------------------------------------------------------------------------------------------------------------------------------- ---------------------------- ---------------------------- ----------------------------------------------------- EB LT = 174 NB LT = 72 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WBTH = 272 446 SB TH = 230 302 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER r.~ LT = 33 SB LT = 112 1,201 TO 1,400 NEAR .- .TH = 512 545 NBTH = 360 472 ) 1/400 OVER , -------------------------------------------------------------------------------------------------------------------------------- E-W CRITICAL 545 + N-S CRITICAL 472 = 1017 STATUS? UNDER : PLAHNING APPLICATION WORKSHEET --------------------------------------------------------------------------------------------------------------------------------- L SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- INTERSECTION: CONGRESS/LANTANA LANALYST: CP&A. PROJECT: 950404 mER PROJECT INFORKATION: FUTURE CONDITIONS DATE: 8/23/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BEACH --------------------------------------------------------------------------------------------------------------------------------- L SB TOTAL 832 107 244 244 118 119 L I I I (--, V ,--) 107 488 237 / L-------------------------------1 (-, V V '-) 1_) 158 ^ WB ^--- TOTAL 575 (---- 805 N ^ . . . . . . 72 v \ ,-------------------------------- ^ ^------------ 158 (------------- 288 L (------------- 287 L ------------ 36 v ------------ 36 L v N-S STREET: CONGRESS AVE E-W STREET: LANTANA RD t__ ^ 184 ------------^ ^ 1- 184 ------------^ 541 -------------) 542 -------------) L 163 ------------. v I--.------------------:--;~;------ \ (-, (-. ^ 333 ^ 48 ---) / 151 713 48 (--, ^ ,--) I I I NB TOTAL 912 ----^ 1- 1614 ----) 1083 EB TOTAL v 163 76 75 380 381 --------------------------------------------------------------------------------------------------------------------------------- ~--~-~;--:---~;~-----------. ---;;-~;--:----;~----------- ---~;~~-;~-~;-~;~;~~~-;~~~;;--~~~~;;-~;;;~--- WB TH = 288 472 SB TH = 244 320 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER L ''"ll, LT = 36 SB LT = 119 1,201 TO 1,400 NEAR ,TH = 542 578 NB TH = 381 500 ) 1,400 OVER .--------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 578 + N-S CRITICAL 500 = 1078 STATUS? UNDER : PLANNING APPLICATION WORKSHEET -------------------------------------------------------------------------------------------------------------------------------- SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- NTERSECTION: CONGRESS/LANTANA ANALYST: CP&A jlROJECT: 950404 TnER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/23/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BEACH -------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 1664 651 650 181 182 I I I <--' v ,--) <--- 354 947 363 / 354 v .------------------------------ , 297 v '-) '-) 296 ^ WE ^--- TOTAL N 1249 <---- 1675 ^ . : : 130 v .---, \ ,-------------------------------- ^ ^------------ 296 <------------- 625 <------------- 624 ------------ 65 v ------------ 65 v N-S STREET: CONGRESS AVE E-ji STREET: LANTANA RD ^ 126 ------------~ ^ 126 ------------^ 445 -------------) 445 -------------) 193 ------------. v ^ 252 \ ----^ 1335 ----) 890 EB ---- TOTAL v 193 <-. <-. ^ ^ .-) -------------------------------- / 323 851 126 <--. ^ .--) I I I 162 161 425 426 126 NBTOTAL 1300 -------------------------------------------------------------------------------------------------------------------------------- EB LT = 126 NB LT = 162 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WE Tn = 625 751 SB Tn = 651 813 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER r.~ LT = 65 SB LT = 182 1,201 TO 1,400 NEAR Tn = 445 510 NB Tn = 426 608 ) 1,400 OVER 1 ____________________________________________________________________________________________________________--------------------, E-W CRITICAL 751 + N-S CRITICAL 813 = 1564 STATUS? OVER ; PLANNING APPLICATION WORKSHEET --------------------------------------------------------------------------------------------------------------------------------- 1: INTERSECTION: CONGRESS lLAHTANA ANALYST: CP&A I PRoJECT: 950404 LJrnER PROJECT INFORMATION: FUTURE CONDITIONS SIPA (1985 HeM Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- DATE: 8/23/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BEACH --------------------------------------------------------------------------------------------------------------------------------- 651 650 181 182 296 ^ 1m ^--- TOTAL N 1249 (---- 1675 ^ . : : 130 v ,---. .---. 1_ SB TOTAL 1664 1- I I I (--, V ,--) 354 947 363 / .------------------------------, (--- 354 v 297 v ,-) ,-) \ ,-------------------------------- 1- ^ ^------------ 296 (------------- 417 <------------- 416 <------------- 416 1- ------------ 65 v 1- ------------ 65 v 1- , I-- I N-S STREET: CONGRESS AVE E-W STREET: LANTANA RD ^ 126 ------------^ ^ 126 ------------^ 296 -------------) 297 -------------) 297 -------------) 193 ------------. v 1-- ^ 252 \ ----,"' 1335 ----) 890 EB TOTAL v 193 <-, (-, ^ ^ .-) -------------------------------- 1 323 851 126 <--. ^ .--) I I I 162 161 425 426 126 HE TOTAL 1300 -------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------- EB LT = 126 NB LT = 162 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY Lr.vEL -- WB TH = 417 543 SB TH = 651 813 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER "'lll, LT = 65 SB LT = 182 1,201 TO 1,400 NEAR TH = 297 362 NB TH = 426 608 ) 1,400 OVER I , --------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 543 + N-S CRITICAL 813 = 1356 STATUS? NEAR t PLANNING APPLICATION WORKSHEET -------------------------------------------------------------------------------------------------------------------------------- SIPA (1985 HeN Signalized Intersections Planning Analysis) Version 2.0 !~ .----------------------------------------------------------------------------------------------------------------------------- NTERSECTION: Hili tary /Lantana nHALYST: at PROJECT: LAWRENCE & HYPOLUXO THER PROJECT INFORMATION: EXISTING CONDITONS DATE: 5/8/95 TIME PERIOD ANALYZED: AM PEAK (7:30-8:30) CITY/STATE: CITY OF BOYTON BEACH -------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 1674 116 373 373 373 219 220 I I I <__I V 1__) 116 1119 439 / ------------------------______1 <_I V V V J_) J_) 202 1'1 liB 1'1--- TOTAL N 525 <---- 845 1'1 . : : 118 v .---. ,---. \ 1______-------------------------- 1'1 1'1------------ 202 <------------- 263 <------------- 262 ------------ 59 v ------------ 59 v N-S STREET: Military Trail E-W STREET: Lantana Road 1'1 152 ------------1'1 1'1 152 ------------" 519 -------------) 519 -------------) 186 ------------. v 1'1 304 \ <- <-. 1\ 1\ 1'1 .-) -------------------------------- / 185 808 122 <--. ^ .--) I I I 93 92 269 269 270 122 lIB TOTAL 1115 ----^ 1528 ----) 1038 EB TOTAL v 186 -------------------------------------------------------------------------------------------------------------------------------- ---------------------------- ----------------------------------------------------- EB LT = 152 lIB LT = 93 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB TH; 263 415 SB TH = 373 466 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER .~ LT; 59 SB LT; 220 1,201 TO 1,400 NEAR i-- j TH; 519 578 lIB TH = 270 490 ) 1,400 OVER I ______________________________________________________--------------------------------------------------------------------------, E-W CRITIC\L 578 + N-S CRITICAL 490 = 1068 STATuS? UNDER t PLANNING APPLICATION WORKSHEET --------------------------------------------------------------------------------------------------------------------------------- 1: INTERSECTION: MILITARY/LANTANA ANALYST: CP&A I PROJECT: 950404 --OTHER PROJECT INFORMATION: FUTURE CONDITIONS SIPA (1985 HCH Signalized Intersections Planning Analysis) Version 2.0 ~----------------------------------------------------------------------------------------------------------------------------- DATE: 8/23/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BEACH --------------------------------------------------------------------------------------------------------------------------------- L SB TOTAL 1770 122 395 394 394 232 233 I I I (--, V ,--) 122 1183 465 / ----------------------___-----_1 (_I V V V ,-) 1_) I .. 214 " WB ^--- TOTAL N 556 (---- 895 " , , : : 125 v .---. .---. \ 1______-------------------------- " ,,------------ 214 (------------- 278 (------------- 278 ------------ 62 v ------------ 63 v 1- 1_- N-S STREET: MILITARY TRAIL E-W STREET: LANTANA RD II 1- 161 ------------" II I 1-- 160 ------------^ 549 -------------) 549 -------------) 198 ------------. v (-, (-, II II II ,-) II 321 \ ----^ 1617 ----) 1098 EB TOTAL v 198 / 197 854 129 (__, II ,__) I I I NB TOTAL 1180 99 98 284 285 285 129 .-------------------------------------------------------------------------------------------------------------------------------- I ._------------------------- ---------------------------- ----------------------------------------------------- EB LT = 161 NB LT = 99 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL - WBTH = 278 439 SB Tn = 395 494 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER ...., LT = 63 SB LT = 233 1,201 TO I, 400 NEAR -- "TH = 549 612 NBTH = 285 518 > 1,400 OVER , ____________________________________________________________________________________________________________--------------______1 E-W CRITICAL 612 + N-S CRITICAL 518 = 1130 STATUS? UNDER t PLANNING APPLICATION WORKSHEET ~ -------------------------------------------------------------------------------------------------------------------------------- SIPA (1985 HCM signalized Intersections Planning Analysis) Version 2.0 4______________________________________________________---------------------------------------------------------------------- DATE: 5/8/95 TIME PERIOD ANALYZED: PH PEAK (4: 45-5: 45) CITY/STATE: CITY OF BOYTeN BEACH N I I I <--, v ,--) I 159 798 298 / 1______--------------------------, ^ . . 157 v e.___ .---. \ <-' v v v ,-) ,-) ,-------------------------------- ^ ^------------ 281 <------------- 413 (------------- 412 ------------ 78 v ------------ 79 v N-S STREET: Military Trail E-Ii STREET: Lantana Road ^ 91 ------------^ ^ 90 ------------^ 312 -------------) 313 -------------) 174 ------------. v ^ 181 \ ----^ 980 ----) 625 EB TOTAL v 174 (-. (-. ^ ^ ^ ,-) -------------------------------- / 212 861 103 (--, ^ .--) I I I 106 106 287 287 287 103 NB TOTAL 1176 . ~------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------- _ EB LT = 91 NB LT = 106 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WB Tn = 413 504 SB Tn = 266 372 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER . LT = 79 SB LT = 149 1,201 TO 1,400 NEAR IrH = 313 392 NB Tn = 287 436 ) 1,400 OVER I. ._____________________________________________________--------------------------------------------------------------------------, E-W CRITICAL 504 + N-S CRITICAL 436 = 940 STATUS? UNDER t PLANNING APPLICATION WORKSHEET --------------------------------------------------------------------------------------------------------------------------------- L~. SIPA (1985 HCH Signalized Intersections Planning Analysis) version 2.0 ------------------------------------------------------------------------------------------------------------.---------------- INTERSECTION: MILITARY/LANTANA ANALYST: CPliA LpROJECT: 950404 :lTHER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/23/95 TIME PERIOD ANALYZED: PH PEAK CITY/STATE: BOYNTON BEACH --------------------------------------------------------------------------------------------------------------------------------- L 168 282 282 281 158 159 299 ^ 1m ^--- TOTAL N 873 (---- 1338 ^ . . : : 166 v .---. . . SB TOTAL 1330 I I I (--I V 1--) 168 845 317 / -------------------------______1 L 1_ \ (_I v v v ,-) ,-) 1______-------------------------- ^ ^------------ 299 (------------- 437 1- (------------- 436 L , I- I I- I ------------ 83 v ------------ 83 v N-S STREET: MILITARY TRAIL E-W STREET: LANTANA RD ^ 96 ------------^ ^ 95 ------------^ 331 -------------) 331 -------------) 186 ------------. v (-. (-. ^ ^ ^ .-) I / 226 911 109 (--, ^ .--) I I I NB TOTAL 1246 ^ 191 \ ---.,"\ 1039 ----) 662 EB TOTAL v 186 113 113 303 304 304 109 -------------------------------------------------------------------------------------------------------------------------------- -------------------------- ---------------------------- ----------------------------------------------------- EB LT = 96 NB LT :: 113 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WEITH = 437 533 SB TH = 282 395 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER -.., LT = 83 SB LT = 159 1,201 TO 1,400 NEAR TH = 331 414 NBTH = 304 463 ) 1,400 OVER , ____________________________________________________________________________________________________________--------------______1 E-W CRITICAL 533 t N-S CRITICAL 463 :0 996 STATUS? UNDER ; PLANNING APPLICATION WORKSHEET . .-------------------------------------------------------------------------------------------------------------------------------- L SIP! (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- :NTERSECTION: HYPOLUXO ILAWRENCE ANALYST: CP&A -PROJECT: 950404 lTHER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BCH -------------------------------------------------------------------------------------------------------------------------------- S8 TOTAL 231 46 106 79 I I I <--' V ,--) 46 106 79 / --------------------------------, <-' V ,-) 95 ^ WB ^--- TOTAL 556 <---- 721 N ^ . . . . 70 v .---. \ ,-------------------------------- ^ ^------------ 95 <------------- 278 (------------- 278 ------------ 70 v r- 1- N-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD ^ 65 ------------^ 574 -------------) 574 ----------.--) 463 v 111 ^ 65 \ ----^ 1213 ----) 1037 EB TOTAL v 111 (-. 121 ^ 101 ---) -------------------------------- 78 222 1 78 121 101 <--. ^ .--) I I I NB TOTAL 300 -------------------------------------------------------------------------------------------------------------------------------- ---------------------------- ---------------------------- ----------------------------------------------------- EB LT = 65 NB LT = 78 MAXIMUM SUM OF CRITICAL VOLUJ.l.ES CAPACITY LEVEL WBTH = 278 343 S8 TH = 106 184 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER ..., LT = 70 S8 LT = 79 1,201 TO 1,400 NEAR .- ,TH = 574 644 NBTH = 222 301 ) 1,400 OVER , --------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 644 + N-S CRITICAL 301 = 945 STATUS? UNDER f PLANNING APPLICATION WORKSHEET -------------------------------------------------------------------------------------------------------------------------------- . . SIPA (1985 HCM Signalized Intersections Planning Analysis) version 2.0 ::.. ----------------------------------------------------------------------------------------------------------------------------- HTERSECTION: HYPOLUXO/LAWRENCE . nNALYST: CP&A PROJECT: 950404 --'-THER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: AM PEAK CITY /STATE: BOYNTON BCH -------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 289 49 134 106 I I I <__I V ,__) 49 134 106 / ------------------------______1 <_, V ,_) 120 ^ WB ^--- TOTAL 599 <---- 793 N ^ . . . . . . 74 v .---. . . \ '______-------------------------- ^ ^------------ 120 (------------- 300 <------------- 299 ------------ 74 v N-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD ^ 69 ------------^ 619 -------------) 619 ----------.--) 494 v 125 ^ 69 \ ----^ 1307 ----) 1113 EB TOTAL v 125 <-. 148 ^ 107 ---) 94 255 / 94 148 107 (--. ^ .--) I I I NB TOTAL 349 -------------------------------------------------------------------------------------------------------------------------------- ---------------------------- ---------------------------- ----------------------------------------------------- EB LT = 69 NB LT = 94 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL WBTH = 300 369 SB TH = 134 228 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER ''ll, LT = 74 SB LT = 106 1,201 TO 1,400 NEAR TH = 619 693 NBTH = 255 361 ) 1,400 OVER , .___________________________________________________________________________________________________________--------------______1 E-W CRITICAL 693 + N-S CRITICAL 361 = 1054 STATUS? UNDER f PLANNING APPLICATION WORKSHEET -------------------------------------------------------------------------------------------------------------------------------- SIPA (1985 Hot Signalized Intersections Planning Analysis) version 2.0 ----------------------------------------------------------------------------------------------------------------------------- NTERSEcrrON: HYPOLUXO /LAWRENCE nNALYST: CP&A PROJECT: 950404 -/fliER PROJECT INFORMATIOlf: FUTURE CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BCH ".------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 360 105 136 119 I I I <--' V '--) 105 136 119 / ------------------------------, <-, V '-) 150 ^ WB ^--- TOTAL 1202 (---- 1493 If ^ . . . . . . 141 v e___. . . \ ,-------------------------------- ^ ^------------ 150 <------------- 601 <------------- 601 ------------ 141 v If-S STREET: LAWRENCE RD E-W STREET: HYPOLUXO RD ^ 75 ------------^ 498 -------------) 499 ----------.--) 379 v 120 ^ 75 \ ----^ 1072 ----) 877 EB TOTAL v 120 < - . 185 ^ 96 ---) 113 281 / 113 185 96 <--. ^ .--) I I I NB TOTAL 394 -------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------- EB LT = 75 NB LT = 113 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL liB TH = 601 676 SB TH = 136 249 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER '''1\ LT = 141 SB LT = 119 1,201 TO 1,400 NEAR TH = 499 640 NB TH = 281 400 ) 1,400 OVER , --------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 676 + N-S CRITICAL 400 1076 STATUS? UNDER : PLANNING APPLICATION WORKSHEET --------------------------------------------------------------------------------------------------------------------------------- L SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 . .----------------------------------------------------------------------------------------------------------------------------- rnTERSECTION: HYPOLUXO/CONGRESS DATE: 8/21/95 I ANALYST: CPliA TIME PERIOD ANALYZED: AM PEAK _PROJECT: 950404 CITY/STATE: BOYNTON OCR mER PROJECT INFORMATION: EXISTING CONDITIONS --------------------------------------------------------------------------------------------------------------------------------- L SB TOTAL 843 87 271 270 215 L I I I (--' V '--) 87 541 215 / l~-------------------------------' (-' v V ,-) 112 ^ WB ^--- TOTAL N 529 (---- 735 ^ 94 v ,---. \ ,-------------------------------- ^ ^------------ 112 (------------- 265 l__ (------------- 264 1- ------------ 94 v L L N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD L_ ^ 1_ 158 ------------^ 469 -------------) 469 -------------) 1_ 186 ------------. v l -------------------------------. _ ^ 158 \ ----^ (-. ^ ^ .-) -------------------------------- 207 424 163 (--, ^ .--) I I I TOTAL v 186 207 212 212 163 NB TOTAL 794 _____________________________________________________________________________________________________________------------_____---1 [;-;;-:--;;--------. -~-~;--:--;;---------- .--;;;;;-;;-~;-;;~-;~;;;;-~~~;;~--I w~ TH = 265 423 SB TH = 271 478 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER [ .~ LT = 94 SB LT = 215 1,201 TO 1,400 NEAR - .J TH = 469 563 NB TH = 212 427 ) 1,400 OVER ---------------------------------------------------------------------------------------------------------------------------------, / 1282 EB ----) 938 E-W CRITICAL 563 + N-S CRITICAL 478 = 1041 STATUS? UNDER t PLANNING APPLICATION WORKSHEET --------------------------------------------------------------------------------------------------------------------------------- L SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- ~NTERSECTION: HYPOLUXO/CONGRESS ANALYST: CP&A t!ROJECT: 950404 )'fIlER PROJECT INFORMATION: FUTURE CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: AM PEAK CITY/STATE: BOYNTON BCH .-------------------------------------------------------------------------------------------------------------------------------- 1__ SB TOTAL 902 104 286 285 227 118 ^ WB ^--- TOTAL N 576 (---- 793 ^ 1_- I I I . . . . (__, V ,__) 104 571 227 99 v / 1_.------------------------------1 \ (_, v v ,_) '________________________________ ^ ^------------ 118 (------------- 288 l-- (------------- 288 L l_ ------------ 99 v 1- N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD L ^ 1-- 178 --------~---^ 502 -------------) 503 -------------) 1- 206 ------------. v I_.------------------:--~;~------ \ (-. ^ ^ .-) / ----------;;~--~~~--~;;--------- ----^ (--. .--) 1389 ----) 1005 I I I I EB ----. I I-~=;;:;;=~~=;;;::::~~:=:--------::::;;;-;;==:=::;;,;-==:==::=:==:---_::~-:~~;~~~~;:~~:~~~:~:I w~ TH = 288 466 SB TH = 286 516 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER I r.~ LT = 99 SB LT = 227 1,201 TO 1,400 NEAR - TH = 503 602 NB TH = 224 451 ) 1,400 OVER .___________________________________________________________________________________________________________---------------______1 E-W CRITI~~L 602 + N-S CRITICAL 516 1118 STATUS? UNDER t PLAlIBING APPLICATION WORKSHEET -------------------------------------------------------------------------------------------------------------------------------- SIPA (1985 HeM Signalized Intersections Planning Analysis) Version 2.0 ----------------------------------------------------------------------------------------------------------------------------- NTERSECTION: HYPOLUXO/CONGRESS lfALYST: CP&A PROJECT: 950404 --THER PROJECT INFORMATION: EXISTING CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON OCR -------------------------------------------------------------------------------------------------------------------------------- SB TOTAL 874 141 271 270 192 I I I (--' V ,--) 141 541 192 / ------------------------------, (-, v v '-) 174 ^ WB ^--- TOTAL N 779 (---- 1191 ^ . . : : 238 v .---. .---. \ ,-------------------------------- ^ ^------------ 174 (------------- 390 <------------- 389 ------------ 238 v N-S STREET: CONGRESS AVE E-Ii STREET: HYPOLUXO RD ^ 208 ------------^ 331 -------------) 331 -------------) 162 ------------. v ^ 208 \ (-. ^ ^ .-) -------------------------------- / 407 779 100 <--. ^ .--) I I I 407 389 390 100 NB TOTAL 1286 ---_/\ 1032 ----) 662 EB TOTAL v 162 -------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------- EB LT = 208 NB LT = 407 MAXIMUM SUM OF CRITICAL VOLUMES CAPACITY LEVEL -- liB Tn = 390 598 sa Tn = 271 678 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER W8 LT = 238 SB LT = 192 1,201 TO 1,400 NEAR Tn = 331 569 NB Tn = 390 582 ) 1,400 OVER I. .___________________________________________________________________________________________________________--------------------, E-W CRITICAL 598 + H-S CRITICAL 678 = 1276 STATUS? NEAR : PLANNING APPLICATION WORKSHEET ---------------------------------------------------------------------------------------------------------------------------------- It .J: SIPA (1985 HCM Signalized Intersections Planning Analysis) Version 2.0 ------------------------------------------------------------------------------------------------------------------------------ INTERSEcrION: HYPOLUXO /CONGRESS l ANALYST: CP&A _ PROJEcr: 950404 OTHER PROJEcr INFORMATION: FUTURE CONDITIONS DATE: 8/21/95 TIME PERIOD ANALYZED: PM PEAK CITY/STATE: BOYNTON BCH .--------------------------------------------------------------------------------------------------------------------------------- 1 SB TOTAL 937 163 286 285 203 1 I I I <__I V ,--) 163 571 203 / _l--------------------------------I <-' V V ,-) 184 ^ WB ^--- TOTAL N 842 <---- 1277 ^ . : : 251 v .---. .---. \ ,-------------------------------- ^ ^------------ 184 <------------- 421 L <------------- 421 L ------------ 251 v l 1 N-S STREET: CONGRESS AVE E-W STREET: HYPOLUXO RD 1 ^ 233 ------------^ 359 -------------) 359 -------------) L 183 ------------. v ~------------------------------- L <-. ^ ^ .-) -------------------------------- ^ 233 \ ----^ 1134 ----) 718 EB TOTAL v 183 442 411 412 106 / 442 823 106 (--. ^ .--) I I I HB TOTAL 1371 1 ,--------------------------------------------------------------------------------------------------------------------------------- l"--;;-~;--:---;;;-----------. ---;;-~;--:---~~;----------- ---~~-S~-~;-~;~~-;~~~--~~CI;;-~~ --- WB TH = 421 654 SB TH = 286 728 ------------------------------- -------------- OR OR 0 TO 1,200 UNDER 1 'oTB LT = 251 SB LT = 203 1,201 TO 1,400 NEAR J TH = 359 610 HB TH = 412 615 ) 1,400 OVER ---------------------------------------------------------------------------------------------------------------------------------, E-W CRITICAL 654 + H-S CRITICAL 728 = 1382 STATUS? NEAR :