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CORRESPONDENCE Department of Engineering and Public Works PO. Box 21229 West Palm Beach. FL 33416-1229 (561) 684-4000 www.pbcgov.com . Palm Beach County Board of County Commissioners Karen 1. Marcus. Chair Tony Masilotti. Vice Chairman Jeff Koons Warren H. Newell Mary McCarty Burt Aaronson Addie L. Greene County Administrator Robert Weisman . An Equal Opportunity Affinnative Action Employer" @ printed on recycled paper r~~-r'~' I~: ~-i~~r ~: -- r:'-') Il . r-----.--. -----....~. __ - ~.:__ .1 ;" , e' t ; q ~ r ' ' : ,j; 2rAJ4 July 8, 2004 Mr. Michael W. Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach P.O. Box 310 Boynton Beach, FL. 34425-0310 JUL I J .----- r-e. ___. .4 __.~.-- RE: Winchester Shops - fka; Boynton Beach Retail TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study for the previously approved commercial project entitled; Winchester Shops, pursuant to the Traffic Performance Standards in Article 12 of the Palm Beach County land Development Code. This project is summarized as follows: Location: Northwest Corner of Boynton Beach Boulevard and Winchester Park Boulevard Intersection. Boynton Beach None 21,600 SF General Retail 1,389 12 AM, and 126 PM 2005 Municipality: Existing Uses: Proposed Uses: New Daily Trips: New PH Trips: Build-out Year: Bacsed on our review. the Traffic Division has determined that the revised build-out date for the previously approved commercial project meets the Traffic Performance Standards of Palm Beach County. No building permits are to be issued by the town, after the build-out date, specified above. The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance. It is also suggested that: . An exclusive westbound right-turn lane, to be provided at the project access driveway along Boynton Beach Boulevard. . Town monitor PM peak hour traffic operations at the intersection of Boynton Beach Boulevard and Winchester Park Blvd., with emphasis on the adequacy of storage lengths for SBl, WBl, and especially EBl movements. ," .. July 8, 2004 Page 2 If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, OFFICE OF THE COUNTY EN /2/J " cc: Kimley-Horn & Associates Inc. File: General - TPS - Mun . Traffic Study Review F :\TRAFFIC\ma\Admin\Approvals\040639 .doc ~=r~ Kimley-Horn and Associates, Inc. TRAFFIC IMPACT ANALYSIS WINCHESTER SHOPS BOYNTON BEACH, FL 047616000 June 2004 Kimley-Hom and Associates, Inc. C A #00000696 4431 Embarcadero Drive West Palm Beach, Florida 33407 561/845-0665 TEL 561/882-0199 FAX ~.~.'"""~ VV'-- - W. Chri~tcpher - . Hegg~!!, "".~. -- Florida Registrat~on Number 58636 (J It/o+ ,~.. ~ .. - '. - - .... - .. .,.....-n ......... _ r ~ Kimley-Horn and Associates, Inc. TABLE OF CONTENTS SECTION PAGE INTRODUCTION ......................................................................................... 1 INVENTORY AND PLANNING DA TA..............................................................3 PROJECT TRAFFIC.............................................................................................. 4 Traffic Generation ......... ... ........ ..................... ................. ....... ........ ...... ......4 Traffic Distribution.................................................................................... 4 Traffic Assignment............................................................. ...................... 6 BACKGROUND TRAFFIC.................................................................................. 8 ASSURED AND PROGRAMMED CONSTRUCTION....................................... 9 PART ONE - INTERSECTION ANALYSIS .....................................................10 Intersections on Project Accessed Links.................................................. 10 Intersections with Ten Percent Project Traffic on Approach.................. 10 P ART TWO - LINK EV ALUA TION .................................................................11 Total Peak Hour....................................................................................... 1 1 Test 2....................................................................................................... 13 SITE CIRCULATION AND TURN LANE REQUIREMENTS......................... 14 CONCLUSION ., .................... ........ .... .......... ................ ............ .... ................. .... ...16 APPENDIX........ ................................. ............................. .......... Following Page 16 047()! 6000.0604 Page 1\ .... - ~- - - """ ~ ~=r~ Kimley-Horn and Associates, Inc. LIST OF FIGURES Figure No. Title Page 1 2 3 Site Location Map ........ ....... ........................ ............... ..... ........ ..... 2 Project Assignment....................................................................... 7 Peak Hour Site Access Traffic.................................................... 15 LIST OF TABLES Table No. Title Page 1 Trip Generation ............................................................................5 2 Peak Hour Traffic Link Analysis................................................ 12 047616000-0604 Pagclii .. .,.....-n ....... _ r ~ dMlI' .... - ~~ ,;M' Kimley-Horn and Associates, Inc. INTRODUCTION This is a traffic impact analysis for the proposed Winchester Shops retail development to be located on the northwest quadrant of the intersection of Boynton Beach Boulevard and Winchester Park Boulevard in Boynton Beach, Florida. The location of the site is illustrated in Figure 1. The site currently has a vested approval for 21,600 square feet of commercial retail development with a buildout date of 2004. A copy of the traffic concurrency approval letter previously issued by Palm Beach County for this project (formerly known as Boynton Beach Retail) is included in the Appendix. It is currently proposed to extend that buildout date to 2005. The overall square footage of the development is proposed to remain the same. Kimley-Hom and Associates, Inc. was retained to prepare an updated traffic impact analysis for the project. This document presents the methodology used and the findings of the traffic impact analysis. The analysis was conducted in accordance with the currently adopted requirements of the Countywide Traffic Performance Standards (TPS) of Palm Beach County. The analysis used current data available from Palm Beach County. A buildout year of 2005 was analyzed for the proposed development. 0476]6000-0604 Pagc I .. 1NfTAHi\ RD. III. 95 HYPOl..lJXO RD. <<H ~ ! i I ~ I i I I - .. IlINR RD. ... 0AlE1MY 1l..VD. .. i I~ ~ OlD IIOYNlON RD. t - SITE IlCMfltlH lEACH IllVD. ~ - I .... WOOIJIAICHI' RD. a <>> (.) i 00lF RD. C) I .~ ~ PIPER'S GUN 1l..VD. "N a iii :;:: 'oq: FlMlR PICT RD. i I ~ ~ ) AGURE 1 WINCHESTER SHOPS SITE LOCATION MAP NOT TO SCALE ~_n Kimley-Hom IIIl...J_U and Associates, Inc. . 047616000 P,\[)J.'o{\475.J8OOO\(lU'1'PM-O ~12...()J .,....._n ......... _ r ~ ..., ". ""'-"" Kimley-Horn and Associates, Inc. INVENTORY AND PLANNING DATA The data used in this analysis were obtained from Palm Beach County and Kimley- Horn and Associates, Inc. The data included: · 2003 peak hour traffic volumes · Roadway geometrics · Intersection turning movement counts 047616000-0h04 PJgc 3 .,.....-n ......... _ r ~ ~,.. ... - ... ~.. 1." Kimley-Horn and Associates, Inc. PROJECT TRAFFIC Traffic Generation The daily traffic generation for the development was based on trip generation rates published and accepted by Palm Beach County. The proposed development plan consists of 21 ,600 square feet of retai11and use and is expected to generate 1.389 new external daily trips. Peak hour characteristics were based on information published in Institute of Transportation Engineers' report, Trip Generation, 6th Edition. The project is expected to generate 12 a.m. peak hour trips and 126 p.m. peak hour trips with the p.rn. peak hour being the most adverse peak hour condition. Table 1 presents the proposed project's trip generation. Pass-by capture was applied based on the retail pass-by equation published and accepted by Palm Beach County. Traffic Distribution Traffic distribution was determined from a review of the roadway network and travel time characteristics along with the various attractions. The distribution according to the cardinal directions is: NORTH SOUTH EAST WEST 30 percent 30 percent 15 percent 25 percent 0476] 6000-0604 Page 4 TABLE I BOYNTON BEACH RETAIL TRIP GENER~TION Land Use Intensity Daily AM Peak Hour P'VI Peak Hour Trips Total In Out Total In Out ~ Commercial Retail 21.600 sq ft 2.508 22 n 9 228 109 119 Pass-By Capture Commercial Retail 44 60% 1.I19 10 6 4 102 49 53 Net New Project Traffic VO/lImes 1,389 12 7 5 126 60 66 Drivewa)' Volumes 2.508 22 13 9 228 J09 /19 Notes: Trip generation was calculated using the following data: Daily Traffic Generation Commercial Retail [P.B.C] = Lnm = 0 65Ln(X) + 5.83 AM Peak Hour Traffic Generation Commercial Retail IP.BC] = T = 1.03 trips per 1.000 sq. ft.; (61 % in. 39% out) PM Peak Hour Traffic Generation Commercial Retail IP.B.Cl = Ln(T) = 0.66Ln(X) + 3.40; (48% in. 52% out) Pass-By Capture Commercial Retail IP.B.C.] = % = 45.1 - 0.0225(A) '''''iI! .. "'* .... p:\W.'Sl\boynlOn beach relaiNboynlOnJf'laif_052504.xlsJrrip~en comp 6/3/2004 17.09 ~" ~=~ :=~t~lnc. .,.....-n ......... _ r ~ ... ,.. Kimley-Horn and Associates, Inc. Traffic Assignment The peak hour external project trips were assigned to the surrounding roadways. Figure 2 illustrates the project assignment. Based on the net traffic generation, it was determined that the maximum radius of development influence for Test 1 of the Traffic Performance Standards is two miles. The Test 2 maximum radius of influence is one mile. 047616000-0604 Pagc 6 I.lIIfTAHi\ RD. 95 HYPClWXO RD. ~ Ii! ~ i ! I I I I .. IlINR RD. ~ ~ ... Oot.lfJMy IllVD. ~ ~ ~ r-- ,,'"' ... a .... 10 ~ ~ 21. 4'Y.i\ ~ Ol 21. 41. 21. ~ OlD IIlMmlN RD. ~ SITE ~ 221. 81. 131. co 231. 311. ;! 22"1- ~ IIOYNlON lEACH IllVD. I ~ ~ I ~ ~ 591. 10 r-- ~ ~ 71. 11. 31. WOOURClIf1' RD. ~ ~ i 00lF RD. I ~ PIPER'S GLEN IllVD. iii a <>> (.) C) FUMlR PICT RD. i i (.) .~ 'N a '" 'N 'oq: ~ ~ ) FIGURE 2 WINCHESTER SHOPS PROJECT TRAFFIC ASSIGNMENT NOT TO SCALE ~_n Kimley-Horn IIIl...J_U and Associates, Inc . 047616000 P:\lWK\.7~0IJTP.r,R-o ~12--OJ ~=n - ,~ Kimley-Horn and Associates, Inc. BACKGROUND TRAFFIC Future background traffic includes two components in addition to existing traffic volumes: · Traffic from the unbuilt portions of committed developments · Historical traffic growth A review of the Palm Beach County spreadsheet of committed development traffic in the western portion of the County indicates that none of the links or intersections contained in that spreadsheet are significantly impacted by project traffic. Therefore, future increases in traffic volumes are based upon the historical growth rate. The buildout of this project is expected to occur by the end of 2005. 04"76] hOOO-O()().+ Pagc 8 .. .. ,.. '... ...- .$@' .,.....-n ......... _ r ~ Kimley-Horn and Associates, Inc. ASSURED AND PROGRAMMED CONSTRUCTION A review was undertaken of the Five-Year Plans of Palm Beach County and FDOT as well as those improvements committed by the developers of projects in the area. No roadway improvements are planned on significantly impacted roadway segments within the limits of the study area. 047616000-0004 Page 9 .,.....-n ......... _ r ~ Kimley-Horn and Associates, Inc. PART ONE - INTERSECTION ANAL YSIS Intersections on Project-Accessed Links An analysis was undertaken for intersections nearest to each link directly accessed by the project on Boynton Beach Boulevard and Winchester Park Boulevard. The intersections were analyzed using the Critical Sum planning methodology as outlined in the 1985 Highway Capacity Manual (HCM). This analysis indicates that the critical sum at the intersections of Boynton Beach Boulevard & Winchester Park Boulevard, Boynton Beach Boulevard & Lawrence Road, and Old Boynton Road & Winchester Park Boulevard will not exceed the threshold of 1,400 vehicles per hour with the existing lane configurations. Traffic count data and the critical sum analysis worksheets are included in the Appendix. Intersections with Ten Percent Project Traffic on Approach The Palm Beach County Traffic Performance Standards stipulate that an analysis shall be undertaken for intersections where the project traffic comprises 10% or more of the total traffic on at least one of the intersection approaches. No intersections were found to fall within the category of this level ofproject impact and therefore no additional intersections were analyzed. 047616000-0604 Page III '.. "" "'" '. ~ ~=r~ Kimley-Horn and Associates, Inc. PART TWO - LINK EVALUATION Total Peak Hour A two-way peak hour link performance standard evaluation was undertaken for each link considering its total two-way peak hour traffic volume and the roadway laneage in place in 2005. Project traffic and total traffic for the two-way peak hour conditions are shown in Table 2. Boynton Beach Boulevard from Winchester Park Boulevard to Congress Avenue is significantly impacted by the project. The significantly impacted link will meet the two-way peak hour link level of service standards through the end of 2005. 0476] 6000-0604 Page 11 ~.. H" - ~ ... N 0' :3 < "' '" ~ ~ - ... ~ ~; ~ .. ~ i2 o ... "' 5 g - ~ r- ~ .~ . ~ - 2 <( o '" ~.~ 0: ~ g 1 !;: (is ;:- ... 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I g 0 c ~ j ~ ~ ~ 1 ~ c 5 E ~ ~~~1!; :::-. 0 Z ., ~ ~ - ; j .; ';> ..2 .;: if -;/. ~ 1 ~ c ~ ~ ~ ] ~ z z f !I 1 ~ ] t ~ ,"" '. .- '.f>''i! .,.....-n ......... _ r ~ Kimley-Horn and Associates, Inc. Test 2 the significantly impacted links are on the Test 2 list of deficient links. The Model Test 2 indicates a radius of influence of one mile frorn the site. None of 047538000-0503 Page ] 3 - ,........-n ......... _ r ~ j\\\ll -"'" Kimley-Horn and Associates, Inc. SITE CIRCULA TION AND TURN LANE REQUIREMENTS Two driveways are proposed to serve the site. The property will directly access Boynton Beach Boulevard via a proposed right-in / right-out driveway, and Winchester Park Boulevard via a proposed right-in / right-out driveway. Driveway Classification According to the Palm Beach County "Guide Parking Lot and Street Access Design Criteria and Standards", it is necessary to classify project entrances as minor, intermediate, or major according to the following criteria: l. Minor - Provides for a maximum average daily traffic of 500. 2. Intermediate - Provides service for a maximum average daily traffic from 501 to 2,000. 3. Major - Provides service for a maximum average daily traffic greater than 2.000. Using these criteria, the driveway on Winchester Park Boulevard would be classified as minor. The driveway on Boynton Beach Boulevard would be classified as major. Turn Lane Requirements Palm Beach County requires a right-turn lane when inbound peak hour right-turning traffic is 75 vehicles or more. Figure 3 presents the existing and proposed project a.m. and p.m. peak hour total volumes assigned to the project's access locations. Consideration of these volumes with respect to the Palm Beach County access design standards results in the determination that a westbound right-turn lane is warranted on Boynton Beach Boulevard at the site entrance. No additional turn lanes are warranted. 047538000-0503 Page 14 - ,-----------------------------------i ~ ~I ~2(24) .... Ln_n SITE 121321 it) ~ ...... ~ "t. 12 (98) -- --- -- --~ ~ . I ~ I NOT TO SCALE BCMmlN lEACH 1l..VD. ~ ~ ) LEGEND 12 AM PEAK HOUR VOLUME (98) PM PEAK HOUR VOLUME 121321 DAILY TRAme VOLUME FIGURE 3 WINCHESTER SHOPS PEAK HOUR PROJECT TRAFFIC ~_n Kimley-Horn IIIl...J_U and Associates, Inc. . 047616000 P:\~\o{\""414002'Ol1TPNt....(l 3-11Hl7 .,.....-n ......... _ r ~ Kimley-Horn and Associates, Inc. CONCLUSION The Winchester Shops project is proposed to be located on the northwest quadrant of the intersection of Boynton Beach Boulevard and Winchester Park Boulevard in Boynton Beach, Florida. Based on the traffic impact analysis prepared for the entire site, the proposed development meets the requirements of the Countywide Traffic Performance Standards of Palm Beach County. 047538000-0503 Page 16 ~=r~ Kimley-Horn and Associates, Inc. APPENDIX 08/18/03 VaN 09:12 FAX 561 863 6318 KIlILEY-HORN HKTG ~001 Department Dr Englneerlnl and Publi.: Workl P.O. Box 21229 WesrPalm 8each, FlJ3416.1229 (561) 084-4000 www.pbcgov.com . Palm 8each County Board of county Commls.IDners Karen T. Marcus, Chair 1bny Muilottl. Vice Chairman Jeff Koons Warren H. Newell Mary Mc:Cany Burt Jl.arDnson Addle L Greene COUnty Admlnistnltor Robert YJeTsman '''n EqIMIIOppornmiry AftiI'rMti11f. AroD" Ernpla,.,.' @ flrlnr-d on recyr:Jsd paper August 14,2003 Mr. Michael W. Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach P.O. Box 310 Boynton Beach, FL 34425-0310 RE: Boynton Beach Retail TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr.-Rumpf: - The Palm Beach County Traffic Division has reviewed the traffic statement for the project entitled; Boynton Beach Retail, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. This project is summarized as follows: Location: Northwest Comer of Boynton Beach Boulevard and Winchester Park Boulevarcllntersection. Boynton Beach None 21 ,BOO SF General Retail 2,545 35 AM, and 126 PM 2004 Municipality: Existing Uses: Proposed Uses: New Daily Trips: New PH Trips: Build-out Year: Based on our review, the Traffic Division has determined that the redevelopment project meets the Traffic Performance Standards of Palm Beach County. It is however suggested that: . An exclusive westbound right-turn lane, to be provided at the project access driveway along Boynton Beach Boulevard_ -:It should--also be noted that aR~bml~,fof'a-build>-out year-af-2603; the concurrency was issued for a 2004 build-out, since the project would also meet the thresholds under that scenario. If you have any questions regarding this determination. please contact me at 684-4030. Sincerely, INEER /Y)- --'. Masoud Atefi, tASCE Sr. Engineer -/I"raffic vision - ce,: Klmley..Ho~ ~ales Inc. File: General - TPS - Mun . TraflG Study Review F:\TRAFFIClma'Admin\Approvals\03071 1.doc 'J INTERSECTION ANALYSIS SHEET BOYNTON BEACH RETAIL fExI51ing Geometr}) OLD B_OYNJ'.flN ROAD @ \'VINCHESTER PARK ROAD Growth Rate = Peak Season Buildout Year Years. = 6.13r;( 1 01 200'> AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (9/2/03) 64 44 35 2 17 II 50 376 41 37 273 29 Peak Season Volume 66 45 36 2 18 II 52 387 42 38 281 30 Background 74 51 41 2 20 13 58 436 48 43 317 34 Major Projects Traffic 0 0 0 0 0 0 0 0 0 0 0 0 rk Project Traffic 4% 4% 2% 0% 4% 0% 0% 0% 4% 2% 0% 0% Direction Qui Qut out in in in in in in in in in Project T raffle I I I 0 I 0 0 0 I I 0 0 Total 75 52 42 2 21 13 58 436 49 44 317 34 Critical Volume Analysis No. of lanes I I I I I I I I 2 1<0 1 I 2 I <0 I I 2 T <0 Approach Volume 169 I 36 543 I 395 Per Lane Volume 75 I 52 42 I 2 I II I 0 58 I 243 I 0 I 44 176 I 0 North-South Critical NB LT + SB TH - 86 SB l T + NB TH 54 East-\Vest Critical EB L T + WB TH - 234 WB l T + EB TH 287 l\1aximum Critical Sum I 86 + 287 - 373 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (9/2/03) 180 103 117 59 103 72 99 541 102 96 667 47 Peak Season Volume 185 106 121 61 106 74 102 557 105 99 687 48 Background 209 119 136 68 119 84 115 628 118 III 774 5'; Major Projects Traffic 0 0 0 0 0 0 0 0 0 0 0 0 % Project Traffic 4% 4% 2% 0% 4% 0% 0% 00/" 4% 20"i:, 0% 0% Direction in out out in in in in In in in in in Project Traffic 3 3 2 0 3 0 0 0 3 2 0 0 Total 212 122 138 68 122 84 115 628 121 10 774 55 Critical Volume Analysis No. of Lanes I I I I I I I I 2 "-0 I I 2 I ~ 0 I I 2 I ,0 Approach Volume 472 I 274 864 I 942 Per Lane Volume 212 I 122 T 0 T 68 I 61 0 115 I 375 I 0 I 113 415T 0 North.South Critical NB LT + SB TH ~ 273 SB L T + NB TH ~ 190 East- West Critical EB LT + WB TH 530 WB LT + EB TH ~ 488 l\laximum Critical Sum I 273 + 530 - 803 STATUS? UNDER p:\\'esNw)'/llOn beach reraiNbovntonJe/vi/_0525n4 t:lsJnhibo)'I1_lI'indlpk (j/H2004 17:09 INTERSECTION ANALYSIS SHEET BOYNTON BEACH RETAIL (Future Geomelr) I BOYNTON BEACH BOllLEV ARD @ LA WRENeE ROAD Growth Rate Peak Season - Bllildout Year c-=- Years = 7.091Jc 1.05 2005 I ... AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound \\'estbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (06/02/04) 13 100 ,7 173 245 55 57 1372 69 52 715 52 Peak Season Volume 35 105 55 182 257 58 60 1.441 72 55 751 55 Background 37 112 58 195 275 62 64 1.543 78 58 804 58 Major Projects Traffic 0 0 16 0 0 0 0 24 0 15 22 0 rye Project Traffic 0% 0% 7% 1% 0% 0% 0% 23% 0% 7o/c 231/( 1% Direction In in in in in in in in in out out out Project Traffic 0 0 I I 0 0 0 2 0 I 2 I Total 37 112 75 196 275 62 64 1,569 78 74 828 59 Critical Volume Analysis No. of Lanes I I I I <0 I I I I I <0 I I 3 I <0 I I I 3 I < 0 Approach Volume 224 I 533 1,711 I 961 Per Lane Volume 37 I 187 I 0 I 196 I 337 I 0 64 I 549 I 0 I 74 I 296 I 0 North-South Critical NB L T + SB TH 374 SB LT + NB TH ~ 383 East-\Vest Critical EB L T + \VB TH - 360 \VB LT + EB TH ~ 623 "Maximum Critical Sum I 383 + 623 - 1,006 ..... - -iAi "" ... STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (06/02/04) 44 293 66 103 144 89 124 1194 32 118 1298 189 Peak Season Volume 46 308 69 108 151 93 130 1.254 34 124 1.363 198 Background 49 329 74 116 162 100 139 1.343 36 133 1.460 213 Major Projects Traffic 0 0 36 0 0 0 0 51 0 34 48 0 % Project Traffic 0% 0% 7% 1% 0% 0% 0% 23% 0% 7% 23% 1% Direction in in in in in in in in in out out out Project T raffie 0 0 5 I 0 0 0 14 0 5 16 I Total 49 329 )]5 117 162 100 139 1,408 36 172 1.524 214 Critical Volume Analysis No. of Lanes I I I < 0 I I I I I <- 0 I 3 I ,0 I 1 I 3 I <0 Approach Volume 493 I 379 1.583 I 1.910 Per Lane Volume 49 I 444 0 I 117 I 262 I 0 139 482 I o I 172 I 580 I 0 North-South Critical NB LT + SB TH ~ 311 SB L T + NB TH ~ 561 East~ West Critical EB L T + WB TH ~ 719 WB LT + EB TH ~ 654 l\laximum Critical Sum 561 + 719 - 1,280 STATUS? NEAR p:\\"' s!VJo"n/on b((/(h rell/if\{ boynton JelaiC052504.xls Jbb _loWTP"cl' &312004 17:09 ~fIiIf INTERSECTION ANALYSIS SHEET BOYNTON BEACH RETAIL {ExiSling CJCOlTll"If)) BOYNTON BEACH BOULEVARD @ WINCHESTER PARK ROAD GrO\vth Rate Peak Season Buildout Year -.;0 Years - 704% 104 200, 2 ,~ AM Peak Hour Intersection Volume Development Northbound Southhound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (6/5/03) 42 17 82 69 20 64 128 977 28 115 755 110 Peak Season Volume 44 18 85 72 2\ 67 133 1.016 29 120 785 114 Background 50 20 98 82 24 76 153 1.164 33 137 900 131 Major Projects Traflic 25 0 43 18 0 12 17 0 23 40 0 29 % Project Traffic 0% 0% 0(;(1 20% 0% 0% 31% 49(1A. 0% 0% 599c O'7c Direction in in in out out out in out in in in in Project Traffic 0 0 0 I 0 0 , 3 0 0 5 0 Total 75 20 141 101 24 88 173 1,167 56 177 905 160 Critical Volume Analysis No. of Lanes \ I I I < 0 I I I I I 1 3 I <0 I I I 3 T <0 Approach Volume 236 2\3 1.396 I 1.242 Per Lane Volume 75 I 16\ T 0 TIOI I 14 I 0 173 I 408 I 0 I 177 T 3551 0 North.South Critical NB LT + SB TH ~ 99 SB L T + NB TH ~ 262 East-\Vest Critical EB LT.,. WB TH ~ 528 WB LT ~ EB TH 585 !\1aximum Critical Sum I 262 + 585 = 847 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound \Vestbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (6/9/03) 86 23 85 138 14 223 196 990 27 \44 1025 169 Peak Season Volume 89 24 88 144 25 232 204 1,030 28 150 1.066 176 Background 102 27 10\ 164 29 266 234 1.180 32 172 1,221 201 Major Projects Traffic 19 0 31 102 0 63 58 0 29 51 0 95 % Project Traffic 0% 0% 0% 20% 0% 0% 31% 49% 0% 0% 59% 0% Direction in in in out out out in out in in in in Project Traffic 0 0 0 ]4 0 0 19 33 0 0 36 0 Total 121 27 133 280 29 329 311 t,213 61 223 1,257 296 Critical Volume Analysis No. of Lanes I I I I <01 I I I I I I I 3 I o I I 3 I <0 Approach Volume 281 1 638 1.585 I 1,776 Per Lane Volume 121 I 160 1 0 I 280 I 29 I 0 311 I 425 I 0 I 223 518 I 0 North-South Critical NB LT + SB TH ~ 150 SB L T + NB TH 440 East-West Critical EB LT + WB TH ~ 829 WB L T + EB TH ~ 648 !\Iaximum Critical Sum I 440 + 829 = 1,269 STATUS? NEAR p:\~esMo\'nlOfl beach relO1N bo\'nrnnJelaiC052504.:d5 Jbb "inch 6/31200417:09 ... Location: Boynton Beach Blvd / Lawrence City, State: Boynton Beach, FL _ Counter: D.G. Day of week: Wed. Kimley-Horn and Associates, Inc. 4431 Embarcadero Drive West Palm Beach, Florida 33407 File Name Site Code Start Date Page No : BYNTNBCH-LWRNC : 06020407 : 06/02/2004 : 1 Start Time Right Peds Right Peds Right Peds Right Thru Left Peds In!. .. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 07:00 18 0 8 0 5 0 7 183 2 0 439 07:15 13 0 6 0 4 0 4 204 6 0 499 07:30 15 0 7 0 5 0 17 327 10 0 677 07:45 22 0 9 0 14 0 12 300 11 0 679 Total 68 0 30 0 28 0 40 1014 29 0 2294 Boynton Beach Boulevard Eastbound ..... 08:00 12 61 44 0 11 154 9 0 8 27 12 0 22 350 9 0 719 08:15 17 72 38 0 13 191 10 0 14 23 2 0 10 338 14 0 742 08:30 17 74 44 0 13 167 16 0 16 26 6 0 15 302 13 0 709 08:45 9 38 47 0 15 203 17 0 14 24 13 0 22 382 21 0 805 Total 55 245 173 0 52 715 52 0 52 100 33 0 69 1372 57 0 2975 "'" *** BREAK *** ',$fd 16:00 19 46 38 0 39 313 20 0 13 34 18 0 5 299 31 0 875 16:15 19 39 20 0 40 296 21 0 9 55 11 0 16 312 32 0 870 16:30 24 43 34 0 50 319 39 0 22 71 11 0 6 273 26 0 918 16:45 20 27 22 0 46 340 17 0 5 62 14 0 6 299 22 0 880 Total 82 155 114 0 175 1268 97 0 49 222 54 0 33 1183 111 0 3543 "" 17:00 28 46 27 0 49 318 28 0 20 78 13 0 10 276 39 0 932 17:15 17 28 20 0 44 321 34 0 19 82 6 0 10 346 37 0 964 17:30 14 31 24 0 36 336 14 0 6 59 11 0 7 337 31 0 906 17:45 19 38 29 0 51 276 19 0 16 46 12 0 8 260 28 0 802 Total 78 143 100 0 180 1251 95 0 61 265 42 0 35 1219 135 01 3604 ... Grand Total Apprch % Total % 283 17.8 2.3 783 49.3 6.3 523 32.9 4.2 o.~ I 0.0 437 9.6 3.5 3847 84.6 31.0 261 5.7 2.1 01190 0.0 19.3 0.0 1.5 647 65.7 5.2 148 15.0 1.2 o.~ I 0.0 177 4788 3.3 90.4 1.4 38.6 332 6.3 2.7 0112416 0.0 0.0 Start Time Rig In!. Total 08:00 Volume 55 245 173 0 473 52 715 52 0 819 52 100 33 0 185 69 137 57 0 1498 2975 2 Percent 11. 51. 36. 0.0 6.3 87. 6.3 0.0 28. 54. 17. 0.0 4.6 91. 3.8 0.0 6 8 6 3 1 1 8 6 Volume 55 245 173 0 473 52 715 52 0 819 52 100 33 0 185 69 137 57 0 1498 2975 2 Volume 9 38 47 0 94 15 203 17 0 235 14 24 13 0 51 22 382 21 0 425 805 Peak 0.924 Factor High In!. 08:30 08:45 08:45 08:45 Volume 17 74 44 0 135 15 203 17 0 235 14 24 13 0 51 22 382 21 0 425 Peak 0.876 0.871 0.907 0.881 Factor '" Kimley-Horn and Associates, Inc. 4431 Embarcadero Drive West Palm Beach, Florida 33407 File Name Site Code Start Date Page No : BYNTNBCH-LWRNC : 06020407 : 06/02/2004 :2 ..Location: Boynton Beach Blvd / Lawrence City, State: Boynton Beach, FL ,..Counter: D.G. Day of week: Wed. Rig In!. Total 16:30 Volume 89 144 103 0 336 189 129 118 0 1605 66 293 44 0 403 32 119 124 0 1350 3694 8 4 Percent 26. 42. 30. 0.0 11. 80. 7.4 0.0 16. 72. 10. 0.0 2.4 88. 9.2 0.0 5 9 7 8 9 4 7 9 4 .. Volume 89 144 103 0 336 189 129 118 0 1605 66 293 44 0 403 32 119 124 0 1350 3694 8 4 Volume 17 28 20 0 65 44 321 34 0 399 19 82 6 0 107 10 346 37 0 393 964 ... Peak 0.958 Factor .. High In!. 16:30 16:30 17:00 17:15 Volume 24 43 34 0 101 50 319 39 0 408 20 78 13 0 111 10 346 37 0 393 Peak 0.832 0.983 0.908 0.859 Factor .... .e-~ ...J et I-- o I-- I-- 0::: et 5: :l 0::: J: I-- et ~ I-- ...J et ~ I-- 0::: et en :l 0::: J: I-- et .... en -'l!f ,- :W 4tlif I-- ...J et en I-- 0::: et w :l 0::: J: I-- et w I-- ...J et w I-- 0:: et z :l 0::: J: I-- et z I-- ...J et z W I- et c 0:: J: ~ et w a.. Vi Z ~ w z o ~ et U o ...J I'- "T 00 N 'C M "T '-D ~ "T N o 0. "T M 00 "T o 00 N r"'. N <n 00 M o o N 2' 'C o M 00 o o M I'- o 2 .... 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"'"' - .... .... - - - Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005629 Station 10: OLD BOYNTON RO 125'N OF BOYNTON BCH RO Latitude: 0' 0.000 Undefined Start Time NIA Morning Afternoo n Hour Totals Morning Afternoon S/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon 03-Mar-03 Mon 12:00 12 93 13 127 25 220 12:15 3 93 6 116 9 209 12:30 8 102 8 118 16 220 12:45 8 122 31 410 5 104 32 465 13 226 01:00 4 112 4 102 8 214 01:15 4 112 3 107 7 219 01:30 3 105 1 123 4 228 01:45 2 96 13 425 4 103 12 435 6 199 02:00 4 115 1 108 5 223 02:15 2 120 4 119 6 239 02:30 3 101 1 106 4 207 02:45 0 116 9 452 6 138 12 471 6 254 03:00 2 120 2 130 4 250 03:15 1 . 120 0 143 1 263 03:30 1 104 2 122 3 226 03:45 8 131 12 475 2 154 6 549 10 285 04:00 3 98 2 160 5 258 04:15 3 105 2 164 5 269 04:30 5 105 1 169 6 274 04:45 3 99 14 407 5 154 10 647 8 253 05:00 8 94 2 177 10 271 05:15 9 90 6 195 15 285 05:30 15 114 4 188 19 302 05:45 16 105 48 403 13 146 25 706 29 251 06:00 29 104 8 156 37 260 06:15 35 101 12 154 47 255 06:30 63 95 14 126 77 221 06:45 76 108 203 408 33 116 67 552 109 224 07:00 110 97 48 112 158 209 07:15 115 82 54 121 169 203 07:30 137 76 56 86 193 162 07:45 151 80 513 335 71 71 229 390 222 151 08:00 114 76 62 82 176 158 08:15 101 75 50 73 151 148 08:30 90 67 65 54 155 121 08:45 111 68 416 286 73 56 250 265 184 124 09:00 91 68 88 56 179 124 09:15 73 47 84 50 157 97 09:30 68 55 80 34 148 89 09:45 84 39 316 209 67 34 319 174 151 73 10:00 94 49 85 35 179 84 10:15 89 24 71 27 160 51 10:30 88 33 94 30 182 63 10:45 92 22 363 128 97 22 347 114 189 44 11:00 84 19 108 13 192 32 11 :15 104 16 88 14 192 30 11:30 95 26 99 15 194 41 11:45 101 6 384 67 113 7 408 49 214 13 Tolal 2322 4005 1717 4817 4039 8822 Percenl 36.7% 63.3% 26.3% 73.7% 31.4% 68.6% Combined 6327 6534 12861 Tolal Peak 07:15 03:00 11:00 04:45 11:00 04:45 Volume 517 475 408 714 792 1111 P.H.F. 0.856 0.906 0.903 0.915 0.892 0.920 ""'i'! ,. t_ .... - Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005639 Station ID: OLD BOYNTON RD 200'W OF LAWRENCE RD Latitude: 0' 0.000 Undefined Start Time EtA Morning Afternoon Hour Totals Morning Afternoon WtA Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon 03-Mar-03 Mon 12:00 12 162 9 154 21 316 12:15 7 155 8 183 15 338 12:30 11 153 7 187 18 340 12:45 6 180 36 650 8 198 32 722 14 378 01:00 2 166 4 181 6 347 01:15 4 195 8 190 12 385 01:30 2 164 5 177 7 341 01:45 1 179 9 704 6 178 23 726 7 357 02:00 1 172 8 208 9 380 02:15 2 197 5 188 7 385 02:30 3 199 2 220 5 419 02:45 2 200 8 768 3 196 18 812 5 396 03:00 2 180 2 180 4 360 03:15 4 200 3 174 7 374 03:30 1 204 5 169 6 373 03:45 0 207 7 791 2 186 12 709 2 393 04:00 1 199 3 160 4 359 04:15 2 196 2 172 4 368 04:30 1 182 2 138 3 320 04:45 5 206 9 783 17 169 24 639 22 375 05:00 6 230 11 139 17 369 05:15 18 214 9 171 27 385 05:30 10 198 22 198 32 396 05:45 18 195 52 837 19 183 61 691 37 378 06:00 23 169 30 180 53 349 06:15 20 177 34 172 54 349 06:30 38 168 62 169 100 337 06:45 37 174 118 688 51 166 177 687 88 340 07:00 46 151 112 143 158 294 07:15 95 154 109 110 204 264 07:30 93 144 146 120 239 264 07:45 97 126 331 575 180 83 547 456 277 209 08:00 92 108 146 94 238 202 08:15 85 105 154 94 239 199 08:30 101 125 154 87 255 212 08:45 86 95 364 433 180 77 634 352 266 172 09:00 74 115 137 102 211 217 09:15 68 67 150 68 218 135 09:30 101 79 158 53 259 132 09:45 116 73 359 334 163 39 608 262 279 112 10:00 102 53 169 47 271 100 10:15 102 44 179 34 281 78 10:30 110 26 174 17 284 43 10:45 122 29 436 152 162 29 684 127 284 58 11:00 127 30 156 19 283 49 11 :15 123 31 176 22 299 53 11:30 132 11 165 13 297 24 11 :45 140 7 522 79 167 17 664 71 307 24 Total 2251 6794 3484 6254 5735 13048 Percent 24.9% 75.1% 35.8% 64.2% 30.5% 69.5% Combined 9045 9738 Total 18783 Peak 11:00 04:45 09:45 02:00 11:00 02:00 Volume 522 848 685 812 1186 1580 PHF. 0.932 0.922 0.951 0.923 0.966 0.943 .. ,it!!!iii ... - ~- '. Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 5627 Station ID: OLD BOYNTON RD 250'E OF LAWRENCE RD Start Time 03-Mar-03 Man E/A Morning Afternoon Hour Totals Morning Afternoon W/A Morning Afternoon Latitude: 0' 0.000 Undefined Hour Totals Combined Totals Morning Afternoon Morning Afternoon 12:00 8 223 21 185 29 408 12:15 11 217 11 179 22 396 12:30 6 220 13 179 19 399 12:45 6 233 31 893 9 195 54 738 15 428 01:00 2 229 9 192 11 421 01:15 9 231 8 224 17 455 01:30 5 239 2 197 7 436 01:45 6 222 22 921 6 212 25 825 12 434 02:00 8 218 3 199 11 417 02:15 4 221 2 197 6 418 02:30 4 262 3 232 7 494 02:45 3 240 19 941 1 233 9 861 4 473 03:00 1 210 2 209 3 419 03:15 1 195 4 239 5 434 03:30 3 199 1 225 4 424 03:45 5 214 10 818 3 256 10 929 8 470 04:00 4 209 1 266 5 475 04:15 3 212 3 257 6 469 04:30 3 161 0 261 3 422 04:45 16 229 26 811 5 243 9 1027 21 472 05:00 14 176 7 260 21 436 05:15 7 195 11 252 18 447 05:30 27 232 10 270 37 502 05:45 24 207 72 810 20 251 48 1033 44 458 06:00 42 216 16 225 58 441 06:15 44 200 17 215 61 415 06:30 76 195 19 184 95 379 06:45 76 195 238 806 34 213 86 837 110 408 07:00 145 169 50 196 195 365 07:15 146 146 81 204 227 350 07:30 166 122 82 175 248 297 07:45 205 97 662 534 74 177 287 752 279 274 08:00 189 109 68 148 257 257 08:15 178 91 65 135 243 226 08:30 175 91 68 152 243 243 08:45 232 89 774 380 67 150 268 585 299 239 09:00 172 86 72 149 244 235 09:15 187 58 75 108 262 166 09:30 205 57 104 113 309 170 09:45 210 36 774 237 112 107 363 477 322 143 10:00 209 46 94 63 303 109 10:15 195 36 116 53 311 89 10:30 204 15 126 36 330 51 10:45 226 27 834 124 134 39 470 191 360 66 11:00 202 23 136 36 338 59 11 :15 201 19 148 41 349 60 11:30 223 14 162 20 385 34 11 :45 236 17 862 73 181 21 627 118 417 38 Total 4324 7348 2256 8373 6580 15721 Percent 37.0% 63.0% 21.2% 78.8% 29.5% 70.5% Combined 11672 10629 Total 22301 Peak 11 :00 02:00 11:00 03:45 11:00 04:45 Volume 862 941 627 1040 1489 1857 P.H.F. 0.913 0.898 0.866 0963 0.893 0.925 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005611 Station ID: BOYNTON BCH BL 800'W OF MILITARY TRL Latitude: 0' 0.000 Undefined Start Time 25-Feb-03 Tue EtA Morning Afternoon Hour Totals Morning Afternoon W/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon 12:00 39 385 27 452 66 837 12:15 40 358 21 437 61 795 12:30 30 382 19 412 49 794 12:45 20 356 129 1481 11 429 78 1730 31 785 01 :00 11 387 15 382 26 769 01:15 18 357 16 371 34 728 01:30 20 359 10 385 30 744 01:45 19 402 68 1505 7 372 48 1510 26 774 02:00 14 439 8 348 22 787 02:15 18 376 4 411 22 787 02:30 15 429 9 380 24 809 02:45 13 422 60 1666 6 385 27 1524 19 807 03:00 15 467 8 363 23 830 03:15 3 423 3 388 6 811 03:30 10 504. 5 398 15 902 03:45 10 435 38 1829 7 428 23 1577 17 863 04:00 19 479 7 403 26 882 04:15 18 445 13 443 31 888 04:30 15 431 15 435 30 866 04:45 30 445 82 1800 21 563 56 1844 51 1008 05:00 39 445 26 439 65 884 05:15 40 417 33 336 73 753 05:30 46 488 39 259 85 747 05:45 69 434 194 1784 71 275 169 1309 140 709 06:00 81 395 69 270 150 665 06:15 159 373 85 314 244 687 06:30 192 348 120 319 312 667 06:45 290 328 722 1444 162 310 436 1213 452 638 07:00 249 294 222 265 471 559 07:15 342 277 265 220 607 497 07:30 274 255 301 190 575 445 07:45 350 259 1215 1085 320 170 1108 845 670 429 08:00 342 288 318 150 660 438 08:15 329 234 331 139 660 373 08:30 286 210 333 141 619 351 08:45 322 249 1279 981 358 118 1340 548 680 367 09:00 273 232 341 125 614 357 09:15 253 233 299 132 552 365 09:30 309 173 315 92 624 265 09:45 309 196 1144 834 310 88 1265 437 619 284 10:00 281 160 321 85 602 245 10:15 336 157 395 71 731 228 10:30 301 118 402 65 703 183 10:45 339 126 1257 561 387 51 1505 272 726 177 11:00 305 60 391 45 696 105 11 :15 331 96 393 49 724 145 11:30 337 60 393 36 730 96 11 :45 351 55 1324 271 429 27 1606 157 780 82 Total 7512 15241 7661 12966 15173 28207 Percent 33.0% 67.0% 37.1% 62.9% 35.0% 65.0% Combined 22753 20627 Total 43380 Peak 11:00 03:30 11:00 04:15 11:00 04:15 Volume 1324 1863 1606 1880 2930 3646 P.H.F. 0.943 0.924 0.936 0.835 0.939 0.904 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005613 Station ID: BOYNTON BCH BL 800'E OF MILITARY TRL Latitude: 0' 0.000 Undefined Start Time 04-F eb-03 Tue E/A Morning Afternoon Hour Totals Morning Afternoon W/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon 12:00 40 327 26 367 66 694 12:15 25 270 15 320 40 590 12:30 30 318 22 381 52 699 12:45 19 284 114 1199 7 383 70 1451 26 667 01:00 16 300 11 504 27 804 01:15 16 321 11 432 27 753 01:30 15 287 4 433 19 720 01 :45 13 339 60 1247 17 414 43 1783 30 753 02:00 14 279 17 434 31 713 02:15 5 322 7 408 12 730 02:30 9 336 11 481 20 817 02:45 7 323 35 1260 7 465 42 1788 14 788 03:00 10 327 5 432 15 759 03:15 9 354 10 432 19 786 03:30 9 335 5 464 14 799 03:45 9 344 37 1360 10 438 30 1766 19 782 04:00 9 344 10 476 19 820 04:15 5 384 13 448 18 832 04:30 11 383 14 459 25 842 04:45 26 324 51 1435 29 450 66 1833 55 774 05:00 21 387 23 489 44 876 05:15 27 387 45 484 72 871 05:30 35 321 44 459 79 780 05:45 52 298 135 1393 71 461 183 1893 123 759 06:00 60 318 56 404 116 722 06:15 116 300 99 432 215 732 06:30 136 276 141 336 277 612 06:45 189 277 501 1171 219 350 515 1522 408 627 07:00 192 226 218 340 410 566 07:15 215 239 324 299 539 538 07:30 213 224 302 222 515 446 07:45 259 192 879 881 418 208 1262 1069 677 400 08:00 239 183 345 167 584 350 08:15 247 218 455 170 702 388 08:30 247 174 398 156 645 330 08:45 275 173 1008 748 470 123 1668 616 745 296 09:00 239 176 355 116 594 292 09:15 219 187 377 140 596 327 09:30 211 141 359 99 570 240 09:45 242 129 911 633 446 107 1537 462 688 236 10:00 224 119 295 112 519 231 10:15 297 79 376 98 673 177 10:30 288 78 335 85 623 163 10:45 271 84 1080 360 324 68 1330 363 595 152 11 :00 273 68 374 50 647 118 11 :15 306 50 350 55 656 105 11:30 309 38 372 42 681 80 11 :45 305 41 1193 197 325 54 1421 201 630 95 Total 6004 11884 8167 14747 14171 26631 Percent 33.6% 66.4% 35.6% 64.4% 34.7% 65.3% Combined 17888 22914 Total 40802 Peak 11:00 04:30 08:15 05:00 08:15 04:30 Volume 1193 1481 1678 1893 2686 3363 P.H.F. 0.965 0.957 0.893 0.939 0.901 0.960 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005601 Station ID: BOYNTON BCH BLVD 800'W OF CONGRESS AVE Latitude: 0' 0.000 Undefined Start Time 25-Mar-03 Tue Hour Totals Morning Afternoon W/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon EtA Morning Afternoon 12:00 54 312 28 353 82 665 12:15 46 329 23 399 69 728 12:30 32 318 25 372 57 690 12:45 21 357 153 1316 13 413 89 1537 34 770 01:00 24 297 20 370 44 667 01:15 21 338 20 417 41 755 01 :30 17 299 17 386 34 685 01 :45 12 356 74 1290 11 422 68 1595 23 778 02:00 18 365 7 378 25 743 02:15 14 350 9 398 23 748 02:30 14 335 9 354 23 689 02:45 12 304 58 1354 10 363 35 1493 22 667 03:00 3 339 7 411 10 750 03:15 12 363 7 396 19 759 03:30 9 355 8 376 17 731 03:45 13 390 37 1447 6 422 28 1605 19 812 04:00 16 399 19 371 35 770 04:15 14 364 11 387 25 751 04:30 15 399 23 417 38 816 04:45 18 388 63 1550 25 405 78 1580 43 793 05:00 20 392 24 376 44 768 05:15 34 398 35 424 69 822 05:30 45 356 44 407 89 763 05:45 54 399 153 1545 61 378 164 1585 115 777 06:00 65 348 84 353 149 701 06:15 93 340 113 331 206 671 06:30 137 326 132 325 269 651 06:45 165 294 460 1308 195 307 524 1316 360 601 07:00 168 262 217 310 385 572 07:15 188 249 284 262 472 511 07:30 203 216 296 245 499 461 07:45 237 245 796 972 356 224 1153 1041 593 469 08:00 254 223 359 187 613 410 08:15 254 210 326 168 580 378 08:30 240 178 356 154 596 332 08:45 247 183 995 794 381 165 1422 674 628 348 09:00 235 172 349 137 584 309 09:15 247 182 319 151 566 333 09:30 204 177 354 98 558 275 09:45 292 107 978 638 345 105 1367 491 637 212 10:00 285 146 335 88 620 234 10:15 315 104 377 91 692 195 10:30 275 86 367 86 642 172 10:45 334 91 1209 427 372 64 1451 329 706 155 11:00 312 78 364 83 676 161 11 :15 317 61 422 55 739 116 11:30 320 66 403 48 723 114 11:45 314 44 1263 249 376 25 1565 211 690 69 Total 6239 12890 7944 13457 14183 26347 Percent 32.6% 67.4% 37.1% 62.9% 35.0% 65.0% Combined 19129 21401 40530 Total Peak 10:45 04:30 11:00 04:30 10:45 04:30 Volume 1283 1577 1565 1622 2844 3199 P.H.F. 0.960 0.988 0.927 0.956 0.962 0.973 Palm Beach County TWO CHANNEL SUMMARY Page: 01113/2003 TO 01/14/2003 Site Reference: 240000000000 File: 5615.prn Site ID: 561500000000 TECH'S NAME: SP Location: BOYNTON BCH 1500'E OF CONGRESS AVE County: TIME LANE 1 LANE 2 TOTAL E APP W APP am pm am pm am pm -------- ------------------ -------------------- --------------- ------------------- 00:15 29 263 21 306 50 569 00:30 22 283 27 312 49 595 00:45 19 275 20 275 39 550 01:00 20 90 244 1065 20 88 316 1209 40 178 560 2274 01:15 19 262 22 302 41 564 01:30 12 216 22 303 34 519 01:45 8 284 22 307 30 591 02:00 11 50 255 1017 6 72 340 1252 17 122 595 2269 02:15 6 235 14 314 20 549 02:30 10 259 9 311 19 570 02:45 4 292 10 329 14 621 03:00 5 25 313 1099 10 43 329 1283 15 68 642 2382 03:15 3 264 4 282 7 546 03:30 7 261 3 331 10 592 03:45 3 340 7 319 10 659 04:00 10 23 261 1126 13 27 314 1246 23 50 575 2372 04:15 5 355 7 379 12 734 04:30 11 320 11 319 22 639 04:45 11 315 16 345 27 660 05:00 25 52 323 1313 15 49 321 1364 40 101 644 2677 05:15 22 322 29 333 51 655 05:30 26 335 36 359 62 694 05:45 35 343 35 294 70 637 06:00 43 126 305 1305 60 160 277 1263 103 286 582 2568 06:15 50 251 70 304 120 555 06: 30 66 236 101 287 167 523 06:45 129 187 126 246 255 433 07:00 163 408 218 892 174 471 230 1067 337 879 448 1959 07:15 130 185 198 204 328 389 07:30 157 193 261 189 418 382 07:45 149 146 281 197 430 343 08:00 196 632 128 652 275 1015 156 746 471 1647 284 1398 08:15 187 134 288 144 475 278 08:30 251 120 259 141 510 261 08:45 163 99 271 133 434 232 09:00 250 851 107 460 310 1128 115 533 560 1979 222 993 09:15 193 111 277 117 470 228 09:30 191 94 260 115 451 209 09:45 168 87 254 104 422 191 10:00 159 711 77 369 278 1069 107 443 437 1780 184 812 10:15 210 68 272 85 482 153 10:30 213 63 241 80 454 143 10:45 237 64 261 79 498 143 11:00 199 859 61 256 305 1079 57 301 504 1938 118 557 11: 15 243 43 272 72 515 115 11:30 258 52 303 51 561 103 11 :45 231 33 282 40 513 73 12:00 260 992 31 159 257 1114 43 206 517 2106 74 365 --------------------------------- - ---------- TOTALS 14532 17228 31760 AM Times 11: 15 11: 00 11: 15 AN Peaks 992 1162 2106 Factors PHF: .95 PHF: .95 PHF: .93 PM Times 17:00 16:15 16:15 PM Peaks 1323 1364 2677 Factors PHF: .96 PHF: .89 PHF: .91 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005203 Station 10: BOYNTON BCH BL VO 600'W OF 1-95 ENT Latitude: O' 0.000 Undefined Start 10-Feb-03 E/A Hour Totals W/A Hour Totals Combined Totals Time Mon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 63 451 28 397 91 848 12:15 60 353 27 361 87 714 12:30 44 368 38 385 82 753 12:45 42 417 209 1589 30 384 123 1527 72 801 01:00 38 380 27 366 65 746 01:15 30 376 26 400 56 776 01:30 26 367 33 388 59 755 01:45 10 381 104 1504 11 399 97 1553 21 780 02:00 7 327 23 449 30 776 02:15 12 428 10 348 22 776 02:30 10 398 12 418 22 816 02:45 15 423 44 1576 19 407 64 1622 34 830 03:00 7 441 15 360 22 801 03:15 13 440 14 393 27 833 03:30 13 465 13 416 26 881 03:45 12 489 45 1835 16 387 58 1556 28 876 04:00 7 496 13 418 20 914 04:15 15 465 11 412 26 877 04:30 16 463 20 365 36 828 04:45 40 440 78 1864 18 388 62 1583 58 828 05:00 34 502 37 392 71 894 05:15 33 511 37 398 70 915 05:30 65 497 69 400 134 897 05:45 71 486 203 2002 86 355 229 1545 157 841 06:00 120 410 120 342 240 752 06:15 131 408 170 344 301 752 06:30 168 363 238 351 406 714 06:45 214 365 633 1546 250 302 778 1339 464 667 07:00 220 292 344 311 564 603 07:15 243 293 386 268 629 561 07:30 276 228 224 740 452 07:45 341 231 1080 1044 220 1685 1023 832 451 08:00 304 227 257 745 484 08:15 296 200 396 187 692 387 08:30 312 155 362 188 674 343 08:45 302 155 1214 737 403 171 1602 803 705 326 09:00 283 180 390 164 673 344 09:15 329 151 371 157 700 308 09:30 304 102 366 163 670 265 09:45 363 110 1279 543 371 159 1498 643 734 269 10:00 304 141 366 160 670 301 10:15 335 98 342 128 677 226 10:30 325 105 382 105 707 210 10:45 332 93 1296 437 324 79 1414 472 656 172 11 :00 351 97 378 100 729 197 11 :15 350 76 378 82 728 158 11 :30 404 39 386 75 790 114 11:45 359 58 1464 270 378 43 1520 300 737 101 Total 7649 14947 9130 13966 16779 28913 Percent 33.9% 66.1% 39.5% 60.5% 36.7% 63.3=/0 Combined 22596 Total 23096 45692 Peak 11:00 05:00 07:30 01:15 07:30 03:30 Volume 1464 2002 1792 1636 3009 3548 P.H.F. 0.906 0.968 0.912 0.911 0.904 0.969 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005301 Station ID: BOYNTON BCH BLVD 600'E OF 1-95 ENT Latitude: 0' 0.000 Undefined Start Time 1 Q.F eb.Q3 Mon E/A Morning Afternoon Hour Totals Morning Afternoon W/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon 12:00 43 318 34 307 77 625 12:15 36 300 22 314 58 614 12:30 26 258 16 274 42 532 12:45 22 286 127 1162 39 308 111 1203 61 594 01:00 19 284 23 273 42 557 01:15 13 282 21 297 34 579 01:30 18 290 15 278 33 568 01:45 16 293 66 1149 9 281 68 1129 25 574 02:00 12 278 8 361 20 639 02:15 11 334 9 297 20 631 02:30 6 297 3 346 9 643 02:45 7 319 36 1228 6 298 26 1302 13 617 03:00 7 321 10 326 17 647 03:15 8 354 4 285 12 639 03:30 10 '/'Y\~~: 7 351 17 697 03:45 7 32 1382 5 321 26 1283 12 682 04:00 8 356 9 309 17 665 04:15 12 312 8 392 20 704 04:30 10 354 9 290 19 644 04:45 29 322 59 1344 16 344 42 1335 45 666 05:00 19 374 13 336 32 710 05:15 29 328 12 297 41 625 05:30 53 348 26 340 79 688 05:45 75 310 176 1360 36 312 87 1285 111 622 06:00 93 275 35 281 128 556 06:15 112 279 69 278 181 557 06:30 167 267 91 255 258 522 06:45 190 255 562 1076 136 256 331 1070 326 511 07:00 195 222 168 218 363 440 07:15 231 204 220 222 451 426 07:30 295 169 , 314 181 609 350 07:45 336 172 1057 767 344 181 1046 802 680 353 08:00 279 171 305 193 584 364 08:15 262 166 250 153 512 319 08:30 210 139 252 131 462 270 08:45 238 119 989 595 251 125 1058 602 489 244 09:00 242 147 283 123 525 270 09:15 236 105 240 109 476 214 09:30 237 104 260 118 497 222 09:45 238 103 953 459 281 112 1064 462 519 215 10:00 236 121 248 102 484 223 10:15 263 88 249 87 512 175 10:30 255 86 280 59 535 145 10:45 272 63 1026 358 255 64 1032 312 527 127 11:00 259 57 288 59 547 116 11 :15 311 43 259 63 570 106 11:30 285 44 294 51 579 95 11:45 274 36 1129 180 336 32 1177 205 610 68 Total 6212 11060 6068 10990 12280 22050 Percent 36.0% 64.0% 35.6% 64.4% 35.8"10 64.2"/0 Combined 17272 17058 34330 Total Peak 07:30 03:15 07:30 03:30 07:30 03:30 Volume 1172 1417 1213 1373 2385 2748 P.H.F. 0.872 0.947 0.882 0.876 0.877 0.968 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach. FL 33406 Page 1 Site Code: 000000005807 Station 10: BOYNTON BCH BLVD 150'E OF NE4TH AVE Start Time 03-Mar-03 Mon EtA Morning Afternoon Hour Totals Morning Afternoon WtA Morning Afternoon Latitude: O' 0.000 Undefined Hour Totals Combined Totals Morning Afternoon Morning Afternoon 12:00 26 155 4 210 30 365 12:15 17 140 17 215 34 355 12:30 14 152 11 227 25 379 12:45 12 186 69 633 13 223 45 875 25 409 01:00 16 149 3 207 19 356 01:15 13 194 0 204 13 398 01:30 2 160 5 197 7 357 01:45 7 145 38 648 2 194 10 802 9 339 02:00 9 168 7 204 16 372 02:15 6 156 5 199 11 355 02:30 5 192 3 213 8 405 02:45 7 172 27 688 6 203 21 819 13 375 03:00 2 181 2 186 4 367 03:15 3 203 4 194 7 397 03:30 3 162 3 194 6 356 03:45 2 206; 10 752 1 205 10 779 3 411 04:00 1 183 3 194 4 377 04:15 4 123 5 183 9 306 04:30 5 196 8 215 13 411 04:45 3 170 13 672 5 198 21 790 8 368 05:00 7 144 6 192 13 336 05:15 7 186 13 213 20 399 05:30 9 137 14 230 23 367 05:45 12 153 35 620 15 193 48 828 27 346 06:00 18 146 21 191 39 337 06:15 30 118 21 176 51 294 06:30 31 128 48 175 79 303 06:45 43 107 122 499 49 131 139 673 92 238 07:00 39 97 82 121 121 218 07:15 65 124 94 155 159 279 07:30 84 69 139 124 223 193 07:45 113 90 301 380 210 112 525 512 323 202 08:00 136 73 167 92 303 165 08:15 107 75 158 86 265 161 08:30 114 54 145 75 259 129 08:45 120 81 477 283 164 75 634 328 284 156 09:00 126 54 178 70 304 124 09:15 113 65 189 54 302 119 09:30 122 54 185 57 307 111 09:45 125 30 486 203 169 38 721 219 294 68 10:00 131 54 174 40 305 94 10:15 136 34 191 39 327 73 10:30 121 33 171 26 292 59 10:45 133 43 521 164 191 42 727 147 324 85 11:00 157 22 209 26 366 48 11 :15 131 26 223 24 354 50 11:30 158 22 219 21 377 43 11:45 146 18 592 88 226 9 877 80 372 27 Total 2691 5630 3778 6852 6469 12482 Percent 32.3% 67.7% 35.5% 64.5% 34.1 '/0 65.9'10 Combined 8321 10630 18951 Total Peak 11:00 03:15 11:00 12:00 11:00 02:30 Volume 592 754 877 875 1469 1544 P.H.F. 0.937 0.915 0.970 0.951 0.974 0.939 ,,,,-;,t Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005647 Station 10: WOOLBRIGHT RO 750'W OF MILITARY TRL Latitude: 0' 0.000 Undefined Start Time E/A Morning Afternoon Hour Totals Morning Afternoon W/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon 03-Feb-03 Mon 12:00 8 219 3 198 11 417 12:15 3 188 5 201 8 389 12:30 7 187 5 222 12 409 12:45 2 202 20 796 1 219 14 840 3 421 01:00 2 166 2 184 4 350 01:15 4 159 0 200 4 359 01:30 7 143 4 173 11 316 01:45 1 228 14 696 4 221 10 778 5 449 02:00 3 222 0 205 3 427 02:15 2 217 1 188 3 405 02:30 2 206 1 201 3 407 02:45 1 203 8 848 1 177 3 771 2 380 03:00 0 241 1 201 1 442 03:15 3 221 0 183 3 404 03:30 4 235 3 159 7 394 03:45 1 245 8 942 1 171 5 714 2 416 04:00 4 257 4 168 8 425 04:15 4 252 2 215 6 467 04:30 6 250 7 207 13 457 04:45 4 247 18 1006 5 163 18 753 9 410 05:00 6 211 11 158 17 369 05:15 14 232 15 185 29 417 05:30 9 252 18 182 27 434 05:45 24 209 53 904 26 177 70 702 50 386 06:00 31 204 37 147 68 351 06:15 39 178 51 153 90 331 06:30 65 163 74 118 139 281 06:45 114 155 249 700 116 133 278 551 230 288 07:00 80 110 111 107 191 217 07:15 95 112 164 68 259 180 07:30 111 112 193 59 304 171 07:45 137 117 423 451 197 52 665 286 334 169 08:00 124 63 185 44 309 107 08:15 151 84 201 35 352 119 08:30 133 74 194 44 327 118 08:45 153 67 561 288 230 30 810 153 383 97 09:00 218 72 233 32 451 104 09:15 133 69 256 29 389 98 09:30 153 63 210 33 363 96 09:45 156 52 660 256 215 19 914 113 371 71 10:00 162 44 191 22 353 66 10:15 152 28 226 17 378 45 10:30 146 28 205 11 351 39 10:45 163 31 623 131 218 24 840 74 381 55 11:00 162 38 210 16 372 54 11 :15 209 34 179 16 388 50 11:30 196 19 179 11 375 30 11:45 190 15 757 106 208 11 776 54 398 26 Total 3394 7124 4403 5789 7797 12913 Percent 32.3% 67.7% 43.2% 56.8% 37.6% 62.4 010 Combined 10518 Total 10192 20710 Peak 11:00 04:00 08:45 12:00 08:45 03:45 Volume 757 1006 929 840 1586 1765 P.H.F. 0.868 0.979 0.907 0.946 0.879 0.945 .'-"Ii Start 10-Feb-03 T~~__~or.ning 12:00 33 12:15 21 12:30 12 12:45 13 01:00 16 01 :15 14 01:30 16 01:45 11 02:00 3 02:15 5 02:30 7 02:45 5 03:00 3 03:15 3 03:30 4 03:45 3 04:00 4 04:15 5 04:30 7 04:45 12 . 05:00 10 05:15 10 05:30 14 05:45 42 06:00 44 06:15 68 06:30 126 06:45 142 07:00 131 07:15 115 07:30 186 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11 :00 11 :15 11:30 11 :45 Total Percent Combine d Total --~--._---~-~------ Peak Volume P.H.F. 209 223 140 186 195 166 238 199 198 218 217 225 229 4644 34.0% 07:45 916 0.931 EtA Afternoon 224 224 239 204 250 226 214 210 233 233 266 275 251 291 332 290 332 291 :~t8. 276 304 224 245 162 198 147 132 140 117 143 111 113 87 138 104 78 85 .59 68 56 36 42 48 31 28 9027 66.0% 13671 04:30 1270 0.956 PALM BEACH COUNTY TRAFFIC ENGINEERING 160 S AUSTRALIAN A V WPB FL 33406 684-4030 Hour Totals MO."1i!:'g Afternoon 79 57 20 380 678 879 744 801 889 13 28 76 891 Morning 15 11 14 5 4 5, 2 7 4 2 3 4 3 6 1 6 6 6 4 9 13 19 31 42 44 64 110 147 189 245 275 900 1007 1164 1263 1210 829 536 454 275 247 292 241 230 212 223 247 250 246 255 234 237 5738 43.3% 13250 405 219 149 07 :45 1253 0.941 Page 1 Site Code: 000000005645 Station 10: WOOLBRIGHT RO 700'E OF LAWRENCE RO Latitude: 0' 0.000 Undefined Hour Totals Cornbined Totals __ Morning__ Afternoon .Morning Afternoon 48 480 32 439 26 469 18 444 20 517 19 462 18 450 18 451 7 478 7 471 10 496 9 500 6 464 9 528 5 568 9 521 10 11 11 21 23 29 45 84 88 132 236 289 320 360 461 W/A Afternoon 256 215 230 240 245 238 230 225 213 237 236 231 232 233 278 215 204 234 181 244 200 202 178 170 121 136 107 67 85 66 61 61 53 48 39 67 40 54 29 26 38 26 21 20 7512 56.7% 01:00 980 0.881 105 365 1030 1207 1010 932 972 45 941 18 980 13 938 16 917 25 958 863 750 431 273 207 470 432 427 425 378 461 446 448 464 472 459 466 10382 38.6% 149 105 516 552 457 548 424 447 340 368 268 268 247 184 228 177 174 148 191 152 117 152 99 122 85 62 80 74 52 48 16539 61.4% 26921 __ _ _________..__.._n._ 07:45 04:00 2169 2221 0.940 0.929 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach. FL 33406 Site Code: 000000005305 Station 10: 23RO AVE E OF 1-95 OVERPASS Latitude: 0' 0.000 Undefined Start 03-Mar-03 E/A Hour Totals W/A Hour Totals Combined Totals Time Mon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 150 11 124 21 274 12:15 15 123 8 128 23 251 "" 12:30 9 128 5 132 14 260 12:45 8 129 42 530 1 151 25 535 9 280 01:00 6 138 6 126 12 264 01:15 6 136 4 144 10 280 '. 01:30 4 145 2 132 6 277 01:45 4 122 20 541 6 134 18 536 10 256 02:00 4 137 3 139 7 276 02:15 4 163 1 135 5 298 02:30 1 146 4 132 5 278 02:45 5 143 14 589 3 193 11 599 8 336 03:00 2 194 1 193 3 387 03:15 1 208 1 137 2 345 03:30 5 196 3 153 8 349 03:45 1 187 9 785 7 149 12 632 8 336 04:00 2 194 1 151 3 345 04:15 3 211 1 139 4 350 04:30 6 1 149 7 370 04:45 18 29 828 5 170 8 609 23 372 05:00 5 5 147 10 370 05:15 14 6 134 20 347 05:30 18 204 16 137 34 341 05:45 33 163 70 803 26 128 53 546 59 291 06:00 37 134 37 120 74 254 06:15 33 134 44 120 77 254 06:30 58 106 88 110 146 216 06:45 102 94 230 468 173 128 342 478 275 222 07:00 108 94 180 113 288 207 07:15 07:30 79 71 399 150 07:45 90 573 336 67 890 321 425 157 08:00 195 74 58 436 132 08:15 156. 63 234 52 390 115 08:30 147 69 189 48 336 117 08:45 126 67 624 273 183 58 847 216 309 125 09:00 111 53 140 46 251 99 09:15 112 57 134 48 246 105 09:30 110 57 150 44 260 101 09:45 127 27 460 194 155 41 579 179 282 68 10:00 126 38 145 32 271 70 10:15 119 31 131 22 250 53 10:30 132 23 119 25 251 48 10:45 147 19 524 111 141 38 536 117 288 57 11:00 133 20 139 19 272 39 11 :15 138 17 139 20 277 37 11:30 137 24 115 19 252 43 11:45 129 26 537 87 154 8 547 66 283 34 Total 3132 5545 3868 4834 7000 10379 Percent 36.1"10 63.9"10 44.4 % 55.6% 40.3"10 59.7'10 Combined 8677 8702 17379 Total Peak 07:30 04:30 07:30 02:45 07:30 04:15 Volume 690 859 960 676 1650 1462 P.H.F. 0.885 0.963 0.923 0.876 0.946 0.944 Palm Beach County TWO CHANNEL SUMMARY Page: 01/13/2003 TO 01/14.12003 Site Reference: 240000000000 File: 5603.prn Site ID: 560300000000 TECH'S NAME: SP Location: 23 RD AVE 500'E OF CONGRESS AVE County: TINE LANE 1 LANE 2 TOTAL E APP W APP am pm am pm am pm -oil --_.~._------- ----------------- --------- - --------- . -------------- 00:15 9 127 10 96 19 223 00:30 9 119 13 116 22 235 00:45 15 117 6 123 21 240 01:00 8 41 99 462 5 34 103 438 13 75 202 900 - 01:15 10 121 5 112 15 233 01:30 5 146 5 130 10 276 01:45 " 106 " 131 4 =37 L L 02:00 1 18 101 474 2 14 124 497 3 32 225 971 02:15 5 117 0 124 5 241 .. 02:30 2 118 2 140 4 258 02:45 4 122 2 138 6 260 03:00 2 13 128 485 4 8 162 564 6 21 290 1049 03:15 1 165 6 174 7 339 03:30 0 194 0 147 0 341 03:45 1 213 1 106 2 319 04:00 3 5 205 777 4 11 131 558 7 16 336 1335 04:15 182 3 139 6 321 04:30 2 177 3 171 5 348 04:45 6 141 1 159 7 300 05:00 6 17 176 676 4 11 154 623 10 28 330 1299 05:15 13 173 6 174 19 347 05:30 9 173 10 176 19 349 05:45 16 144 8 143 24 287 06:00 26 64 163 653 24 48 120 613 50 112 283 1266 06:15 33 99 30 106 63 205 06:30 34 99 42 101 76 200 06:45 37 86 58 95 95 181 07:00 74 178 81 365 126 256 131 433 200 434 212 798 07:15 96 74 147 77 243 151 07:30 92 73 180 56 272 129 07:45 163 73 180 59 343 132 08:00 143 494 68 288 228 735 50 242 371 1229 118 530 08:15 138 57 215 58 353 115 08:30 130 66 197 45 327 111 08:45 134 59 169 41 303 100 09:00 130 532 33 215 178 759 37 181 308 1291 70 396 09:15 99 42 126 56 225 98 09:30 106 49 156 45 262 94 09:45 84 42 120 32 204 74 10:00 85 374 24 157 137 539 38 171 222 913 62 328 10:15 96 25 118 28 214 53 10:30 125 21 121 29 246 50 10:45 113 36 103 24 216 60 11: 00 104 438 19 101 102 444 24 105 206 882 43 206 11: 15 90 17 III 32 201 49 11: 30 102 13 109 24 211 37 11:45 129 19 117 15 246 34 12:00 114 435 16 65 114 451 12 83 228 886 28 148 ------------------------------ -- - ----- - - - --- ----------------------- - ------------- TOTALS 7327 7818 15145 AM Times 07:45 07:45 07:45 AM Peaks 574 820 1394 Factors PHF: .88 PHF: .89 PHF: .93 PM Times 15:30 16:45 15:15 PM Peaks 794 663 1335 Factors PHF: .93 PHF: .94 PHF: .97 ~,," Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach. FL 33406 Site Code: 000000004614 Station ID: LAWRENCE RD lOON GATEWAY BL Latitude: 0' 0.000 Undefined ... Start 26-Mar-03 N/A Hour Totals S/A Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 95 7 114 15 209 12:15 5 91 12 98 17 189 di. 12:30 4 103 7 111 11 214 12:45 5 84 22 373 9 95 35 418 14 179 01:00 2 76 10 130 12 206 01:15 7 112 4 125 11 237 .... 01:30 2 95 3 140 5 235 01:45 7 131 18 414 6 152 23 547 13 283 02:00 1 190 4 163 5 353 02:15 2 0 2 111 4 291 ". 02:30 0 1 3 119 3 236 02:45 4 146 7 633 4 134 13 527 8 280 03:00 1 146 3 119 4 265 03:15 2 140 1 137 3 277 "... 03:30 7 138 1 133 8 271 03:45 2 151 12 575 1 147 6 536 3 298 04:00 3 152 7 202 10 354 04:15 6 129 4 172 10 301 04:30 4 159 5 189 9 348 04:45 12 104 25 544 2 196 18 759 14 300 05:00 13 143 4 218 17 361 05:15 16 157 6 213 22 370 05:30 24 155 9 221 33 376 05:45 43 121 96 576 12 198 31 850 55 319 06:00 46 128 21 169 67 297 06:15 80 104 40 131 120 235 ,,- 06:30 113 108 66 161 179 269 06:45 161 91 400 431 87 113 214 574 248 204 07:00 154 78 115 312 193 07:15 224 77 107 432 184 07:30 230 81 93 430 174 07:45 285 52 893 288 135 102 701 417 420 154 08:00 217 59 86 83 303 142 08:15 149 51 66 70 215 121 08:30 138 68 74 76 212 144 08:45 120 57 624 235 75 105 301 334 195 162 09:00 106 36 67 78 173 114 09:15 99 36 68 53 167 89 09:30 109 41 78 60 187 101 09:45 98 36 412 149 53 65 266 256 151 101 10:00 100 25 92 50 192 75 10:15 99 18 81 57 180 75 10:30 94 26 70 37 164 63 10:45 105 14 398 83 90 23 333 167 195 37 11:00 85 18 92 29 177 47 11 :15 91 5 98 34 189 39 11:30 110 12 92 12 202 24 11:45 101 8 387 43 107 16 389 91 208 24 Total 3294 4344 2330 5476 5624 9820 Percent 43.1% 56.9% 29.8% 70.2% 36.470 63.670 Combined 7638 7806 Total 15444 Peak 07:15 02:00 07:00 05:00 07:00 05:00 Volume 956 633 701 850 1594 1426 P.H.F. 0.839 0.833 0.843 0.962 0.922 0.948 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 5204 Station ID: LAWRENCE RD N OF OLD BOYNTON BEACH RD .iN Latitude: 0' 0.000 Undefined Start Time 23-Jan-03 Thu N/A Morning Afternoon Hour Totals Morning Afternoon S/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon ""' 12:00 3 94 15 139 18 233 12:15 7 114 11 119 18 233 12:30 12 114 11 135 23 249 12:45 2 106 24 428 9 107 46 500 11 213 01:00 5 111 4 128 9 239 01:15 2 118 5 113 7 231 01:30 5 111 4 121 9 232 01 :45 4 121 16 461 4 134 17 496 8 255 02:00 4 122 4 140 8 262 02:15 4 1~7 10 140 14 297 02:30 5 112 3 146 8 258 02:45 0 138 13 529 7 156 24 582 7 294 03:00 2 123 3 152 5 275 03:15 5 138 4 169 9 307 03:30 1 103 2 190 3 293 03:45 3 131 11 495 3 182 12 693 6 313 04:00 3 127 3 167 6 294 04:15 4 112 7 189 11 301 04:30 4 111 1 180 5 291 04:45 2 112 13 462 3 211 14 747 5 323 05:00 5 125 3 217 8 342 05:15 16 107 1 229 17 336 05:30 12 135 6 229 18 364 05:45 33 111 66 478 8 216 18 891 41 327 06:00 31 126 20 206 51 332 06:15 44 108 12 213 56 321 06:30 71 109 28 177 99 286 06:45 97 100 243 443 39 131 99 727 136 231 07:00 107 85 80 143 187 228 07:15 138 84 75 135 213 219 07:30 181 63 77 116 258 179 07 :45 210 52 636 284 70 102 302 496 280 154 08:00 185 57 75 104 260 161 08:15 174 43 76 74 250 117 08:30 138 51 88 84 226 135 08:45 177 49 674 200 76 75 315 337 253 124 09:00 141 42 89 95 230 137 09:15 110 52 79 80 189 132 09:30 102 33 79 80 181 113 09:45 123 34 476 161 88 62 335 317 211 96 10:00 115 36 75 53 190 89 10:15 107 28 97 53 204 81 10:30 119 26 96 37 215 63 10:45 111 27 452 117 101 35 369 178 212 62 11:00 118 21 121 35 239 56 11 :15 125 16 108 25 233 41 11:30 123 14 102 25 225 39 11 :45 114 15 480 66 125 27 456 112 239 42 Total 3104 4124 2007 6076 5111 10200 Percent 42.9% 57.1% 24.8% 75.2% 33.4% 66.6% Combined 7228 Total 8083 15311 Peak 07:30 02:15 11:00 05:00 07:30 05:00 Volume 750 530 456 891 1048 1369 P.H.F. 0.893 0.844 0.912 0.973 0.936 0.940 .... .. ... ... ;1'iII 11_ "tW ... '. '... ... .. d1. ',- ..... Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005638 Station 10: LAWRENCE RO 500'S OF BOYNTON BCH BL VO Latitude: 0' 0.000 Undefined Start Time Hour T olals Morning Afternoon S/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon 25-Mar-03 Tue N/A Morning Afternoon 12:00 4 104 5 73 9 177 12:15 2 83 4 54 6 137 12:30 1 88 1 60 2 148 12:45 3 91 10 366 0 65 10 252 3 156 01:00 0 119 3 57 3 176 01:15 0 122 1 54 1 176 01:30 1 96 0 67 1 163 01:45 0 80 1 417 0 70 4 248 0 150 02:00 0 124 0 54 0 178 02:15 0 119 2 60 2 179 02:30 3 118 1 58 4 176 02:45 0 104 3 465 0 51 3 223 0 155 03:00 2 137 0 58 2 195 03:15 1 c,~~ 1 48 2 195 03:30 2 0 65 2 189 03:45 0 120 5 528 0 72 1 243 0 192 04:00 2 105 1 57 3 162 04:15 0 87 3 72 3 159 04:30 3 92 0 66 3 158 04:45 4 105 9 389 2 81 6 276 6 186 05:00 9 176 1 35 10 211 05:15 7 136 4 57 11 193 05:30 19 88 7 70 26 158 05:45 12 112 47 512 2 65 14 227 14 177 06:00 36 74 8 68 44 142 06:15 43 82 13 43 56 125 06:30 56 56 15 47 71 103 06:45 75 51 210 263 21 49 57 207 96 100 07:00 105 43 17 36 122 79 07:15 114 60 20 32 134 92 07:30 112 45 23 29 135 74 07:45 151 34 482 182 24 22 84 119 175 56 08:00 120 41 37 32 157 73 08:15 118 35 29 28 147 63 08:30 113 20 45 15 158 35 08:45 92 31 443 127 53 12 164 87 145 43 09:00 80 39 53 14 133 53 09:15 79 23 40 19 119 42 09:30 102 17 53 21 155 38 09:45 70 15 331 94 56 13 202 67 126 28 10:00 81 15 55 20 136 35 10:15 80 11 60 10 140 21 10:30 105 7 64 10 169 17 10:45 95 4 361 37 63 6 242 46 158 10 11:00 118 8 46 8 164 16 11 :15 101 7 49 3 150 10 11:30 85 5 66 3 151 8 11:45 105 7 409 27 46 5 207 19 151 12 Total 2311 3407 994 2014 3305 5421 Percent 40.4% 59.6% 33.0% 67.0% 37.9% 62.1% Combined 5718 3008 8726 Total Peak 07:45 03:00 10:00 04:00 10:30 03:00 Volume 502 528 242 276 641 771 P.H.F. 0.831 0.750 0.917 0.852 0.916 0.914 JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Horsham, PA 19044 Site Code: 4610 Change These in the Preferences Screen Station 10: CONGRESS AVE 1000' S OF HYPOLUXO RO Latitude: O' 0.000 Undefined Hour Totals Morning A.ft.er.no()f)_ Combined Totals .. ~orning Afternoon 82 544 64 534 45 569 34 566 34 589 38 534 36 570 24 544 29 644 24 640 17 622 11 659 13 724 16 702 20 631 10 661 15 687 19 674 23 729 27 664 35 . 3t28~ 53 81 105 119 152 251 314 454 " Ji21i S/A Afternoon 263 271 292 295 307 287 317 298 313 328 337 333 373 355 318 317 342 326 401 345 ':i: ,3.82 Hour Totals Morni"g Afternoon 06.Feb-03 Thu N/A Morning_~ Afternoon 35 281 36 263 22 277 15 271 15 282 19 247 16 253 10 246 15 331 9 312 8 285 5 326 5 351 12 347 11 313 4 344 6 345 9 348 16 328 15 319 15 346 26 42 49 46 61 130 153 177 210 229 341 247 199 198 217 171 191 227 233 215 199 206 248 245 225 251 312 5346 31.9% Start Time Morni,n,g. 47 28 23 19 19 19 20 14 14 15 9 6 8 4 9 6 9 10 7 12 20 27 39 56 73 91 121 161 12:00 12:15 12:30 12:45 01:00 01 :15 01:30 01 :45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11 :00 11 :15 11:30 11 :45 Total Percent Comblne--- d Total Peak'- ----.~--TT:oo Volume 1033 P.H.F. 0.757 117 1121 108 1092 72 1209 60 1028 44 1311 37 1254 "... 27 1363 32 1355 "M 38 1414 46 1340 ~- 142 1608 132 1414 728 609 598 634 563 489 436 395 400 411 401 357 349 336 282 231 231 196 167 133 122 87 91 77 23832 67.7% 364 328 300 356 270 246 244 223 209 195 203 195 190 180 148 121 143 99 99 69 61 42 47 41 12399 67.3% 281 298 278 293 243 192 172 191 216 198 162 159 156 134 110 88 97 68 64 61 45 44 36 11433 68.1% 446 1348 390 1221 .... 957 900 1367 983 248 270 221 251 209 220 178 241 193 243 257 235 263 257 241 247 6027 32.7% 419 468 380 411 405 474 408 442 463 483 508 482 492 559 11373 32.3% 990 802 861 767 848 639 822 559 928 410 868 317 1033 186 1008 191 18426 07:00 05:00 1367 1608 0.872 0.944 35205 07:15 05:00 2365 3022 0.807 0.969 16779 05:15 1432 0.968 Palm Beach County TWO CHANNEL SUMMARY pageo 01/1312003 TO 01/1412003 Site Reference: 130000000000 File: 56l0.prn Site IDo 561000000000 TECH'S NAME 0 SF Location: CONGRESS AVE 150'N OF WOOLBRIGHT RD County 0 TIME LANE 1 LANE 2 TOTAL N APP S APP am pm am pm am pm ---------------- --------------------- ------------------------------ 00015 14 310 34 285 48 595 00030 14 272 20 301 34 573 00045 13 324 29 294 42 618 01000 7 48 349 1255 17 100 295 1175 24 148 644 2430 01015 17 286 8 282 25 568 01030 14 296 7 291 21 587 01045 4 344 10 304 14 648 02000 13 48 330 1256 10 35 281 1158 23 83 611 2414 02:15 13 338 12 302 25 640 .'UJI 02:30 5 328 9 327 14 655 02045 5 350 9 340 14 690 03:00 7 30 309 1325 6 36 356 1325 13 66 665 2650 03:15 7 369 6 318 13 687 03:30 7 322 6 314 13 636 '. 357 24 692 03: 45 13 335 11 04000 7 34 327 1353 6 29 321 1310 13 63 648 2663 04015 5 319 4 381 9 700 04:30 15 330 12 334 27 664 ..... 04:45 12 326 13 351 25 677 05:00 23 55 280 1255 11 40 377 1443 34 95 657 2698 05:15 19 325 15 385 34 710 05:30 32 263 19 421 51 684 05:45 58 270 25 373 83 643 06:00 90 199 260 1118 26 85 393 1572 116 284 653 2690 06:15 59 229 38 312 97 541 06:30 116 230 47 292 163 522 06:45 192 236 71 225 263 461 07:00 191 558 209 904 89 245 238 1067 280 803 447 1971 07:15 284 185 135 178 419 363 07030 360 170 125 161 485 331 07:45 399 172 169 159 568 331 08:00 421 1464 187 714 153 582 121 619 574 2046 308 1333 08:15 322 148 176 117 498 265 08:30 309 162 180 130 489 292 08045 298 146 198 124 496 270 09:00 266 1195 129 585 221 775 116 487 487 1970 245 1072 09:15 258 163 227 109 485 272 09030 227 140 183 74 410 214 09:45 270 122 193 96 463 218 10:00 226 981 73 498 246 849 66 345 472 1830 139 843 10:15 234 66 229 74 463 140 10:30 219 54 260 84 479 138 10:45 269 57 260 51 529 108 11: 00 243 965 79 256 271 1020 67 276 514 1985 146 532 11015 290 49 265 67 555 116 11: 30 281 43 269 45 550 88 11: 45 286 37 243 41 529 78 12:00 289 1146 33 162 297 1074 36 189 586 2220 69 351 --------------------------------------------------------------------------------- TOTALS 17404 15836 33240 AM Times 07:30 11: 15 11: 15 AM Peaks 1502 1074 2220 Factors PHF: .89 PHF: .90 PHF: .94 PH Times 14:30 17015 16:45 PM Peaks 1356 1572 2728 Factors PHF: .91 PHF: .93 PHFo .96 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 5206 Station ID: CONGRESS AVE 1750'N OF OLD BOYNTON BCH Latitude: O' 0.000 Undefined Start Time 03-Mar-03 Mon N/A Morning Afternoon Hour Totals Morning Afternoon S/A Morning Afternoon Hour Totals Morning Afternoon Combined Totals Morning Afternoon ~ 12:00 52 440 34 404 86 844 12:15 58 391 30 379 88 770 12:30 33 444 16 398 49 842 12:45 27 444 170 1719 19 419 99 1600 46 863 01:00 28 382 19 386 47 768 01:15 28 397 15 383 43 780 01:30 19 414 17 390 36 804 01 :45 19 458 94 1651 7 366 58 1525 26 824 02:00 16 476 13 401 29 877 02:15 8 417 7 420 15 837 02:30 13 467 11 396 24 863 02:45 9 455 46 1815 6 374 37 1591 15 829 03:00 10 416 7 451 17 867 03:15 16 444 9 423 25 867 03:30 8 469 11 435 19 904 03:45 16 479 50 1808 13 420 40 1729 29 899 04:00 9 464 17 429 26 893 04:15 7 471 17 376 24 847 04:30 18 505 20 362 38 867 04:45 19 421 53 1861 29 362 83 1529 48 783 05:00 22 557 35 415 57 972 05:15 22 494 37 359 59 853 05:30 27 525 49 373 76 898 05:45 39 498 110 2074 71 338 192 1485 110 836 06:00 53 491 65 372 118 863 06:15 65 396 118 347 183 743 06:30 114 406 201 347 315 753 06:45 152 412 384 1705 238 364 622 1430 390 776 07:00 287 348 321 340 608 688 07:15 212 344 396 300 608 644 07:30 235 329 443 266 678 595 07:45 229 285 963 1306 429 269 1589 1175 658 554 08:00 241 290 398 228 639 518 08:15 222 247 374 237 596 484 08:30 258 249 356 184 614 433 08:45 233 186 954 972 328 179 1456 828 561 365 09:00 287 209 259 203 546 412 09:15 258 192 283 154 541 346 09:30 263 168 254 150 517 318 09:45 266 146 1074 715 266 120 1062 627 532 266 10:00 282 158 296 114 578 272 10:15 332 128 281 95 613 223 10:30 314 106 348 66 662 172 10:45 339 115 1267 507 392 69 1317 344 731 184 11:00 345 91 322 63 667 154 11: 15 385 88 356 65 741 153 11 :30 346 67 365 35 711 102 11 :45 365 53 1441 299 358 48 1401 211 723 101 hl18 ... Total 6606 16432 7956 14074 14562 30506 Percent 28.7% 71.3% 36.1% 63.9% 32.3'10 67.7'10 Combined 23038 22030 Total 45068 Peak 11:00 05:00 07:15 03:00 10:45 03:15 Volume 1441 2074 1666 1729 2850 3563 PHF. 0.936 0.931 0.940 0.958 0.962 0.916 Palm Beach County TWO CHANNEL SUMMARY Page: 01/13/2003 TO 01/14/2003 Site Reference: 130000000000 File: 5624_prn Site 1D: 562400000000 TECH'S Nl'.ME: SP Location: CONGRESS AVE 500'N OF 23RD AVE County: TIME LANE 1 LANE 2 TOTAL N APP S APP am pm am pm am pm ~~-------------------------------------- ---------------------------------- 00:15 35 259 35 268 70 527 00:30 21 265 54 333 75 598 00:45 22 257 37 340 59 597 01:00 17 95 294 1075 39 165 304 1245 56 260 598 2320 01: 15 12 297 21 338 33 635 01:30 13 269 14 313 27 582 01:45 10 262 7 314 17 576 02:00 4 39 293 1121 16 58 331 1296 20 97 624 2417 02:15 12 285 13 296 25 581 ... 02:30 8 305 12 280 20 585 02:45 13 274 12 383 25 657 03:00 5 38 298 1162 11 48 334 1293 16 86 632 2455 03:15 8 342 7 386 15 728 03:30 7 315 7 361 14 676 03:45 10 268 10 375 20 643 04:00 12 37 323 1248 17 41 376 1498 29 78 699 2746 04:15 14 312 10 398 24 710 04:30 11 307 4 358 15 665 04:45 9 286 12 333 21 619 05:00 22 56 310 1215 19 45 409 1498 41 101 719 2713 05:15 37 287 16 381 53 668 05:30 28 281 24 480 52 761 05:45 46 296 20 427 66 723 ... 06:00 67 178 248 1112 37 97 440 1728 104 275 688 2840 06:15 107 270 44 391 151 661 06:30 89 233 68 359 157 592 06:45 135 227 77 287 212 514 07:00 196 527 203 933 107 296 270 1307 303 823 473 2240 '.. 07:15 279 2~o 143 246 422 468 07:30 299 159 176 191 475 350 07:45 396 165 200 178 596 343 08:00 472 1446 147 693 248 767 165 780 720 2213 312 1473 08:15 575 158 214 142 789 300 08: 30 389 132 265 130 654 262 08:45 367 130 238 137 605 267 09:00 318 1649 116 536 234 951 146 555 552 2600 262 1091 09:15 277 118 274 125 551 243 09:30 276 141 240 124 516 265 09:45 250 117 238 110 488 227 10:00 225 1028 130 506 213 965 102 461 438 1993 232 967 10:15 232 73 267 73 499 146 10:30 225 72 257 92 482 164 10:45 204 74 278 78 482 152 11: 00 237 898 56 275 278 1080 72 315 515 1978 128 590 11:15 243 75 298 73 541 148 11: 30 254 59 251 61 505 120 11: 45 235 43 277 59 512 102 12:00 227 959 40 217 283 1109 63 256 510 2068 103 473 ----------------------- ---------------------- - TOTALS 17043 17854 34897 , AM Times 07:45 11: 15 08:00 AM Peaks 1832 1109 2768 Factors PHF: .79 PHF: .93 PHF: .87 PH 'limes 15:15 17:30 17:00 PM Peaks 1248 1738 2871 Factors PHF: .91 PHF: .90 PHF: .94 Palm Beach County TWO CHANNEL SUMMARY Page: 01/13/2003 TO 01/14/2003 Site Reference: 130000000000 File: 5626.prn Site ID: 562600000000 TECH'S N.l\ME : SP Location: CONGRESS AVE 200'S OF 23RD AVE County: TIME LANE 1 LANE 2 TOTAL N APP S APP am pm am pm am pm ------------------~------------- ------------------------ n_______________ 00:15 31 321 51 331 82 652 00:30 20 343 50 388 70 731 00:45 24 318 35 342 59 660 01:00 14 89 330 1312 27 163 339 1400 41 252 669 2712 01:15 12 337 15 355 27 692 01:30 8 303 7 353 15 656 01:45 10 343 14 353 24 696 02:00 5 35 322 1305 13 49 332 1393 18 84 654 2698 02:15 11 323 15 298 26 621 '. 02:30 13 374 12 425 25 799 02:45 7 355 9 352 16 707 03:00 11 42 314 1366 6 42 472 1547 17 84 786 2913 03:15 7 379 12 404 19 783 03:30 10 324 7 385 17 709 i_ 03:45 11 369 18 409 29 778 04:00 19 47 379 1451 11 48 443 1641 30 95 822 3092 04:15 9 337 8 404 17 741 04:30 13 360 10 417 23 777 .... 04:45 28 308 21 424 49 732 05:00 41 91 348 1353 13 52 516 1761 54 143 864 3114 05:15 46 286 34 532 80 818 05:30 56 331 25 595 81 926 05:45 80 277 33 478 113 755 ~- 06:00 139 321 281 1175 37 129 488 2093 176 450 769 3268 06:15 135 268 59 407 194 675 06:30 158 242 91 336 249 578 06:45 209 225 116 305 325 530 07:00 298 800 253 988 149 415 258 1306 447 1215 511 2294 07:15 373 194 173 214 546 408 07:30 451 188 214 185 665 373 07:45 534 172 269 158 803 330 08:00 570 1928 151 705 281 937 153 710 851 2865 304 1415 08:15 508 135 309 144 817 279 08:30 452 145 272 142 724 287 08:45 401 139 266 142 667 281 09:00 374 1735 133 552 285 1132 141 569 659 2867 274 1121 09:15 352 127 285 140 637 267 09:30 306 145 271 116 577 261 09:45 287 142 233 100 520 242 10:00 280 1225 102 516 276 1065 82 438 556 2290 184 954 10:15 277 72 276 96 553 168 10:30 235 80 301 79 536 159 10:45 265 70 294 83 559 153 11:00 300 1077 86 308 282 1153 74 332 582 2230 160 640 11: 15 286 69 282 67 568 136 11: 30 274 54 306 72 580 126 11: 45 290 49 306 50 596 99 12:00 283 1133 43 215 300 1194 43 232 583 2327 86 447 -------------------------------------------------------------------------------------------- TOTALS 19769 19801 39570 AM Times 07:45 10:45 07:45 AM Peaks 2064 1164 3195 Factors PHF: .90 PHF: .95 PHF: .93 PM Times 15:15 17:00 17:00 PM Peaks 1451 2121 3363 Factors PHF: .95 PHF: .89 PHF: .90