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CONCURRENCY TRAFFIC IMPACT ANALYSIS S3 '. ~. 2003 2:29PM D.R. Horton Inc. South Flor da No 1 j 17 ji)ltlDEi{ Ti{OOTMAn COMSOI"TIIHCi. lo'c. !:~- --=~~--~~~~! ~==.~:!~":~::'::~~'~~~--.~ TrarSI)ortation planners and Engineers 2::;4 South (, "'we' 5 I .." '" ;.J' . . \fI'Ht Pal "0 ~;'.: -j, Il '~~l. I (,6-:-434-16:1 " , t.1 f, . \I 'VW',Fin( "~l Ill:' 1lr,:: . ...'1'" I.. 'IL, S<~ptember 3, 2003 Me. Masoud Atefi, MSCE Palm Beach County Traffic Division 160 Australian Avenue, Suil.e 303 Wf..'5t Palm Beach, FL 33406 ~.e: Anderson Property" #PTCO ,:-149 Dear Mr. Atefi: The purpose of this letter is to subrrit to the County, for your revi.,w, t~e tralfic impel! an.II);; ::1. t'1e above referenced project. It is propos.d to develop '18 singl<, family hOl1lfs on .1 si lllocal cd t1e west side of Lawrence Road south of H~'polllxo Road in the Cty of (l<'}'lltor Beach. The attached analysis shows that th(, requ:rements of Ar:icle .15. Traffic Perf(rmance itanda::Is I' tne Palm Beach County Unified Land Deve:opmcnt CodE (ULDC, have be~n met 11ease call with any questions. ~;in ely, ~ / 1/{1. I ndrea M. Trout.m n, P.E. President i ,WT/ldr 'onclosure ce: Karl Albertson Mi cJta-J l~JlJeIi0J.149 !/-.?-1i3 plall'" flnDERson PROPERTY COnCURREncy TRflFFIC IMPflCT flnflL YSIS Prepared for D.R. HORTOn. Utc. Prepared by PinDER TROUTH"n conSULTinG. Inc. 2314 Soath CongrlZSS "venue. Salte 1 H Wat Palm Beach. Fl 33406 (561) 434-1644 \ /1/\ / 1\ AY 1~\r:) )0,J-~ D~O 1J I\\'l".l ~ \ An r~ M. Troutman, P.E. Flori a R~stratio(J #45409 #PTC03-149 September 3. 1003 Pi ANDERSON PROPERlY CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed 88 single family residential development within the City of Boynton Beach. The purpose of this study is to determine if the proposed development meets the requirements of Article 15, Traffic Performance Standards, of the Palm Beach County Unified Land Development Code (ULDC). Site Data The site is located on the west side of Lawrence Road approximately one-quarter ('/4) mile south of Hypoluxo Road as shown on Exhibit 1. Access to the proposed project is via one (1) driveway connection to Lawrence Road. Year 2005 conditions were examined for this analysis. Existing (2003) Traffic Conditions The 2003 peak season two-way peak hour volumes for the surrounding roadway network as compiled by the Palm Beach County Traffic Division were utilized in this report. Traffic count data is included in Appendix A. Project Traffic Trip Generation The daily trip generation rate used for this project was from Section 10.8, Fair Share Road Impact Fees, of the Palm Beach County ULDC. The Institute of Transportation Engineers (lTE), Trip Generation, 6'" Edition was the source of the peak hour trip generation rates. Exhibit 2 provides the daily, AM and PM peak hour trip generation data for the proposed development. For Traffic Performance Standards purposes, hased on the net new external peak hour trip generation of 89, the Test 1 radius of development influence is one (1) mile. The Test 2 radius of development influence is the project accessed link. RCfXJrtOJ-149 9~3-U3 Trip Distribution and Assignment A directional distribution was developed based on a review of land use patterns and existing travel patterns and is shown on Exhibit 3A. Exhibit 3B shows the assignment of peak hour project traffic as well as the project impact percentage (% of two-way peak hour service volume). Future Traffic Conditions Roadway Improvements A review was undertaken of the Transportation Improvement Program (FY 2004-2008) from the MPO of Palm Beach County, adopted May 2003, and the Palm Beach County Five Year Road Program, adopted August 2003. Hypoluxo Road from Jog Road to Military Trail is scheduled for construction to six (6) lanes in Fiscal Year 2006. Background Traffic Historic growth trends and Major Project traffic must be analyzed in the projection of future background traffic volumes. Historic growth data is provided on Exhibit 4 for the surrounding roadway links. Major Project data, compiled by Palm Beach County, was also reviewed. Numerous projecls were considered in the projection of background traffic. Committed development data is provided in Appendix B. Total traffic includes existing traffic, Committed Projecls' traffic, historic growth and Project traffic. Where there is substantial Committed Development traffic, a 1% historic growth rate was also applied. With the layering of both residential and non-residential committed development on the area roadways, a double counting of trips occurs. A methodology was utilized that examines a balancing of residential and non-residential traffic. As agreed with County staff for other areas, a 20% double counting factor of the lesser of residential or non-residential traffic has been applied. Report03-149 9-3-03 2 T rafflc Performance Standards Analysis Test 1 (Intersection Analysis) Major intersections at the termini of the project accessed link are required to be analyzed and major intersections for which a proposed development adds more than 10% of the total traffic on any link connecting a major intersection are required to be analyzed. The intersections of Lawrence Road with Hypoluxo Road and Gateway Boulevard were analyzed and are included in Appendix C. All intersections are projected to operate at the adopted standards as shown on Exhibit 5. Therefore, the intersection requirements of Test 1 are met. Test 1 (Link Analysis) The second part of Test 1 examines if any roadway links required to be analyzed are projected to operate below adopted level of service standards. Roadway links with a project impact greater than 1 % of the LOS D are required to be analyzed. Exhibit 6 shows future two-way AM and PM peak hour traffic conditions for the analyzed roadway links. All of the links are projected to operate at the adopted two-way peak hour standard. Therefore, this project meets the requirements of Test 1. Test 2 (Model Test) Test 2 examines traffic conditions based on model projections that are developed and maintained by Palm Beach County. The project accessed link of Lawrence Road is not a Test 2 deficiency; therefore, the requirements of Test 2 are met. Driveway Volumes AM and PM peak hour project driveway volumes are provided on Exhibit 7. Conclusions This analysis shows that the proposed development meets all of the requirements of the Traffic Performance Standards of Palm Beach County. RepOltOJ-1499303 3 o ~ SITE ~ :;( ~ ~ >- ~ "' ~ ~ " o "' o ~ ~ u ~ ~ " "' ~ GATEWAY BOUL[VARD o N.T.S. I.ANTANA ROAD HYPOlUXO ROAD o "' o ~ ~ MIN[R KOAD w II o " I g I on T w :0 ~ > "' m ~ ~ II Z o U OB/2H/O-~ ANDERSON PROPERTY EXHIBIT 1 PROJECT LOCATION ~ '" M 0 ~OM '7~O M--.d:J O~N UO'lc:b 5: 'llo !;i' M o c 110 '5- E Q) c: 0..0 e-.:; a.. ~ c: Q) N 0 c: ..... '" Q) 15 Q; <J ~<ol E -c 0.. x c: .- UJ<~ 0 0 CO CO CO CO '" c.. ';: I- ~ 0 I- ~ s J!l '" ~ c: ::J 0 0 .., ---.. '" 0 ~ Cl) ~ c: Cl) lJ c.. .;: I- '" '" .q ::J ::J 0 0 '" c CO CO E CO CO c: OJ 0 w -0 t:: 0 ~ U N 5: ::J I~ -C E c: '" '" ....J u.. OJ I~ c: Vi , -;;; .'" c: OJ -c .v; OJ ~ <.0 -0 -0 -0 ~ 0 I- '" 0 0 c.. U"l U"l ~ ~ I- " ~ 0 0 I- '" '" ~ ~ c: - (::! U"l '" J!l ---.. U"l '" (::! ~ c: ::J 0 0 .'" ---.. 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LANTANA ROAD 0 <: 0 ~ u z w ~ ~ :5 18% 19% 400 2900 2800 HYPOI.UXO ROAD ~ 76% ~ 7% SITE 0 <: 0 "' 24% ~ '" 8% w <.J 0 MIN~R ROAD '" I Q I 16% w ~ ::> " z ~ w ~ > >- <: ~ m <: ::; ~ ~ ~ <.J :i z 0 U CAllWAY HUUllVAKU 08/28/03 ANDERSON PROPERTY EXHIBIT 3A PROJECT TRAFFIC DISTRIBUTION ~ KPTC03-149 9/3/2003 Project Assignment 03-149 8-28-03Jo Exhibit 3B Anderson Property Project Traffic Assignment Proiect Traffic Total LOS D Existing 89 Peak Hour Project Service Roadway Link lanes % Dist Trips Imooct Volume lOR Road to Military Trail 4lD 4% 4 0.13% 3020 Hypoluxo Road Military Trail to Lawrence Road 6LD 29% 26 0.57% 4550 Lawrence Road to ContueSS Avenue 6LD 28% 25 0.55% 4550 Military Trail lilntana Road to Hvpoluxo Road 6lD 18% 16 0.35% 4550 HVDoluxo Road to l~ Chalet 81vd 6LD 7% 6 0.13% 4550 lantana Road to Hvpoluxo Road 2L 19% 17 1.22% 1390 Lawrenc.e Road Hypoluxo Road to Site 5l 76% 68 2.25% 3020 Site to Miner Road 5l 24% 21 0.70"- 3020 Miner Road to GatewdY Boulevard 5l 16% 14 0.46% 3020 Miner Road Site to Gateway Boulevard 2L 8% 7 0.50"- 1390 #PTCO:J-149 growth 03-149 8-28 03jo 9/3/2003 Exhibit 4 Anderson Property Historic Growth Dailv Traffic Volumes Growth Roadwav 2000 2003 Rate Hypoluxo Road Jog Road to Military Trail 22,359 25,166 4.02% /Year Military Trail to Lawrence Road 29,1\10 32,955 3.40% /Year Lawrence Road to Congress Avenue 31,741 28,596 -3.42% /Year Lawrence Road Lantana Road to Hypoluxo Road 11,259 10,124 -3.48% /year Hypoluxo Road to Gateway Boulevard 13,842 15,444 3.72% /Year Gateway Boulevard to Old Boynton Road 13,754 15,311 3.64% /year Gateway Boulevard Military Trail to Lawrence Road 21,641 25,252 5.28% /Year Lawrence Road to Congress Avenue 27,973 30,922 3.40% /Year '" 0 M ;! 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E ~ o .. > ~ ~ ~ ~~~ E,,= -= E~~ 8 ~ ~ >~ w ~ ~ :E O~m s~Ei o o ~ ;:;;i :!.i M: ~, 880 3;~2(~)): ~ LEGEND 38 - AM PEAK HOUR (24) - PM PEAK HOUR 880 - AAOT ANDERSON PROPERTY o < o "" UJ U Z UJ "" S < -' N.T.S. ~ 06/28/03 EXHIBIT 7 PROJECT DRIVEWAY VOLUMES ~ Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000004608 Station 10: LAWRENCE RD 800N HYPOLUXO RD Afternoon Latitude: 0' 0.000 Undefined Afternoon Start Time 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 I1:1S 11:30 11:45 Total Percent Combined Total Peak Volume P.H.F 26-Mar-03 Wed N/A Moming Afternoon 8 65 o 64 1 52 2 40 3 60 3 56 3 S7 3 84 ~ ~f~~~~ 2 ~':\<:i~~ 1 101 2 82 o 75 3 75 o 57 1 73 4 66 2 62 7 69 14 69 17 67 18 62 17 74 50 57 S7 65 70 56 119 77 t:;~1~ia E . . ,:,{"rill!, 50 86 Sl 71 62 61 77 61 48 54 34 56 32 55 24 48 13 70 15 62 20 56 15 S7 20 111 6 73 5 54" 12 1860 409% 4551 07:1S 474 0940 2691 59.1% 02:00 404 0.754 Hour lot<lls Momlflg 194 467 344 226 236 295 Afternoon MomlnQ 11 9 4 3 221 2 5 5 3 257 2 1 3 o 404 0 2 1 3 333 2 2 2 2 258 3 5 10 19 267 33 26 ~..:.Si 252 ;;~1~~$ o o 215 0 o o o 240 0 o o o 138 0 o o o 63 0 o o o 43 0 628 11.3% 12 6 6 7 56 5S73 06:15 481 0.575 S/A Afternoon 115 93 80 82 66 96 115 108 127 111 111 209 123 130 127 130 149 155 180 190 -- "f1~ .: ~19i1 o;1~ ...'.t5~ 183 152 140 112 96 96 79 78 77 73 62 56 60 60 55 45 40 33 28 28 30 17 12 13 4945 88.7% 05:00 823 0.816 Morning Hour T olals 399 18 15 4 8 9 67 108 o o o o Combined Totals 370 Mommg 17 4 4 4 8 8 6 5 3 5 o 2 3 3 3 5 2 3 6 S 12 24 .. 36 51 43 102 ..iH9: ,~7' Lj;~ 120 119 126 86 71 61 61 54 56 55 48 70 62 56 57 111 73 54 385 S58 510 674 823 587 349 268 220 129 72 2488 24.6% 10124 06:30 784 0.703 180 157 132 122 126 152 172 192 246 195 178 343 224 212 202 205 206 228 246 252 254 " .~ n . geJ. .:n4 .,2$7 209 205 168 173 142 133 116 127 124 124 133 108 94 87 69 S3 48 48 43 50 23 17 25 7636 75.4% OS:IS 1093 0.797 Palm Beach County T raffie Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000004614 Station ID: LAWRENCE RD 700'N GATEWAY BL Latitude: 0' 0.000 Undefined Start 26 Mar..Q3 N/A Hour Totals SIA Hour Totals Combined Totals M f Time We<J Momina Afternoon Momina Aflernoon Morning Afternoon Morning Afternoon amino Aternoon 12:00 8 95 7 114 15 209 12:15 5 91 12 98 17 189 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 ., -,,- ,filii 2 111 4 291 02:30 0 , .'::117 3 119 3 236 >:'> 02:45 4 '1/16. 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 _.,;, * 05:15 16 157 6. 213 22 '.3711 05:30 24 155 9 221 33 ' 37fi 05:45 43 121 96 576 12 198 31 850 55 : .' 31g 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 1,$8 115 I; .312 193 I. 07:15 /224. 77 208 107 I' .432 184 07:30 ~. 81 I, 2llO 93 I. . 4:jo, 174 07:45 '.".'!,' '285 52 893 288 135 102 701 417 I'" 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 09:4S 98 36 412 149 53 6S 266 256 151 101 10:00 100 25 92 50 192 7S 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 19S 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% 36.4% 63.6% Combined 7638 7806 Total 15444 Peak 07:15 02:00 07:00 05:00 @ 05:00 Volume 956 633 701 850 (fii26J P.H.F. 0.839 0.833 0.843 0.962 0.922 (j:g;m- JAMAR Technologies. Inc. Page 1 151 Keith Valley Road Horsham. PA 19044 Site Code: 4649 Change These in the Preferences Screen Station 10: GATEWAY BL 500' E OF MILITARY TR ----------- Latitude: O' 0.000 Undefined Start to-Mar 03 ElA Hour'Totals W/A Hour Totals Combined Totals Tim~_--.Mon _ Morning Afternoon Mom~L- _}\fternoon Morning Afternoon _ MorninR___ Afternoon Morning Afternoon 12:00 25 177 19 184 44 361- 12:15 15 185 21 167 36 352 12:30 13 194 10 194 23 388 12:45 19 177 72 733 15 168 65 713 34 345 01:00 12 178 7 204 19 382 01:15 7 186 13 184 20 370 o 1:30 10 182 11 173 21 355 01:45 9 182 38 728 13 205 44 766 22 387 02:00 11 205 9 198 20 403 02:15 7 229 7 234 14 463 02:30 3 206 6 240 9 446 02:45 5 272 26 912 5 210 27 882 10 482 03:00 5 249 6 217 11 466 03:15 7 230 8 210 15 440 03:30 17 264 4 202 21 466 03:45 6 219 35 962 10 208 28 837 16 427 04:00 15 233 7 231 22 464 04:15 10 246 8 240 18 486 04:30 19 282 16 238 35 520 04:45 17 286 61 1047 11 227 42 936 28 513 05:00 22 16 251 38 05:15 19 26 1:\::B\'~~ 45 05:30 33. E ~!~11 66 05:45 48 < 122 1179 119 1054 92 .' . 06:00 51 253 105 518 06:15 88 250 63 240 149 490 06:30 113 252 114 228 227 480 06:45 149 200 399 955 144 224 375 957 293 424 07:00 191 182 201 445 383 07:15 } 201 148 349 07:30 162 163 325 07:45 127 881 672 '~i~'~t..-___ 116 1052 628 243 08:00 .- ,~ 128 245 99 227 08:15 214 129 207 117 421 246 08:30 190 119 182 104 372 223 08:45 190 131 835 507 203 93 837 413 393 224 09:00 151 131 174 84 325 215 09:15 143 146 170 79 313 225 09:30 134 108 184 85 318 193 09:45 150 104 578 489 176 76 704 324 326 180 10:00 114 70 129 71 243 141 10:15 137 72 136 58 273 130 10:30 143 55 152 47 295 102 10:45 152 46 546 243 183 52 600 228 335 98 11:00 160 40 173 34 333 74 11:15 161 33 163 40 324 73 11:30 156 43 174 22 330 65 11:45 154 24 631 140 200 24 710 120 354 48 Total -~i4 8S67 ---- 4603 7858 8827 -'6425 Percent 33.0% 67.0% 36.9% 63.1% 35.0% 65.0% Combine- --------- dTotal 12791 12461 25252 Peak 07:15 05:00 ________n_ 07:00 05:15 05:00 07.15 Volume 931 1179 1052 1068 1974 2233 P.H.F. 0.966 0.918 0.904 0.957 0.938 0.940 JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Horsham, PA 19044 Site Code: 4625 Change These in the Preferences Screen Station ID: GATEWAY Bl1000' W OF CONGRESS AVE latitude: 0' 0.000 Undefined ______n__ ---- WIA Hour Totals Com-blneeJ Tola!s Slart 11-Mar-03 ElA Hour T olals Time Tue ~~~~- Afternoon Morning Afternoon __Morning_~~nQ()_n Morning Afternoon Mo!:!li!!g~~moo,!_ 12:00 35 212 21 209 56 421 12:15 29 230 19 214 48 444 12:30 24 207 11 216 35 423 12:45 18 195 106 844 10 234 61 873 28 429 01:00 12 225 8 230 20 455 01:15 12 216 11 198 23 414 01.30 16 196 14 221 30 417 01:45 11 239 51 876 14 255 47 904 25 494 02:00 18 224 8 241 26 465 02:15 8 274 7 241 15 515 02:30 5 266 7 261 12 527 02:45 7 315 38 1079 9 243 31 986 16 558 03:00 8 317 5 275 13 592 03:15 13 282 10 233 23 515 03:30 15 345 10 222 25 567 03:45 13 269 49 1213 13 244 38 974 26 513 04:00 17 304 12 266 29 570 04:15 15 350 14 246 29 596 04:30 18 367 25 246 43 613 04:45 18 353 68 1374 30 255 81 1013 48 608 05:00 17 25 262 42 05:15 23 1E r~lti 65 05:30 39 107 05:45 35.-;;.4. 114 1660 211 1137 111 06:00 31 373 132 649 06:15 76 307 145 2S5 221 562 06.30 102 371 221 244 323 615 06:45 131 252 340 1303 269 246 736 1021 400 498 07:00 158 279 355 242 S13 521 07:15 253 176 429 07:30 204 173 377 07:45 212 834 948 142 1490 733 354 08:00 201 146 347 08:15 160 190 326 118 486 308 08.30 148 202 294 94 442 296 08:45 173 177 663 770 270 95 1250 453 443 272 09:00 147 197 238 120 385 317 09:15 143 177 225 97 368 274 09:30 141 192 230 80 371 272 09:45 127 141 558 707 226 83 919 380 353 224 10:00 142 121 204 65 346 186 10:15 148 110 191 66 339 176 10:30 148 90 208 51 356 141 10:45 175 76 613 397 211 54 814 236 386 130 11:00 170 62 229 39 399 101 11:15 162 69 223 36 385 105 11:30 168 55 186 33 354 88 11:45 197 47 697 233 232 21 870 129 429 68 Total 4131 11404 6548 8839 10679 20243 Percent 26.6% 73.4% 42.6% 57.4% 34.5% 1?5.5% Combine 15535 15387 30922 d Total Peak 07.15 ------------ 07.15 07:15 05:00 05:00 05:15 Volume 858 1660 1495 1151 2353 2797 P.H.F 0.894 0.961 0.930 0.966 0.932 0.970 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000004607 Station 10: HYPOLUXO RO 300'E OF MILITARY TR Latitude: 0' 0.000 Undefined Slart Ti~ 12:00 12:15 12:30 12:45 01:00 01:1S 01:30 01:45 02.00 02:15 02:30 02.45 03.00 03:15 03:30 03:45 0400 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 Combined Total Peak Volurne P.H.F. 26-Mar-(IJ Wed Morning EfA Afternoon 36 207 40 195 28 203 22 187 18 212 21 216 30 213 16 188 21 303 16 246 11 212 19 355 9 356 3 280 6 290 9 253 5 312 11 260 12 324 18 366 12 319 ~~ c~~z~! 117 310 176 369 242 319 #8 261 249 = 183 185 203 161 193 188 159 187 120 151 108 97 90 83 60 67 41 >::M;~: ':-: 265 260 188 209 170 160 176 170 155 166 178 156 189 186 169 197 5525 33.4% 16547 07.00 1403 0.868 11022 66.6% 05:15 1517 0.960 Hour T olal~ Mominu Atlernoon 126 162 615 1403 922 676 655 741 85 67 27 46 WIA Mornrn Afternoon 792 33 215 30 226 19 190 20 192 13 220 8 209 16 249 10 212 12 207 10 224 8 259 14 298 17 284 15 287 10 283 12 261 20 278 13 308 18 304 33 303 32 310 .,. "," 54 '.~.' -- .f:: 300 ,E 'f~:ZZ~~: 144 275 223 277 339 249 ~~:'t~; !~ 318 175 271 176 269 218 227 151 243 131 193 109 172 131 214 121 182 116 184 96 188 82 188 57 204 55 197 47 216 35 195 40 829 1116 1181 1262 1469 1365 915 742 654 446 251 6467 39.4% 9941 60.6% 16408 07:00 1634 0.952 Hour T ot<Jls Momina Afternoon OS:15 1310 0.910 102 226 815 1634 lOBS 822 47 44 54 84 742 812 Combined T olals MomirlO Afternoon 823 69 70 47 42 31 29 46 26 33 26 19 33 26 18 16 21 25 24 30 51 44 8S 102 157 189 261 399 581 (:" :11fz } :;<;]'1: t {\n; 563 S31 457 436 413 353 348 384 337 350 366 344 393 383 385 392 11992 36.4% 890 988 1115 1193 1282 1139 771 720 492 351 177 32955 07:00 3037 0.911 422 421 393 379 432 425 462 400 510 470 471 653 642 567 573 514 590 568 628 669 629 7Zl. 706 :689 705 585 646 568 497 451 392 346 360 379 379 344 319 268 318 241 267 204 179 147 138 107 102 81 20963 63.6% 05:15 2827 0.972 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, Fl 33406 Site Code: 4621 Station 10: HYPOLUXO RO 600' W OF CONGRESS AV Latitude: 0' 0.000 Undefined Start 03-Feb-03 EIA Hour Totals WIA Hour Totals Combined Totals Time Moo Mom; Afternoon MOOling Afternoon M~ Afternoon Mom Aflemoon Mom Afternoon 12:00 32 159 32 209 64 368 12:15 29 173 20 198 49 371 12:30 37 162 24 196 61 358 12:45 18 195 116 689 9 210 85 813 27 405 01:00 16 191 11 189 27 380 01:15 10 196 15 203 25 399 01:30 25 198 10 186 35 384 01:45 15 210 66 795 10 194 46 772 25 404 02:00 11 189 10 268 21 457 02:15 11 257 9 266 20 523 0230 7 201 6 273 13 474 02:45 6 239 35 886 10 250 3S 1057 16 489 03.00 7 227 12 270 19 497 03:15 1 267 15 261 16 528 03:30 4 242 11 .259 15 501 03:45 8 252 20 988 13 263 51 1053 21 S15 04:00 11 290 22 259 33 549 04:15 7 287 20 252 27 539 04:30 7 288 20 288 27 576 04:45 11 246 36 1111 35 ...,~~ 97 1092 46 539 05:00 5 230 32 .;300 37 530 OS:15 16 192 48 ....3Il1. 64 494 05:30 14 'j;~ 57 . ZlI4 71 603 05:45 44 79 1047 92 255 229 1151 136. .571 06:00 63 106 307 169 .<<17 06:15 56 '~;4tn. 146 223 202 ,..~ .5%4 06:30 92 295 202 247 294 542 06:45 142 254 353 1150 223 244 677 1021 365 498 07:00 .. .201 204 273 224 474 428 07:15 ':.:~A"T~~t~!9 ' 223 ..s:;: 213 :'6119. 436 07:30 ..;:/:~~ 216 162 .$5(1. 378 07:45 "-" "..ZS,f 171 884 814 ;:S,;';U 168 1366 767 .'. .m. 339 08:00 168 165 ----- .~: 134 51Q 299 {)8:15 164 189 323 135 487 324 08:30 151 187 272 135 423 322 08:45 lS9 164 642 705 251 111 1188 515 410 275 09:00 136 119 248 108 384 227 09:15 146 144 221 86 367 230 09:30 135 147 176 111 311 258 09:45 126 99 543 509 209 120 854 425 335 219 10:00 107 96 201 79 308 175 10:15 152 89 213 83 365 172 10:30 143 105 191 72 334 177 10:45 121 71 523 361 194 57 799 291 315 128 11:00 165 73 216 60 381 133 11:15 157 65 172 50 329 115 11:30 148 41 210 25 358 66 11:45 175 51 645 230 211 41 809 176 386 92 Total 3942 9285 6236 9133 10178 18418 Percent 29.8% 70.2% 40.6% 594% 35.6% 64.4% Combined 13227 15369 Total 28596 Peak 07:00 05:30 07:15 04:45 07:15 05:30 Volume 884 1226 1435 1189 2286 2305 P.H.F. 0.870 0.970 0.869 0.968 08S7 0.949 89 NN Ma. 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I ::l: o '" ~ o < o '" ~ U Z w '" ~ :s '" 0. i2 f- '" < ~ 0. o Z :0 o '" :I: f- :0 o ~ i 0.: ]B. 5~ ~ ;;: f- ~ '" ~ < ;:: Z ~ o on ~ '" Lf)NLf)<t)N Lf)N"<t N - .:;***## ,*,..000000 1:00,,-00 :0 -- .~ .:: l! o f- Lf)N"1'"Lf)N Lf)N..o N ~ t ~ QJ E ~ '0' 0 I'll tt U rtl g..~ ..q ~ ~ ii= 3 c.. x 0 E ::I QJ.2 c E.~158.~ (36 l5:to ] .~ 5~ tt'lN..oM .'::.**** *-..5oll)gg 5Lf)N........ .~ .:: !! o f- 0> (Q \.OM t ~ .0 0; . j!; ~ .g c cD B ~2 ~QJ:C..Q o >- <'U 0 c:oZou '" ~ '" ~ " o f- "' "' N l! o f- 00 ~ * o '" '" o .., c ~ o U . J3 ~ o o " '.g . " .~ . '" c o Z ~ ~ '" '" c .., c ~ o U . :0 ~ o o ~ c . ] ~ '" ;:: 00 N ~ .t!- .:: " c ~ .8 -5 ~ o '" jj o f- .~ .:: ~ 6 ~ f- l! o f- INTERSECTION ANALYSIS SHEET ANDERSON PROPERTY IlYPOI.UXO ROAD (@ LAWRLNCE ROAD Growth Rate = Peak Season - Buildoot Year = y"",,- 1.00'j\ 1.00 2005 4 AM Peak I lour Inter.;ectiOfl Volume IJl:>vtllopment Northbound southbound ,.-..nd W.......nd n n.ru 0' L1 lhru 01 II Ihru RT LT Thru 01 IJdstiJlR Volume (01/29/01) 291 196 174 183 126 165 189 "09 216 107 884 270 Peak Season Volume 291 196 174 183 "6 16' 189 1,109 216 107 884 270 Back.........,nd 303 204 181 190 131 172 197 1,154 225 111 920 281 Bo}Trton Estates 0 3 0 12 7 8 3 0 0 0 0 5 Nye 1 0 0 0 0 1 4 13 4 0 3 0 Dahlwen 20 13 24 0 4 0 0 0 6 8 0 0 Colony dub 1 0 0 0 0 1 6 23 6 0 4 0 Commumty Commerce 15 0 0 0 0 7 7 30 15 0 29 0 Chimu 18 0 0 0 0 15 17 16 10 0 19 0 l..rovP. Plaza 15 26 0 30 0 n 0 18 0 0 0 0 HypoIuxo Squaff> 6 0 0 0 0 , 4 13 9 0 10 0 Okean Off! R 16 0 0 0 0 " , 16 7 n 35 0 Total Major Projects 92 41 24 42 " 48 46 128 57 8 100 5 '" Project Traffic 2""- ,''''- 28% 0% 19% 0% 0% 0% 2""- 28% 0% 0% Direction out out out 'e 'e '" 'e 'e ,n 'e '" '" Project Traffic 15 10 14 0 3 0 0 0 5 , 0 0 lotal 410 255 219 232 145 220 243 1,282 286 124 1,020 286 Cntical Volume AnaI)'5is No.. of lanes 1 2 1 1 2 1 1 3 1 1 3 1 road1 Volume 884 597 1,811 1,430 Per lane Volume 410 128 219 232 I 73 220 243 428 286 124 340 I 286 % Tumsfrom exd.lanes 46% I 29% 25% 39% 24% 37% 13% 71% 16% ""- 71% 20% f/W EffectiveQk ~ ~ ~ I 0.37 ~ ~ 0.29 ~ North-South Critical NB LT+SB-TH- 483 S8 IT+NBTH 360 East-WestOllical EB LT+WBTH '83 we LT+I::BTH 552 Maxlmum Critical Sum 483 . 583 1,066 STATUS 1 UNDfR PM Peak Hour Intefsecl:ion VO/lIme Development Northbou South uod l Weslbou LT T 01 IT 1 ru OT LI lru OT IT 1 ru OT fxislillR Volume (01/29!Ol) 192 199 84 137 157 "6 149 948 204 158 1151 197 Peak Season Volume 192 199 84 137 157 "6 149 948 204 158 1,151 197 Bad<:.....ound 200 207 87 143 163 121 155 986 2" 164 '198 205 Boynton f~ 0 9 0 8 5 6 10 0 0 0 0 15 Nye 4 0 0 0 0 4 2 7 2 0 15 0 Oahlwan 12 8 14 U 13 0 0 U 23 28 U U Colony Oub 6 (} U (} 0 6 3 " 3 U 22 U Community Cornmcrt'E 29 0 0 (} (J 22 16 96 55 (} 68 U dumu 2S U 0 0 0 28 29 31 22 0 31 0 Grove F1= 22 36 U .16 0 (J U 22 0 U 0 U Hypoluxo Squaw 16 0 U 0 0 9 9 22 15 0 23 0 Okean off/ R 12 u 0 u 0 8 1S 48 22 u 26 u Total Major Projects 126 53 14 M 20 83 84 236 142 28 185 15 % Proiect Traffic 29% 19% 28% 0% 190/. "" 0% 0% 29')4 28% 0% 0% Direction out out out in '" '" '" 'n in '" in 'e Project T raffle 9 6 9 0 " (J 0 0 17 16 0 U Total 315 266 110 187 193 204 239 1222 371 208 1383 220 Critical Volume Analysis No. """" 1 2 1 1 2 1 1 3 1 1 3 1 , V urne 711 584 1832 1811 Per Lane V urne 335 133 "0 187 97 20' 239 408 371 208 .., 220 % Turns rom---excrlanes 47% 37% 15% 32% 33% 35% 13 67% 20% "" 76% 12% E/W ediw c ~ ~ ~ ~ ~ 0.33 ~ ~ 0.38 South Cntica NB n + 58 TH -. 432 58 LT+NBTH 320 tast.Wesr. CntJcal EB IT+WBTH 700 we LT + EB TH 616 IMaximum Critical Sum 432 + 700 1,132 I STAlUS 1 UNDER ~11.59 INTERSECTION ANALYSIS SHEET ANDERSON PROPERTY GAHWAV BOULLVARD {iilIAWRfNCE ROAD Growth Rate = Peak Season = Ruildout Year - Years = ,.- 1.00 200' 4 AM Peak Hour lnl.er!>fi'diun volume Development Northbound Southbound Eastbound WesIhound " Thru Rf LT Thru RT LT Thru Rr LT 10m RT ExistiOR, Volume (12/1CV01) 66 222 1>4 282 478 243 153 76' 87 '6' 600 262 Peak Season Volume 66 222 '54 2.2 47. 243 153 761 87 162 600 262 Back~.nd 69 231 '60 293 497 253 159 792 91 169 624 273 Boynton Esl:ates 0 , 0 4 2 2 1 0 0 0 0 2 Ny. 0 0 0 2 2 0 0 0 0 0 0 1 Dah1wen 0 1 0 6 3 2 1 0 0 0 0 2 Colony Club 0 0 0 3 3 0 0 0 0 0 0 1 Community Commen:E 0 7 0 . 7 0 0 0 0 0 0 . Chimu 0 9 0 5 5 0 0 0 0 0 0 9 Grove Plaza 0 '5 0 13 14 9 11 0 0 0 0 '5 Hypoluxo Squ."lre 0 3 0 4 5 0 0 0 0 0 0 3 Okean Off} R 0 8 0 3 4 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 f otal Major Projects 0 44 0 48 44 13 11 0 0 0 0 48 % Project T raffie 00/0 6" 00/0 ." 6% 2% 2% 0% "" "" 00/0 .% Diredioo in in in m' out out '" '" in in in '" Project. T raffle 0 , 0 4 3 1 0 0 0 0 0 1 Total 69 276 160 345 544 267 '71 792 9' 169 624 323 Critical Volume Analysis No. dunes 1 2 1 1 2 1 1 3 --, <0 1 3 <0 IAoproach Volume 505 1,156 1054 1116 Per lane Volume 69 138 160 345 I 272 I 267 '71 295 ria '69 I 3'6 ria % Turns from e.xd. lanes 14% 55" - I 32"- 300/0 47% 23% '6% 75",-T "" 15% 56% "" E/W Effective c - - - . - 0.28 - 0.3 I - North-South Critical NB LT+SBTH 341 58 IT+NBTH 483 l:ast-We5tCnbcal FB LT +WBTH 477 WB I.T t, [B TH ~ 4>4 Maxtmum CritiOl Sum 483 + 477 960 SIATUS? UNDER PM Peak Hour Inter.;ectiOll Volume Development No<! nd So nd Eastbound W_nd LT T ru RT LT ru RT LT Thru RT LT ru RT Exlstirl9;VoIume (12/10/01) 127 405 251 148 297 92 135 720 108 262 1014 240 Peak Season Volume 127 405 251 148 297 92 135 720 108 262 1,014 240 ll.ack2rOllnd 1.12 421 261 154 309 96 '40 749 112 273 1055 250 Boynton Estale5 0 2 0 3 1 , 2 0 0 0 0 5 "'" 0 2 0 1 1 0 0 0 0 0 0 2 Dahl""", 0 3 II 3 2 1 3 0 0 0 0 7 Colony Club 0 3 0 2 1 0 0 0 0 0 0 3 Community Commli'rce 0 '4 n 28 27 " 0 0 0 " 0 '5 Chimu 0 12 0 11 11 " 0 0 0 0 0 13 Grove Plaza 0 20 0 10 20 13 13 0 " 0 0 10 Hypoluxo Square 0 8 0 7 . 0 0 0 0 0 0 . Okcan af! R 0 6 0 11 11 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 Tot.aIMajorProjects 0 70 " 84 82 15 '8 0 0 0 0 77 " Project Traffic "" 6% "" 8% 6% 2% 2% "" "" "" 0% 8% Direction on '" 'n out out out in ,n '" in in in Project Traffic 0 3 0 3 2 1 , 0 0 0 0 5 Total 132 404 26' 241 393 112 '59 749 112 273 1055 332 Cnllcal Volume Malysis NO.-Of I.anes , 2 , 1 2 , 1 3 <0 , 3 <0 IADilroach Volume 887 746 1020 1660 Per lane V, ume 132 247 261 24' 197 112 159 2.7 nJa 273 463 ria " 1 urns from exd. Lanes 15% 56% 29% 32 53" 15% '6 73" "" 16% 64% "" L!WHecti\'e' , - - I - 0.23 - 0.39 - North-South Critica NB LT t- 5B TH- 329 58 IT+NBTH-- 488 East-West Critical fB LT + WB IH 612 WBLT+mTH 550 Maximum Critical Sum 488 t 612 1,100 SJArUS? UNDFR ~r3-00 ...J ~ o f- Ii: ~ ~ 0:: j!: ~ I- ...J ~ I- 0:: c( II) ~ 0:: :I: ~ f- ...J c( II) Ii: i5 ~ 0:: :I: ~ ~ Ii: c( z ii! ~ I- ....I c( Z I1J !;( o 0:: :I: \I:: i5 a.. Iii Z ~ z o ~ o o ....I '" ~ '" .. o ~ e, ~ '" '" 00 .. 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