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TRAFFIC IMPACT ANALYSIS (SEP 2003)
AttDEitSOtt PitOPEitTY COttCUititEttCY TitAFFIC IMPACT AttAL YSIS Pr12par12d for D.R. HORTO". I"C. Pr12par12d by PI"DER TROUTHfI" CO"SULTI"G. I"C. 2324 Sooth Congr12ss flv12no12. Soit12 1 H W12st Palm B12ach. FL ]]406 (561) 4]4-1644 #PTCO]-149 S12pt12mblZr ]. 200] , t__ o~ .) :) ~\ ~., \ v--' ~b \ \ ",0 \ i" 11\\'1 , ndr a M. Troutman, P.E. FI ida istration #45409 !aIii 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 (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 T raffie 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 (ITE), 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, 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. Report03-749 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 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 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. ReportOJ-749 9-J-03 2 Traffic 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. Report03-1499-3-03 3 o '0 N.TS. LANTANA ROAD o <: o '" U z ~ '" " :5 HYPOlUXO ROAD MINER ROAD o <: o '" I) o '" I g ~ ~ ~ "" 5: SITE ~ <' '" .. >- '" <: S " ~ ::J Z > <: ~ ::l '" LJ Z o U GATEWAY BOULEVARD 08/28/03 ANDERSON PROPERTY EXHIBIT 1 PROJECT LOCATION ~ "" M 0 <<;toM r;-~o M-c6 B~N ~""d, .. ~ ~ cO o c ~ "" .S € Q) c: 0.0 e '.0 c.. ~ c: Q) N 0 c: .<l:: (/) Q) ..c Qj <.J >-1 E"O a. ::;0- )( C"i:: ......... L.l.J<~ 0 0 <1) <1) <1) <1) '" 0- .;: I- ~ 0 I- ~ So 2 '" 00: c: ::> 0 0 ..., ~ '" 0 ~ OJ ~ c: OJ " 0- .;: I- '" '" -~ '" '" 0 0 '" c: <1) <1) 2 <1) <1) c: - OJ 0 u.J -c t::: 0 ~ U N 5: ~ :J -c E c: '" '" u... -' OJ I~ c: Vi , '" ..., c: OJ -0 'v; OJ 00: '"' '"' '"' '"' ~ 0 I- '" 0 0 0- .;: '" '" I- ... '" ~ 0 0 I- "- "- ~ ~ c: 2! on "- J!J ~ '" '" 2! 00: c: ::> 0 0 -.., ~ '" '" ~ OJ "- c: 0 OJ " 0- .;: I- '" V> -~ '" '" 0 0 V> c: <1) <1) 2 <1) <1) c: OJ 0 u.J -c t::: 0 ~ U N 5: ::> ~ -c E c: '" '" u... -' i~ c Vi , '" ..., c: OJ -0 'v; OJ 00: '" '" <1) <1) ~ 0 I- '" N N 0- .;: M M ... I- '" ~ 0 0 I- "- "- '" '" c: - '" 2! M J!J ~ ... '" ~ 00: c: ::> 0 0 ..., ~ '" ~ ~ OJ q <: ~ OJ " 0- -;: l- V> V> -~ '" '" 0 0 V> c: <1) <1) 2 "" "" <: OJ 0 u.J -c t::: 0 ~ U N 5: l.c ::> -c 'E c '" '" u... ....J I~ c Vi , '" .'" c: '" -0 -v; OJ C! ci 0 ~ 2 ~ 8 ~ c ~ E "- 0 0; > 8 -0 c '" ~ -0 ~ C ::;) cO C 0 ~ :f2 ~ <3 -0 W .c .c u :c '" 1 ~ '" E I:! ~ '" c ~ '" -5 lJ 0 ;: ID w ~ .. ~ ~ u ~ '" "- ~ E ~ C -0 '60 c '" w .31 c l!: 0 -., '" {'I .c on 0 ~ "- '';; ~ c .. '" ",. ,= 0 '0 ~ ~ .'!i 0 " ~ .~ u ~ Jl E a; ~ i! i! ~ " 0 0 on on S ~ o o N.TS. LANTANA ROAD 0 <: 0 '" ~ u z :;! " <: ~ 18% 19% 400 2900 2800 HYPOLUXO ROAD ~ 76% ~ 7% SITE 0 <: 0 "' 24% '" ".' 8% I) 0 MINER ROAD '" I g I 16% ~ ~ ::J <' Z " > e- >- <: '" ~ <: ::l e- '" ::0 LJ " Z 0 U GAHWAY BOULEVARD 08/28/03 ANDERSON PROPERTY EXHIBIT 3A PROJECT TRAFFIC DISTRIBUTION ~ #PTCOJ.-149 9/3/2003 Project Asstgnment 03-149 8--28-03jo Exhibit 36 Anderson Property Project Traffic Assignment Proiect Traffic Total lOSD Existing 89 Peak Hour Project Service Road way link lanes % Dist Trips Impact Volume loa Road to Military Trail 4LD 4% 4 0.13% 3020 Hypoluxo Road MilitalV Trail to Lawrence Road 6LD 29% 26 0.57% 4550 Lawrence Road to Conoress Avenue 6LD 28% 25 0.55% 4550 Military Trail lantana Road to Hvooluxo Road 6lD 18% 16 0.35% 4550 J Hvooluxo Road to le Chalet Blvd 6LD 7% 6 0.13% 4550 Lantana Road to Hvooluxo Road 2l 19% 17 1.22% 1390 Lawrence Road Hvooluxo 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 Gateway Boulevard 2l 8% 7 0.50% 1390 #PTC03-149 growth 03-149 8-28-03jo 9/3/2003 Exhibit 4 Anderson Property Historic Growth Daily 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 3.400/0 /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 3.400/0 /Year "" 0 ,.,., "" --0 ~ ""'0 ,.,., 9 N "'~ 0 N!:2. u do "" f- "- "" '*' "" ~ M 0 2l E ~ -.: E So U) ';;; >- <U c:: < ~g Q) .- a.tl o Q) .... 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I LEGEND 38 - AM PEAK HOUR (24) - PM PEAK HOUR 880 - AADT o <( o '" w U Z w '" 3: <( -' ANDERSON PROPERTY EXHIBIT 7 PROJECT DRIVEWAY VOLUMES N.T.S. ~ 08/28/03 ~ Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach. FL 33406 Page 1 Site Code: 000000004608 Station 10: LAWRENCE RO 8oo'N HYPOLUXO RO Latitude: 0' 0.000 Undefined 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 04:1S 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 P.HF. 26-Mar..o3 Wed Morning 8 o 1 2 3 3. 3 3 2 " 2 o 2 1 2 o 3 o 1 4 2 7 14 17 18 17 50 57 70 119 ;lil 86 71 61 61 54 56 55 48 70 62 56 57 111 73 54 1860 40.9% N/A Afternoon 65 64 52 40 60 56 S7 li4 101 82 75 75 57 73 66 62 69 69 67 62 74 '>7 65 56 77 46 54 38 50 51 62 77 48 34 32 24 13 15 20 15 20 6 5 12 2691 59.1% 4551 07:15 02:00 474 404 0.940 0.754 Hour Totals Momi Afternoon 11 12 194 467 344 226 236 295 6 6 7 56 S/A Aftemoo" 9 115 4 93 3 80 2 82 5 66 5 96 3 115 2 108 1 127 3 111 o 111 o 2oo 2 123 1 130 3 127 2 130 2 149 2 155 2 180 3 190 ~~ ~!~}~i 33 ':;Z~",yi.n 26 183 252 ilij ~E o 96 o 79 o 78 o 77 o 73 o 62 o 56 o 60 o 60 o 55 o 45 o 40 o 33 o 28 o 28 o 30 o 17 o 12 o 13 628 4945 11.3% 88.7% Momin 221 257 404 333 258 267 215 240 138 63 43 5573 06:15 05:00 481 823 0.575 0.816 Hour Totals Morning Afternoon 18 15 4 8 9 67 399 108 o o o o Combined Totals Morning Afternoon 17 180 .4 157 4 132 4 122 8 126 8 152 6 172 " 192 3 246 5 195 o 178 2 343 3 224 3 212 3 202 5 205 2 206 3 228 6 246 5 252 12 254 24 ~,:::(_:'is9'; ~(,:A~ 43"".CC",:=m' 102 209 587t\ft3~ ~~~ ij(~:iF~ ~:~ 120 133 119 116 126 127 86 124 71 124 61 133 61 108 54 94 56 87 55 69 48 53 70 48 62 48 56 43 '>7 50 111 23 73 17 54 25 2488 7636 24.6% 75.4% 370 385 558 510 674 823 349 268 220 129 72 10124 06.30 05: 1 5 784 1093 0.703 0.797 Start Time 12:00 12:15 12:30 12:4S 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 Combined Total Peak Volume PHF. 26-Mar-03 Wed NfA Morning Afternoon 8 95 5 91 4 103 5 84 2 76 7 112 2 95 7 131 ~~~~f("~l.~: 1 146 2 140 7 138 2 151 3 152 6 129 4 159 12 104 13 143 16 157 24 155 43 121 46 128 80 104 113 108 161 91 154 78 t:wiJ~iS; E " ':;:~lrf 59 149 51 138 68 120 57 106 36 99 36 109 41 98 36 100 25 99 18 94 26 105 14 85 18 91 5 110 12 101 8 3294 43.1% 4344 56.9% 7638 07:15 956 0.839 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 02:00 633 0.833 Hour Totals Mornino 22 18 12 25 96 400 893 624 412 398 387 Afternoon 7 Page 1 Site Code: 000000004614 Station ID: LAWRENCE RD 700'N GATEWAY BL 373 Sf A Morning Afternoon 7 114 12 98 7 111 9 95 10 130 4 125 3 140 6 152 4 163 2 111 3 119 4 134 3 119 1 137 1 133 1 147 7 202 4 172 5 189 2 196 4218. 6.,:c'0~,t,~, 1; f,l'\';i~~ 21 169 40 131 66 161 87 113 ';'--'\:t;15$" 115 ':~:;Ii :~~ 86 83 66 70 74 76 7S 105 67 78 68 53 76 60 53 65 92 50 81 57 70 37 90 23 92 29 98 34 92 12 107 16 414 633 575 544 576 431 288 235 149 83 43 2330 29.8% 5476 70.2% 7806 07:00 701 0.843 05:00 850 0.962 Mominn Latitude: 0' 0.000 Undefined Hour Totals Combined Totals Afternoon 35 23 13 214 701 301 266 333 389 Afternoon 6 18 31 Mominn 418 15 17 11 14 12 11 5 13 5 4 3 8 4 3 8 3 10 10 9 14 17 22 33 55 67 120 179 248 "-''''. :~~i2", -' .~- :~3;:t;1~' 303 215 212 195 173 167 167 151 192 180 164 195 177 189 202 208 5624 36.4% 547 527 536 759 850 574 417 334 256 167 91 15444 o~ ~ 0.922 209 189 214 179 206 237 235 283 353 291 236 280 265 277 271 298 354 301 348 300 - -~,'- .. . 3M' 'WD, . 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 (1426J .~ 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: 0' 0.000 Undefined Start 10-Mar-03 ElA Hour Totals W/A Hour Totals Combined Totals Time Moo Momin Afternoon Momin Afternoon Momi Afternoon Momin Afternoon Momin Afternoon 12:00 25 177 19 164 44 361 12:15 1S 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 . 16 251 38 ,,' 05:15 19 26 r, 45 i_ 05:30 33 33 ~~ ~~,._22&~r' 05:45 48 122 1179 44 119 1054 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 "1' 201 445 383 07:15 201 148 349 07:30 162 163 325 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 1S1 131 174 84 325 215 09:15 143 146 170 79 313 225 09:30 134 108 164 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 S2 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 4224 8567 4603 7858 8827 1642S Percent 33.0% 67.0% 36.9% 63.1% 35.0% 65.0% Combine 12791 12461 25252 dTotal Peak 07:15 05:00 07:00 05:15 07:15 05:00 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 BL 1000' W OF CONGRESS AVE Latitude: 0' 0.000 Undefined Start 11-Mar-03 ElA Hour Totals W/A Hour Totals Combined Totals Time Tue Momi Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin 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 5 275 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 53 68 1374 30 255 81 1013 48 608 05:00 17 ,'- 25 262 42 ; 05:15 23 42 r\: 65 05:30 39 68 ...\, 107 05:45 35!>:-~ 114 1660 76 211 1137 111 06:00 31 373 101 :;.,':::t:" 132 649 06:15 76 307 145 255 221 562 06:30 102 371 221 244 323 61S 06:45 131 252 340 1303 269 246 736 1021 400 498 07:00 158 279 355 242 513 521 07:15 253 1; 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 9S 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 82 229 39 399 101 11:15 162 69 223 36 385 105 11:30 168 S5 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% 65.5% Combine 15535 15387 30922 d Total Peak 07:15 05:00 07:15 05:15 07:15 05:00 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 Start 2........-<13 E/A Hour Totals W/A latitude: 0' 0.000 Undefined Hour Totals Combined Totals Time Wed Morning Afternoon MQ<ruOQ Afternoon M=rn Memoon Mominn Afternoon Momino Mernoon 12:00 36 207 33 215 69 422 12:15 40 195 30 226 70 421 12:30 28 203 19 190 47 393 12:45 22 187 126 792 20 1.92 102 823 42 379 01:00 18 212 13 220 31 432 01:lS 21 2i6 8 209 29 425 01:30 30 213 16 249 4S 462 01:45 16 188 85 829 10 212 47 890 26 400 02:00 21 303 12 207 33 510 02:15 16 246 10 224 26 470 02:30 11 212 8 259 19 471 02:45 19 355 67 1116 14 298 44 988 33 653 03:00 9 358 17 284 26 642 03:15 3 280 15 287 18 567 03:30 6 290 10 283 16 573 03:45 9 253 27 1181 12 261 54 1115 21 514 04:00 5 312 20 278 25 590 04:15 11 260 13 308 24 568 04:30 12 324 18 304 30 628 04:45 18 366 46 1262 33 303 84 1193 51 669 05:00 12 319 32 310 44 629 ~;i 54 ~f~~i 85 . -.-,---. 05:15 31 :".,"-71]: 05.30 41 61 102 ,- ~ '.106 05:45 78 162 1469 79 226 1282 157 -. m .~. 06:00 80 109 189 ',J ',";~ 71)5, 06:1S 117 310 144 275 261 585 06:30 176 369 223 277 399 646 06:45 242 319 61S 1365 339 249 815 1139 581 S68 07:00 :!~i 261 ~Ii 236 iE~~; 497 07:15 249 202 451 07:30 222 170 i;i~E~i: 392 07:45 183 1403 915 183 1634 771 346 08:00 265 185 318 175 583 360 08:15 260 203 271 176 531 379 08:30 188 161 269 218 457 379 08:45 209 193 922 742 227 151 1085 720 436 344 09:00 170 188 243 131 413 319 09:15 160 159 193 109 353 268 09:30 176 187 172 131 348 318 09:45 170 120 676 654 214 121 822 492 384 241 10:00 155 151 182 116 337 267 10:15 166 108 184 96 350 204 10:30 178 97 188 82 366 179 10:45 156 90 655 446 188 57 742 351 344 147 11:00 189 83 204 55 393 138 11:15 186 60 197 47 383 107 11:30 169 67 216 35 385 102 11:45 197 41 741 251 195 40 812 177 392 81 Total 5525 11022 6467 9941 11992 20963 Percent 33.4% 66.6% 39.4% 60.6% 36.4% 63.6% Combined 16547 16408 32955 Total Peak 07:00 05:15 07:00 OS:IS 07:00 05:15 Volume 1403 1517 1634 1310 3037 2827 P.HF 0.868 0.960 0.952 0.910 0.911 0.972 Palm Beach County T rafflc Engineering 160 S. Australian Ave West Palm Beach. FL 33406 Page 1 Site Code: 4621 Station 10: HYPOLUXO RO 600' W OF CONGRESS AV Start 03-Feb--03 ElA Hour Totals WIA Latitude: 0' 0.000 Undefined Hour Totals Combined Totals Time Man Mominn Afternoon Morning Afternoon MorninG Afternoon Momina Afternoon Momina 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 Z7 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 02:30 7 201 6 273 13 474 02:45 6 239 35 886 10 250 35 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 21 515 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 ~~~I 97 1092 46 539 05:00 5 230 32 37 530 05:15 16 192 48 64 494 ~ i:i::;~~~l:l': -'V~..~ 05:30 57 71 ,;:,"C/:6f13' 05:45 79 1047 92 255 229 1151 136 ;~;.::~jYW1 06:00 : :;~~~I: 106 307 169 ':"i/ <<11 06:15 146 223 202 :,t::If;24 06:30 92 29S 202 247 294 542 06:45 142 254 353 1150 223 244 677 1021 365 498 07:00 ~fl~! 204 "~Kf~!;~ 224 474 428 07:15 223 213 :;;;;/~ 436 07:30 216 162 ::T~:$50 378 07:45 171 884 814 t:~3:Et~~~ 168 1366 767 ,,;:o;_~r 339 08:00 168 165 <D,0;~2:{ 134 il.f5c$1Q 299 1i8:15 164 189 323 135 487 324 08:30 151 187 272 135 423 322 08:45 159 164 642 705 251 111 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 09:4S 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 17S 51 645 230 211 41 809 176 3B6 92 Total 3942 9Z85 6236 9133 10178 18418 Percent 29.8% 70.2% 406% 59.4% 35.6% 64.4% Combined 13227 15369 Total 28596 Peal<. 07:00 05:30 07:15 04:45 07:15 05:30 Volume 884 1226 1435 1189 2286 2305 PHF. 0.870 0.970 0.869 0968 0.857 0.949 89 ~r-:- ~~ Q:;~ '" o u IE . .= > . o ~ Il E E o u o < o '" '" ~ z :;: o >- o '" ~ ::> ~ o 0. 0>- J: ~ o '" ~ o < ~ ~ u z ~ '" ~ '" 0. ;: >- '" < ~ 0. o z ::> o '" J: >- '" o z ~ .( ~ ].~ ~,:: ::> ~ < >= z ~ o ;;; ~ '" z o z ~ < >= z ~ o ;;; ~ '" <('l~~\O'" ~ .- '* '* '* '* ~..,goo~oo cOOr--.oo :)~~ ~.- IS. ~ 5 o >- ~CC~\OI.O tl ~ -e- o. ~ ~ E E ~ o ;;; U 0 . 0- '" C ~<n:= .~ ~ ~ 0 E :;J 1V..2 c EJ~~158-m 0...1: ... >-..;;0: UUOIO ~ ].9- c,:: ::> l"'1'-~~ :;: *'* ~.5~*oo CIt'lNOO ::> ~- .~ ,:: 5 o >- U"I<"':Io::t~ tl ~ '[ 0. . .!l ,;: ~ ~ ~ u .s ~>- ~IV::2~ o >- "lI 0 c:czou -" .2 N ~ '" o Tj o >- '" ~ Tj o >- '" - .. o '" "" .S C o o U ~ J5 o o o ~ C ~ ." .~ ~ '" ~ o Z N .. o '" "" ~ ~ o o U ~ J5 o o o " ." o ~ ." .~ ~ '" .r!- .= ." ~ o .B ~ to o Z Tj o >- o < ~ '" ~ z :;: o >- o '" o x ::> o 5: J: ~ o '" ~ ~ ~ o < o '" ~ u z ~ '" ~ '" 0. ;: >- '" < ~ 0. o z ::> o '" J: >- ::> o '" ~ .( ~ ] .~ ~,:: ::> ~ :;: >- ~ '" ~ < >= z ~ o ;;; ~ '" ~ON ~ ~ ~.... ~ '-** 0,*,* *-]005-00 c:O Of".,o 0 ::> .~ .= 5 o >- ~;:: ~ a- f"., tl ~ '0 <t B ~ E 5 ~ U 5-o! 12 ~6t: C - x 0 E ::I ~~ c: E ,;; i'5 8.. al 8 D 0 :to ~ ] .r!- ~.= ::> f".,"'t::f"., ~ '5'#.#.** "*,.QOlt'loo l:1I'\NOO ::> ~~ IS. ~ Tj o >- ::o::t;::f"., tl ~ '0 <t . .!l .s! .g I.I.J i::U c: ~ >- B tI.O c: C:o:l1::C...Q 6>-",0 c:czou '" .... 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'0 .Sl 'e- .Sl .;: !!l .Q "- %i .Q ~ ~ ~ w cD ~ ~D ~ ~ S ~>- 0 ~ >- ~Q.l~..Q 19 ~a.I:E..Q 19 o >--!'II 0 0 o >--"' 0 0 ~zou f- ~zOu f- INTERSECTION ANALYSIS SHEET ANDERSON PROPERlY HYPOLUXO ROAD (@ LAWRENCE ROAD Growth Rate = Peak Season = Buildout Year = Years = 1.00% 1.00 2005 4 AM Peak Hour lnter.;edion volume Development Northbound southbound Wtbound W""",,"nd LT Thru RT LT Thru RT IT Thru RT LT Thru RT ExistiOK volume (01/29/01) 291 196 174 183 126 '.5 189 1109 2'. '07 884 270 1~~Volume 29' '9. 174 '83 12. ,.5 189 1,109 2'. 107 884 270 8 nd 303 204 18' '90 131 172 197 1,154 225 ", 920 28' -""''''' 0 3 0 12 7 8 3 0 0 0 0 5 Ny. 1 0 0 0 0 1 4 13 4 0 3 0 Dahlgren 20 13 24 0 4 0 0 0 . 8 0 0 Colony dub , 0 0 0 0 1 . 23 . 0 4 0 Community Commerce 15 0 0 0 0 7 7 30 '5 0 29 0 Chimu 18 0 0 0 0 15 '7 ,. 10 0 19 0 Grove ~aza 15 2. 0 30 0 0 0 18 0 0 0 0 Hypoluxo Square . 0 0 0 0 5 4 13 9 0 10 0 Okean Off! R ,. 0 0 0 0 11 5 ,. 7 0 35 0 Total Major ProJects 92 41 24 42 11 48 46 128 57 8 100 5 % Project Traffic 2"" ,'''' 28% "" ,'''' "" "" "" 290/0 28% "" "" Dired:lOfl out out 0" ;n ;n ;n ;n ;n ;n ;n ;n '" Project Traffic '5 10 '4 0 3 0 0 0 5 5 0 0 Total 410 255 219 232 145 220 243 1,282 286 124 ',020 286 Critieal Volume Analysis No. of lanes 1 I 2 1 , 2 , 1 3 , 1 1 3 1 road1 Volume 884 597 1,811 1,430 Per lane Volume 410 128 219 231 73 220 243 428 28. 124 I 340 28. % Tums from EOO::I. l_ 46% I 29% 25~ 3"" 24'" I 3nt. 13% 71% ,.% "" 71% ,,'" E/W Effedive c T - - - 0.37 - - 0.29 North-SouthCritiGll NB IT+SBTH 483 5BlT+NBTH 360 East-West Critical EB IT+WBTH 583 WBlT+EBTH 552 Maximum Critica Sum 483 + 583 1,066 STATUS? UNDER PM Peak. Hour Inter1ledion Volume Development Northbou SOUthbound nd w_u LT Thru RT IT Thru RT IT ru RT IT ru RT ExistiflK Volume (01/29/01) '92 199 84 137 157 11. 149 948 204 '58 1151 '97 Peak Season Volume 192 199 84 137 157 11. '49 948 204 158 1,151 197 BrloITlund 200 207 87 143 '.3 121 155 98. 212 '64 1198 205 Boyntoo """'" 0 9 0 8 5 6 '0 0 0 0 0 15 Nye 4 0 0 0 0 4 2 7 2 0 '5 0 Dah1wen 12 8 '4 0 15 0 0 0 23 28 0 0 Colony dub . 0 0 0 0 . 3 " 3 0 22 0 Community Commerce 29 0 0 0 0 22 ,. 9. 55 0 68 0 Olimu 25 0 0 0 0 28 29 31 22 0 31 0 G=eP1= 22 3. 0 3. 0 0 0 22 0 0 0 0 Hypoluxo Square ,. 0 0 0 0 9 9 22 '5 0 23 0 Okean 001 R 12 0 0 0 0 8 15 48 22 0 2. 0 Total Major Projects 12. 53 '4 44 20 83 84 23. 142 28 185 15 % PmjedTrafflC 29% ,"" 28" "" ,.." "" "" "" 2"" 28" "" "" DIrection out out 0" ;n ;n ;n ,n ,n ;n '" ;n ;n ProjedTraffrc 9 . 9 0 " 0 0 0 17 ,. 0 0 Total 335 266 110 187 193 204 239 1222 371 208 '383 220 Critical Volume ArlaJysis No. of lanes 1 2 1 1 2 1 1 3 1 1 3 1 , Y, ume 711 584 '832 '611 ""lone urn. 335 133 110 187 97 204 239 408 371 200 461 220 % Turns rom ."'"'" 47% 3 '5% 32% 33% 35% 13 .7" 2"" "" 7." 12" f/W ""'... c - - - - - - 0.33 - 0.38 - Criti NB LT+SBTH 432 SBLT+NBTH 320 Easl.WestCriti EB LT+WBTH 700 WB LT+ EBTH 61. Maximum Critical Sum 432 + 700 - 1,132 STATUS? UNDER 9/.!J/2OlI311:59 INTERSECTION ANALYSIS SHEET ANDERSON PROPERTY GATEWAY BOULEVARD (@ LAWRENCE ROAD Growth Rate = Peak 5e;oon - Buildout Year = Years = ,.00% '.00 2005 4 AM Peak. Hour Intersed:Joo Volume Development Northbound Southbound ~ Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT ExistirlRVoIume ll2/1G'01I 66 222 '54 282 4'8 243 '53 '6' 8' '62 600 262 Peak Season Volume 66 222 154 282 4'8 243 '53 '6' 8' '62 600 262 Backoround 69 231 '60 293 49' 253 159 792 9' 169 624 273 Boynton Estates 0 1 0 4 2 2 1 0 0 0 0 2 Ny. 0 0 0 2 2 0 0 0 0 0 0 1 o.hlwen 0 1 0 6 3 2 1 0 0 0 0 2 Colony dub 0 0 0 3 3 0 0 0 0 0 0 , Community Commerce 0 , 0 8 , 0 0 0 0 0 0 8 Chimu 0 9 0 5 5 0 0 0 0 0 0 9 Gn-we PI"", 0 15 0 13 14 9 " 0 0 0 0 15 HypoIuxo Square 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 8 0 0 0 0 0 0 0 0 0 0 0 0 Total Major Projects 0 44 0 48 44 13 12 0 0 0 0 48 % Proied-Traffic "" 6% "" 8% 6% 2% 2% 0% "" 0% 0% 8% Direction ;n '" ;n out out out ;n in ,n ;n ;n ;n Project Traffic 0 , 0 4 3 , 0 0 0 0 0 , Total 69 276 160 345 544 267 171 792 91 169 624 323 Critical Volume Analysis No. of lanes 1 2 I 1 1 2 I 1 , 3 <0 , 3 <0 roach Volume 505 1,156 1054 1,1'6 Per lane Volume 69 138 160 345'- 272 267 '71 295 n/a 169 316 -1 n/, % Tums from exd. lanes ,.,. 55% 32% 30% 47% 23% 16% ,,,, 0% 15% 56% 0% E/W Effective c - - - - - 0.28 - 0.3 - North-South Critical NBlT+SBTH 341 58 IT+ NBTH 483 [asL-WestCritirnl EB IT+WBTH 472 WB LT+ EB TH 454 Maximum Critical Swn 483 + 472 960 STATUS I UNDER PM Peak Hour Intersection Volume Development NOrthbound South nd ,....... we.tbound LT ru RT LT ru RT IT Thru RT LT Thru RT ExistinR Volume (12/10/01) 127 405 25' 148 29' 92 135 720 108 262 1014 240 Peak Season Volume 127 405 251 148 297 92 135 720 108 262 1,014 240 B.ackornJ'nd 132 421 26' 154 3<l9 96 140 '49 112 273 1055 250 """'Ion "..., 0 2 0 3 1 , 2 0 0 0 0 5 Nye 0 2 0 1 1 0 0 0 0 0 0 2 Dahl""" 0 3 0 3 2 , 3 0 0 0 0 , Colony dub 0 3 0 2 , 0 0 0 0 0 0 3 Community Commerce 0 14 0 28 27 0 0 0 0 0 0 15 Chimu 0 12 0 " " 0 0 0 0 0 0 13 Gn-we ,""" 0 20 0 19 20 13 13 0 0 0 0 19 HypoIuxo Square 0 8 0 7 8 0 0 0 0 0 0 8 OIc:ean Off! R 0 6 0 " " 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 Total Major Projects 0 70 0 84 82 15 '8 0 0 0 0 77 ~Profed.TraffiC "" 6% "" 8% 6% 2% 2% 0% "" 0% "" 8% Clired:ion in ;n ;n out out out in ,n .n in ;n in Projec1Traffic 0 3 0 3 2 1 1 0 0 0 0 5 Total 132 494 26' 241 393 112 159 749 112 273 1055 332 Critical Volume Analysis No. of lanes 1 2 1 1 2 , 1 3 <0 1 3 <0 road! Volume 887 746 1020 1660 Per l1me V ume 132 247 26' 241 '97 112 159 287 n/a 273 463 n/a % Tums ..d. l_ 15% 56" I 2% 32% 53% 15% ,. 73% 0% ,.% 64% "" EJW """'" c - - - - 0.23 - - 0.39 - N South eriti NB IT+SBTH 329 SB IT+NBTH 488 East.West.Criti EB LT+WBTH 612 WB IT+EBTH 550 Maximum Qil:ical Sum 488 + G12 1,100 STATUS I UNDER ~13:OD 0>. DO N 0>. 0 I(') f""'l I.Q 1,0 0>. r- 00 r<') I") 7 \,Q \,Q f""'l l"') ..J ~ o f- Ii: ~ ::> a: :I: ~ f- ..J <l: :1:: Ii: <l: 1Il ::> a: :I: ~ f- ..J <l: 1Il Ii: i5 o 0 V f""'l N r- I(') l"") 0-. ">1'" '" '" '" ::> a: :I: ~ :; i5 Ii: <l: z ii! ~ f- ..J <l: z 111 ~ o a: :I: ~ 11. 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