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TRAFFIC IMPACT ANALYSIS (REV)
The City of Boynton Beach DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISON 100 E. Boynton Beach Boulevard P,Q, Box 310 Boynton Beach, Florida 33425-0310 TEL: 561-742-6260 FAX: 561-742-6259 www.boynton-beach.org October 9, 2003 Mr. Masoud Atefi MSCE, Senior Traffic Engineer Palm Beach County Traffic Division Department of Engineering and Public Works P.O. Box 21229 West Palm Beach, Florida 33416 Re:Traffic Study: Anderson PUD LUAR 03-006 REVISED ANALYSIS Dear Mr. Atefi: The enclosed traffic generation statement, prepared by Pinder Troutman Consulting, Inc. was recently received by Planning and zoning for the above-referenced application. Please review the enclosed information for conformance with the County's Traffic Performance Standards Ordinance, and provide Tim Large, Building Code Administrator and me with your written response. If you have questions regarding this matter, please call me at (561) 742-6260. Sincerely, I~Z--- Michael W. Rumpf Director of Planning and Zoning MWR!SC 5:\Planning\5HARED\WP\PROJECTS\Anderson PUD\LUAR 03-006\Revised Traffic,dot AHDERSOH PROPERTY COHCURREHCY TRAFFIC IMPACT AHflL YSIS Prepared for D.R. ttORTO", I"C. Prepared by PI"DER TROOTMA" CO"SOL TI"G, I"C. 2324 South Congress Avenue. Suite 1 tt West Palm Beach, FL ]]406 (561) 4]4-1644 #PTCO]-149 September ], 200] An rea . Troutman, P, E. Florida Registration #45409 r'::, -.,-----T3l ~!^ : I I I 5EP I 5 ~ ANDERSON PROPERTY 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 lULDC). 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 (IT E), Trip Generation, 6th 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, based 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. Report03-149 9,3-03 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 T raffle 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 T raffle 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 projects were considered in the projection of background traffic. Committed development data is provided in Appendix B. Total traffic includes existing traffic, Committed Projects' 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. Report03,1499-3,03 2 T raffle 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, Report03-149 9-3-03 3 o ~ SITE ~ :( '" ~ ,. '" <: 5 ii ANDERSON PROPERTY o <: o '" o ~ u z ~ '" '" <: ~ GATEWAY BOULEVARD NTS, LANTANA ROAD HYPOlUXO ROAD MIN[R ROAD o <: o '" ~ <) o '" I " I ~ '" T ~ ::> z ;:; <: ~ ~ '" <) Z o U 08/28/03 EXHIBIT 1 PROJECT LOCATION ~ '" '" 0 ;:88' , N , "'~'" 8~<"';l I- '" Q. '" .. " ~ M o c w "" '5 E Q) l: c..o o .- .... ..... Q. ~ l: Q) N 0 l: ..... u> Q) :0 ~o ~I .z: -c c.. x l: .>; "-' < I- 0 0 <Xl <Xl <Xl <Xl '" c.. .;: I- JS 0 I- - ~ ~ '" C>I. c: :J 0 0 .., ~ '" 0 ~ Q) ~ c: Q) lJ c.. .;: I- '" '" .~ ::l ::l 0 0 '" c: <Xl <Xl ~ <Xl <Xl c: - Q) 0 L.U "0 t: 0 ~ U N ill ~ :J "0 E c: .. '" ...J "- -%\ .::: '" . -;;; .., c: ., "0 'Vi Q) C>I. "" "" "" "" JS 0 I- '" 0 0 c.. .;: or) or) I- .... ::l is 0 0 I- "- "- ~ ~ c: ~ ;:;:;- "- ~ ~ or) .. ~ C>I. c: :J 0 0 .., ~ .. or) ~ '" Q) c: 0 Q) lJ c.. .;: I- '" '" .~ ::l ::l 0 0 '" c: <Xl <Xl ~ <Xl <Xl c: - Q) 0 L.U -0 t: 0 ~ U N ill ~ :J -0 E c: '" .. "- ...J ~ c: Vi , -;;; .., c: Q) "0 'Vi Q) IX '" '" <Xl <Xl is 0 I- '" N N c.. .;: '" '" I- .... ::l is 0 0 I- "- "- or) or) c: ~ co '" ~ ~ ",. '" ~ C>I. c: :J 0 0 .., ~ .. ~ ~ Q) ~ c: ~ Q) lJ .9- ~ I- '" '" .~ ::l ::l 0 0 '" c: <Xl <Xl ~ <Xl <Xl c: Q) 0 L.U "0 t: 0 ~ U N ill I~ :J "0 E c: '" .. u.. ...J I~ c: Vi ...!. '" .., c: Q) "0 'Vi Q) C>I. (} 0 -' 2- w ;3 C <l> E Q. 0 Qi > 8 -c c ~ -' -c ~ 'c ::J C c- o c :.e ~ 8 -c ~ -<= -<= u ;0 ~ <l> I co E I;! "& w C <l> W -<= 0 ~ "0 ~ 00' <l> W W "- E u ~ ~ Q. <l> E <l> C ." 'a:, c ~ ~ c ~ 0 '~ ~ fl -<= '" 0 Q. 'n; 00 c "- I;! ",' l- ei "0 c J!l 0 .a '", u '", 00 <l> ~ '" Q; <l> Ii Ii ~ ~ 0 0 '" U> S ~ o D NTS, LANTANA ROAD " <: 0 '" w U Z w '" 3: :5 18% 19% 400 2900 2800 HYPOLUXO ROAD ~ 76% ~ 7% SITE " <: 0 "' 24% '" 3' 8% w u " MINER ROAD '" :J: ~ :J: 16% w w :> :< z '" > e- O> <: '" ~ <: ~ e- '" ;; u " z 0 u GATEWAY BOULEVARD 08/28/03 ANDERSON PROPERTY EXHIBIT 3A PROJECT TRAFFIC DISTRIBUTION ~ #PTC03- 149 9/3/2003 Project Assignment 03-149 B-28-03jo Exhibit 3B Anderson Property Project Traffic Assignment Project T ra!fic Total lOSD Existing 89 Peak Hour Project Service Roadway link Lanes % Dist Trios Impact Volume lOR Road to Militarv Trail 4LD 4% 4 0.13% 3020 Hypoluxo Road Militarv Trail to lilwrence Road 6LD 29% 26 0.57% 4550 lavvrence Road to ConllJ'eSS Avenue 6lD 28% 25 0.55% 4550 Military Trail lilntana Road to Hvooluxo Road 6LD 18% 16 0.35% 4550 I Hvooluxo Road to Le Chalet 81vd 6LD 7% 6 0.13% 4550 lilntana Road to t=iVooluxo Road 2l 19% 17 1.22% 1390 Lawrence Road Hvpoluxo Road to Site 5L 76% 68 2.25% 3020 Site to Miner Road 5L 24% 21 0.70"- 3020 Miner Road to Gatewav Boulevard 5l 16% 14 0.46% 3020 Miner Road Site to Gatewav Boulevard 2L 8% 7 0.50"- 1390 #PTC03-149 growth 03-149 8-28-03jo 9/3/2003 Exhibit 4 Anderson Property Historic Growth Dailv Traffic Volumes Growth Roadway 2000 2003 Rate Hypoluxo Road Jog Road to Military Trail 22,359 25,166 4.02% /Year Military Trail to Lawrence Road 29,810 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 ..,. .-0 ~ MO M 9N "'~ 0 ",1:2 u do '" f- "- '" 'llo ..,. ~ M 0 2J E. a-_ C>: C>: ~ .- Cl) u.J u.J ~ ~ U > 0 0 m " '" Cl) 2 0 ft-' z z :c u ::J ::J .>I. 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Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000004608 Station 10: LAWRENCE RO 800N HYPOLUXO RO Start 26-Mar-03 N/A Hour T olals SIA Latitude: 0' 0.000 Undefined Hour Totals Combined Tol.3ls Time Wed Morning Afternoon Mom"" Afternoon Momino Afte~" Mommg Aftemoon Morning Afternoon 12:00 8 65 9 115 17 180 12:1S 0 64 4 93 4 157 1230 1 S2 3 80 4 132 12:45 2 40 11 221 2 82 18 370 4 122 01:00 3 60 5 66 8 126 01:15 3 56 5 96 8 152 01:30 3 57 3 115 6 172 01:45 3 84 12 257 2 108 15 385 S 192 02:00 ~ ~f~!' 1 127 3 246 02:15 3 111 5 19S 02:30 0 111 0 178 02:45 6 404 0 209 4 558 2 343 03:00 1 101 2 123 3 224 03:15 2 82 1 130 3 212 03:30 0 75 3 127 3 202 03:45 3 75 6 333 2 130 8 510 5 205 04.00 0 57 2 149 2 206 04:15 1 73 2 155 3 228 04:30 4 66 2 180 6 246 04:45 2 62 7 258 3 190 9 674 5 252 05:00 7 69 5 ::.;:;.:ti~ 12 254 05:15 14 69 10 ::{yf~;, 24 . 259 05:30 17 67 19 {K:~1~ 36 .' 263. 05:45 18 62 56 267 33 67 823 51 :314 06:00 17 74 26 183 43 . ..1$1 06:15 50 57 :;<:;~~ 152 102 209 06:30 57 65 ~~!I 140 . >'.:!,. 205 06:45 70 56 194 2S2 112 399 S87 .....,m. 168 07:00 119 77 96 .:',}'#t 173 07:15 '>1f~,#,~_. 46 0 96 ;"'.""- .,cflllt. 142 07:30 ;f~i~! 54 0 79 120 133 07:45 38 467 215 0 78 108 349 119 116 08:00 50 0 77 126 127 08:15 86 51 0 73 86 124 08:30 71 62 0 62 71 124 08:45 61 77 344 240 0 56 0 268 61 133 09:00 61 48 0 60 61 108 09:15 54 34 0 60 54 94 09:30 56 32 0 SS 56 87 09:45 55 24 226 138 0 45 0 220 55 69 10:00 48 13 0 40 48 S3 10:15 70 15 0 33 70 48 10:30 62 20 0 28 62 48 10:45 56 15 236 63 0 28 0 129 56 43 11:00 S7 20 0 30 57 50 11:15 111 6 0 17 111 23 11:30 73 S 0 12 73 17 11:45 54 12 295 43 0 13 0 72 54 25 Total 1860 2691 628 4945 2488 7636 Percent 40.9% 59.1% 11.3% 88.7% 24.6% 75.4% CombIned 4551 5573 10124 Total Peak 07:15 02:()() 06:15 OS:()() 06.30 OS:15 Volume 474 404 481 823 784 1093 P.HF. 0.940 0.754 0.575 0.816 0.703 0.797 Start Time 12,00 12:15 12,30 12,45 01000 01015 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 Combined Total Peak Volume PH-F. 26-Mar -03 Wed 8 5 4 5 2 7 2 7 1 2 o 4 "~'''.: 1 2 7 2 3 6 4 12 13 16 24 43 46 80 113 161 154 ;:~.!t ':200 -):.":~: q;!1T 149 138 120 106 99 109 98 100 99 94 105 85 91 110 101 NIA MominQ Afternoon 95 91 103 84 76 112 95 131 ..'fl1II f~:o:~~ <1~: 146 140 138 151 lS2 129 159 104 143 157 lS5 121 128 104 108 91 78 77 81 S2 59 51 68 57 36 36 41 36 25 18 26 14 18 5 12 8 ;.'~ -,-, 3294 43.1% 7638 07:15 956 0.839 4344 56.9% Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 02:00 633 0.833 Hour Totals Mominn 22 400 893 624 412 398 387 18 Afternoon Morning 7 12 7 373 9 10 4 3 414 6 4 2 3 633 4 3 1 1 575 1 7 4 5 544 2 4 6 9 S76 12 21 40 66 4311. 87 .\ifljl ....'...c:;1Qlt 288<f,~ 86 66 74 235 75 67 66 78 149 53 92 81 70 83 90 92 98 92 43 107 2330 29.8'Vo 7 12 25 96 7806 07:00 701 0.843 51A Aftemoon 114 98 111 95 130 125 140 152 163 111 119 134 119 137 133 147 202 172 189 196 ;__-:"2~8 :.;':";;13 '-:;in1 f" 169 131 161 113 115 107 93 102 83 70 76 105 78 53 60 65 50 57 37 23 29 34 12 16 5476 702% 05:00 850 0.962 Page 1 Site Code: 000000004614 Station 10: LAWRENCE RO 700'N GATEWAY BL Morning Latitude: 0' 0.000 Undefined Hour Totals Combined Totals 214 701 301 266 333 389 Afternoon Momino Afternoon 35 15 17 11 418 14 12 11 5 547 13 5 4 3 527 8 4 3 8 536 3 10 10 9 759 14 17 ,', 22 33 850 55 67 120 179 S74 248 ";::,:~ '.430 417;.';;,(2if 303 215 212 334 195 173 167 187 256 151 192 180 164 167 195 177 189 202 91 208 5624 36.4% 15444 O~ ~ 0.922 23 13 6 18 31 209 189 214 179 206 237 23S 283 353 291 236 280 265 277 271 298 354 301 348 300 , 3$1 .310 376 319 297 235 269 204 193 184 174 154 142 121 144 162 114 89 101 101 75 75 63 37 47 39 24 24 9820 63.6% 05:00 /'f426l O":!ml/ 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 w Latitude: 0' 0.000 Undefined Start 10-Mar-03 EJA Hour Tolals W1A-- Hour Totals CombinedT~ Time Moo Momin Afternoon ~oming A~ernoon Morni Afternoon Morning __~Att.e!!lpon Mornin-9 Afternoon ~Oo--- 25 177 19 184 44 36r 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 01:30 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 2S1 38 05:15 19 26 45 05:30 33 33 66 ; 05:45 48 ~ 122 1179 44 119 1054 92 ~",i.: ..~.. "-" 06:00 51 253 54, 105 518 06:15 86 250 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 32S 07:45 127 881 672 116 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 S8 273 130 10:30 143 55 152 47 295 102 10:45 lS2 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 T otal m__ 4224 8567 4603-- 7858 882T 16425 Percent 33.0% 67.0% 36.9% 63.1% 35.0% 65.0% Combine 12791 12461 d Total 25252 Peak 07:1S 05:00 ~-- 07:00 05:'-5 .07:15 05:00 Volume 931 1179 1052 1068 1974 2233 P.H.F 0.966 0.918 0904 0.957 0.938 0.940 JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Harsham, PA 19044 Site Code: 4625 Change These in the Preferences Screen Station I D: GATEWAY BL 1000' W OF CONGRESS AVE Latitude: 0' 0.000 Undefined -------starr--- 11-Mar-03 ElA -Hour Totals WIA Hour Totals Combined Totals Time Toe M?ffiing Aftemoon Momin Afternoon Momin Afternoon Mg.!!!i~~ Afternoon Morning Afternoon 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 27S 13 592 03;15 13 282 10 233 23 515 03;30 15 345 10 222 25 S67 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 29 598 04:30 18 367 2S 246 43 613 04;45 18 353 68 1374 30 255 81 1013 48 608 05;00 17 ;' . 25 262 42 L 05;15 23 ' : 42 65 05;30 39 68 107 p, 05:45 35 . 114 1660 76 211 1137 111, ";' 06:00 31 373 101 132 649 06;15 76 307 145 255 221 562 06;30 102 371 221 244 323 615 06;45 131 252 340 1303 269 246 736 1021 400 498 07;00 158 279 355 242 513 521 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 ..1.97 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% 65.5% Combine 15535 15387 dTotal 30922 Peak 07;15 05:00 07;15 05:15 07;lS 05;00 Volume 858 1660 1495 l1S1 2353 2797 P.H.F 0.894 0.961 0.930 0.966 0.932 0.970 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 OS:OO 05:1S OS: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:lS 1030 10:45 11:00 11:15 11:30 11:45 Total Percent Combined Total Peak Volume P.H.F 26-M<<.OJ We<J EIA Morning 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 9 358 3 280 6 290 9 253 5 312 11 260 12 324 18 366 12 319 E ~\i~ji 117 310 176 369 242 319 :f;f~l: ili 265 185 260 203 188 161 209 193 170 188 160 159 176 187 170 120 155 lS1 166 108 178 97 156 90 189 83 186 60 169 67 197 41 5525 33.4% 16547 07:00 1403 0.868 11022 66.6% Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach. FL 33406 05:15 1517 0.960 Morning Hour Totals 126 85 67 27 46 162 61S 1403 922 676 655 741 Afternoon Page 1 Site Code: 000000004607 Station 10: HYPOLUXO RD 300'E OF MILITARY TR 792 WIA Momina Aftemoon 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 lE }~~IB 144 275 223 277 339 249 i~\i !E 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% 16408 07:00 1634 0.952 9941 60.6% 05:15 1310 0.910 Mom~ Latitude: 0' 0.000 Undefined Hour Totals Combined Totals 102 47 44 226 81S 1634 1085 822 742 812 Afternoon 54 84 Momilla Afternoon 823 69 70 47 42 31 29 46 26 33 26 19 33 26 18 16 21 25 24 30 51 44 85 102 157 . 189 261 399 . .58.1 ;..' . '.7$Z r ; ~.ft1 l:'Y~1 t.. ;'";:B:!3 583 531 457 436 413 353 348 384 337 350 366 344 393 383 38S 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 S68 628 669 629 .. 7Z7 706 :- . 7(15 585 646 568 497 451 392 346 360 379 379 344 319 268 318 241 267 204 179 147 138 107 102 81 20963 63.6% 05:15 2827 0.972 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 03:4S 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 Combined Total Pook Volume P.H.F. 03-Feb-03 Man Momioo 32 29 37 18 16 10 25 15 11 11 7 6 7 1 4 8 11 7 7 11 5 16 14 44 63 56 92 142 :~~f:~i 168 164 151 .159 136 146 135 126 107 152 143 121 165 157 148 175 3942 29.8% 13227 07:00 884 0.870 EJA Aftemoon 159 173 162 195 191 196 198 210 189 2!;7 201 239 227 267 242 252 290 287 288 246 230 192 ~:;~~T!~' ..:' ,'jSO/1. ':""t~ 295 254 204 223 216 171 165 189 187 164 119 144 147 99 96 89 10S 71 73 65 41 51 9285 70.2% Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 05:30 1226 0.970 Hour Totals Morning 116 3S3 884 642 543 523 645 Page 1 Site Code: 4621 Station 10: HYPOLUXO Ro 600' W OF CONGRESS AV W/A 66 Afternoon Momina Afternoon 32 209 20 198 24 196 689 9 210 11 189 15 203 10 186 795 10 194 10 268 9 266 6 273 886 10 250 12 270 15 261 11 .259 988 13 263 22 2S9 20 252 20 288 1111 35 .::..",;;zn 32 {" f-)DO 48 .;L,:>'3Il2. 57 :: > ,." '2H. 1047 92 255 106 307 146 223 202 247 1150 223 244 273 224 ~.~~.;:. ~~; 814 ~'!3;;L~ ~: 323 135 272 135 705 2S1 111 248 108 221 86 176 111 509 209 120 201 79 213 83 191 72 361 194 57 216 60 172 50 210 2S 230 211 41 35 20 36 79 6236 40.6% 15369 07:15 1435 0.869 9133 59.4% 04:45 1189 0968 MomiTvt Latitude: 0' 0.000 Undefined Hour Totals Combined Totals Afternoon 85 46 229 677 1366 1188 854 799 809 Afternoon 35 51 97 Mom"" 64 49 61 27 27 25 3S 25 21 20 13 16 19 16 15 21 33 27 27 46 37 64 71 136 169 202 294 365 474 :""519 ,..,~ 767 ,,' .w ~ L~ ',$111 487 423 410 384 367 311 335 308 365 334 315 381 329 358 386 813 772 1057 1053 1092 1151 1021 515 42S 291 176 10178 35.6% 28596 07:15 2286 0.857 368 371 358 40S 380 399 384 404 457 523 474 489 497 528 501 515 549 S39 576 539 530 494 .,..,~. .$71 ~:'_~ '-:.fKI1 !.~:L:;u 542 498 428 436 378 339 299 324 322 27S 227 230 258 219 175 172 177 128 133 115 66 92 18418 64.4% 05.30 2305 0.949 89 NN ;;:;a, O>~ '" o u '" . .= > . Cl "0 >'! 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AM Peak Hour Intersection volume Development Northbound SouIhbound Ea<lbound we>tbound LT lOrn RT LT lOru RT LT lOru RT LT Thru RT Extsti~ Volume (01/29/01) 29' 196 '7' '83 126 '65 189 1109 2'6 107 ... 270 Peak Season Volume 291 196 17. 183 126 '65 '89 1,109 216 '07 884 270 8rl~nd 303 204 18' 190 131 172 ,,, 1154 225 111 920 28' Boynton Estates 0 3 0 12 7 8 3 0 0 0 0 5 Nye 1 0 0 0 0 1 . 13 . 0 3 0 Dah1wen 20 13 2. 0 4 0 0 0 6 8 0 0 Colony dub , 0 0 0 0 , 6 23 6 0 . 0 Community CommefO? 15 0 0 0 0 7 7 30 15 0 29 0 ChlffiU 18 0 0 0 0 15 17 '6 10 0 19 0 Grove Plaza 15 26 0 30 0 0 0 '8 0 0 0 0 HypoIuxo Square 6 0 0 0 0 5 4 13 9 0 10 0 Okean CJff! R 16 0 0 0 0 11 5 16 7 0 35 0 Total Major Projects 92 " 2. .2 11 48 .6 128 57 8 100 5 % Projed.Traffic 2"" ,'''' 28% "" ,'''' "" "" "" 2"" '8% "" "" Direction out out out ,n in in In ,n In ,n in '" Projed:Traffic 15 10 ,. 0 3 0 0 0 5 5 0 0 Total "0 255 219 232 "5 220 243 1,282 286 12. 1,020 286 Critical Volume Analysis No. 0( lanes 1 2 , 1 2 1 1 3 1 1 3 1 roach Volume 884 597 1,811 1,430 Per lane Volume 410 128 I 219 232 73 220 2.3 .28 286 124 340 T 286 % Tumsfrom exd.lane5 46% I 29% 25% 39% 2'% 37% 13% I 71% "," "" 71" 2"" E/W Effective c . . - I - I - 0.37 - 0.29 - North-South Critical NB LT+SBTH 483 58 IT+NBTH 360 Ea!>t-WeslCritical fB IT+WBTH 583 WB IT+EBTH 552 Maximum Critical Sum 483 + 583 ,,_ STATUS? UNDER PM Peak Hour Intersection Volume ~Iopment Southbound E nd w~ LT '" RT LT '" RT LT '" RT LT RT ExistillR Volume (01/29/01) 192 199 84 137 157 116 149 9.8 204 158 197 Peak Season Volume 192 199 8. 137 157 116 ,.9 948 204 '58 1,151 197 Brl""ol.lnd 200 207 87 ,.3 163 12' 155 986 212 164 1198 205 Boynton E!:tales 0 9 0 8 5 6 10 0 0 0 0 15 Nye . 0 0 0 0 . 2 7 2 0 15 0 Dah,..,n 12 8 ,. 0 15 0 0 0 23 28 0 0 Colony dub 6 0 0 0 0 6 3 11 3 0 22 0 Communlty Commera> 29 0 0 0 0 22 16 96 55 0 68 0 Chimu 25 0 0 0 0 28 29 31 22 0 31 0 """",PI"" 22 36 0 36 0 0 0 22 0 0 0 0 Hypoluxo Square 16 0 0 0 0 9 9 22 15 0 23 0 Okean Offl R 12 0 0 0 0 8 15 48 22 0 26 0 Total MilfOfF'rutects 126 53 ,. .. 20 83 84 236 ,.2 28 185 15 % Project Traffic 2"" 19% 28% "" 19% "" "" "" ,"" 28% "" "" DIrection out out out in in in in in '" in in in Project Traffic 9 6 9 0 11 0 0 0 17 16 0 0 Total 335 266 110 187 193 204 239 1222 371 208 , 383 220 Critical Volume Analysis No. laneo 1 2 1 , 2 1 1 3 1 1 3 1 V ume 711 584 1832 1811 Per lane V; ume 335 133 110 187 97 204 239 408 371 200 461 220 % Turns from exd, lanes '7% 37% 15% 32% 33% 35 13 67% 2"" "" 7'" 12 f/W ective c - - - - D,33 - - 0.38 . South Critical NB IT+SBTH .32 SB LT+ NBTH 320 East.WestOitical EB IT+WBTH 700 WB IT+EBTH 616 Maximum Critical Sum .32 + 700 1,132 STATUS? UNDER ~'r:59 INTERSECTION ANALYSIS SHEET ANDERSON PROPERlY GATEWAY BOULEVARD (@ LAWRENCE ROAD Growth Rate = Peak 5ea>on - Buildoul Year = y"",- ,.00% '.00 2005 4 AM Peak Hour Intersection Volume Development Northbound southbound Ea.Ibound we>lbound IT Thru RT LT Thru RT LT Thru RT LT Thru RT ExIsting Volume (12/1Q!Oll 66 222 154 2.2 47. 243 153 761 .7 '62 600 262 Peak Season Volume 66 222 154 282 47. 243 153 76' .7 162 600 262 Backwouoo 69 231 '60 293 497 253 159 792 91 169 624 273 Boynton Estates 0 1 0 4 2 2 , 0 0 0 0 2 Nye 0 0 0 2 2 0 0 0 0 0 0 , Mlwen 0 , 0 6 3 2 , 0 0 0 0 2 Colony dub 0 0 0 3 3 0 0 0 0 0 0 , Community Comm~ 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 15 0 13 14 9 11 0 0 0 0 15 Hypoluxo Square 0 3 0 4 5 0 0 0 0 0 0 3 Okean Off! R 0 . 0 3 4 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 T mal Major ProjectS 0 44 0 48 44 13 12 0 0 0 0 48 % Projt.'ClTrafflc Do/. 6" Do/. ." 6" 2" '" "" Do/. "" "" ." Direction '" '0 '0 out out out '" '0 '0 '" '0 m Proied: T raffle 0 , 0 4 3 , 0 0 0 0 0 , Total 69 276 '60 345 S44 267 171 7.2 ., '69 624 323 Critical Volume Analysis No. of lanes 1 2 , , I 2 , , 3 <0 1 3 <0 II.pproach Volume S05 1,156 1,054 1116 Per lane Volume 69 T 138 160 345 272 267 '71 295 pJ, '6' 316T pJ, '% Tums from exd. lanes ,..,. "" 3'" "'" 4'" 23" 16" 75" "" 15% 56% "" E/W Effective we - - - - 0.28 I - 0.3 - North-South Critical NBLT+SBTH 34' SB LT+NBTH 483 East-WestCntical fB LT+WBTH 477 WB LT+EBTH 454 Maximum Criti Sum 483 + 477 .60 STATUS? UNDER PM Peak Hour Intersection volume Development ml Southbound E..thound w LT no RT IT ru RT IT RT LT ru RT Existing Volume (12/1 0/01) 127 <05 25' '48 297 92 135 720 106 262 1014 2<0 Peak Season Volume 127 <OS 25' 148 297 92 135 720 106 262 1,014 2<0 Bad:QfOUnd 132 421 26' 154 309 96 ,<0 749 112 273 '055 2SO lJo}mton Estates 0 2 0 3 , , 2 0 0 0 0 5 Nye 0 2 0 , , 0 0 0 0 0 0 2 OahlWen 0 3 0 3 2 , 3 0 0 0 0 7 Colony dub 0 3 0 2 1 0 0 0 0 0 0 3 Community Commerce 0 14 0 2. 27 0 0 0 0 0 0 15 Chimu 0 12 0 11 11 0 0 0 0 0 0 13 <:><we""'" 0 20 0 " 20 13 13 0 0 0 0 19 HypoIuxo Square 0 . 0 7 . 0 0 0 0 0 0 . Okean Offl 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 TotaJ Major Projects 0 70 0 .4 .2 15 ,. 0 0 0 0 77 % Project Traffic "" 6% "" .% 6% 2% 2% "" "" "" "" .% Direction '" '" io out out out '0 io '" '0 io m Project T raffie 0 3 0 3 2 1 , 0 0 0 0 5 Total 132 4'4 26' 24' 393 112 159 749 112 273 1055 332 Critical Volume Analysis No. of lanes , 2 1 , 2 , , 3 <0 , 3 <0 ^pproach Volume 887 746 1020 '660 Per lane Y, ume 132 247 261 241 '97 112 159 2.7 pJa 273 463 pJ, % T ums rom 00. Lanes "% ,,% "'% 32 ,'" ,,% '6 73% I "" 16% "" fJW E edive c - - - I . - 0.23 - - 0.39 - North-South Critical NB LT+SBTH 329 58 LT+NBTH 488 fast-WestCriti fB LT+WBTH 612 WB LT+EBTH 5SO Maximum Critical Sum ... + 612 1,100 STATUS? UNDER ~1300 ..J ~ o .... Ii: ~ ::;) a: :I: .... ~ .... ..J ~ f- a: <( '" ::;) a: :I: ~ '" ~ <( '" Ii: U'i ::;) a: :I: ~ ~ U'i Ii: <( z ::;) a: ~ .... ..J <( Z w ~ c a: :I: ~ D.. en z ~ z o i= <( (.) o ..J '" ~ '" ..,. '" .... N .... '" '" 00 ..,. '" '" .... '" ~ ~ .... 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