CONCURRENCY TRAFFIC IMPACT ANALYSIS (JUN 2004)
STERLIHCi RECORDS MAHACiEMEHT
COHCORREHCY TRAFFIC IMPACT AHAL YSIS
Prepared for
CO"STROCTIO" CO"SOL TI"G GROOP
Prepared by
PI"DER TROOTHA" CO"SOL TI"G. I"C.
2324 Sooth Congress Avenae. Saite 1 H
West Palm Beach. FL 33406
(561) 434-1644
#PTC04-092
Jane 8. 2004
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A . r M. Troutman, r.E.
Florba R tration #45409
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STERLING RECORDS MANAGEMENT
CONCURRENCY TRAFFIC IMPACT ANALYSIS
I ntrod uction
Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a
proposed 149,150 SF Warehouse within Palm Beach County. The purpose of this study is to
determine if the proposed development meets the requirements of Article 12, Traffic Performance
Standards, of the Palm Beach County Unified Land Development Code (ULDC).
Site Data
The site is located on the north side of SW 35th Avenue, just east of Congress Avenue as shown on
Exhibit 1. A traffic study was already approved for the site and the first phase was constructed. This
new study examines a buildout extension. The entire project must be addressed because the first
phase has not existed for more than five (5) years. Access to the proposed project is via one (1)
roadway connection to Congress Avenue. Issues related to driveway location, turn lanes and
geometries would be addressed during final design. Any reference to intersection geometries is
conceptual in nature and subject to final design and approval by others. Year 2006 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 rafflc
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, 7th 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
Report 04-092 6-8-04
peak hour trip generation of 104, the Test 1 radius of development influence is two (2) miles.
The Test 2 radius of development influence is one (1) mile.
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 December 2003. No roadway improvements are scheduled within
the radius of development influence.
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. Total traffic includes existing traffic,
Committed Projects' traffic or historic growth and Project traffic.
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
Report 04-092 6-8-04
2
intersections of Congress Avenue with SW 30th Avenue and Summit Drive were analyzed and
are included in Appendix B. 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 0 are required to be analyzed. Exhibit 6 shows future
two-way AM and PM peak hour traffic conditions for the analyzed roadway links. All
roadway links are projected to operate at the adopted two-way peak hour standard.
Test 2 (Model Test)
Test 2 examines traffic conditions based on model projections that are developed and
maintained by Palm Beach County. There are no Test 2 deficiencies within the scope of
development influence; 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 the requirements of the Traffic
Performance Standards of Palm Beach County.
Report 04-092 6-8-04
3
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04-096
EXHIBIT 3A Inel
PROJECT TRAFFIC DISTRIBUTION
TERLING RECORDS
MANAGEMENT
#PfC04-0<Jb
6/7/2004
Project Assign 04-096 6-7-04ju
Exhibit 3 B
Sterling Records Management
Project Traffic Assignment
Project Traffic Total LOS 0
Existing 104 Peak Hour Project Service
Roadway Link Lanes % Dist Trips Impact Volume
Woolbright Road Military Trail to Congress Avenue 4LD 5% 5 0.17% 3020
Congress Avenue to 1-95 6LD 10% 10 0.22% 4550
Golf Road Militarv Trail to Congress Avenue 2L 5% 5 0.36% 1390
Congress Avenue to 1-95 2L 5% 5 0.36% 1390
Lake Ida Road Military Trail to Con~ress Avenue 4LD 5% 5 0.17% 3020
Congress Avenue to 1-95 4LD 2% 2 0.07% 3020
Boynton Beach Boulevard to Woolbright Road 6LD 40% 42 0.92% 4550
Woolbri~ht Road to Golf Road 6LD 55% 57 1.25% 4550
Congress Avenue Golf Road to Site 6LD 65% 68 1.49% 4550
Site to Lake Ida Road 6LD 35% 36 0.79% 4550
lake Ida Road to Atlantic Avenue 6LD 28% 29 0.64% 4550
Exhibit 4
Sterling Records Management
Historic Growth
#PTC04-096
growth 04-096 6-7 -04jo
617/2004
Page 1 of 1
Daily Traffic Volumes Growth
Roadway 2000 2003 Rate
Congress Avenue
Woolbright Road to Golf Road 35,590 34,897 -0.65% /Year
Golf Road to lake Ida Road 34,326 39,570 4.85% /Year
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Palm Beach County
TWO CHANNEL SUMMARY Page:
01/1312003 TO 01/14/2003
Site Reference: 130000000000 F1 Ie: 5b24.prn
Silc ID: ~62400000000 TECH'S NAME: SP
Location: CONGRE:SS AVE 500'N OF 23RlJ AVE County:
TiME LANE Lfu'.fE 2 TOTAL
N API' S APP
am pm om pm am pm
----------- ----- ------------ ------------------------ .----------------------------------
00:15 35 259 35 268 70 527
00:30 21 265 54 333 'I:' 598
00: 1', "0 257 37 310 59 597
01:00 17 95 294 1075 39 165 304 1245 % 260 59B 2320
01:15 1~ 297 21 33f3 n 63:)
01: 30 13 26~ 14 313 27 582
01:15 10 262 7 314 ]'I 576
02:00 4 39 293 1121 16 58 331 1296 20 97 621 2417
02:15 1~ 28~ 13 ~96 2':1 5111
02:30 8 J05 12 21j(} 20 585
0:': 4 ') 13 2'11 17 383 ~S 657
OJ:OO 5 38 )98 1162 11 48 :n4 1293 16 86 632 2455
03: 15 8 342 7 386 15 nB
03:30 7 315 7 361 J4 6"16
03:4'1 10 ;,68 10 37S 2(1 643
01:00 12 37 323 1248 17 41 376 1498 :'9 78 699 2746
01:15 14 312 10 398 21 710
04: 30 11 307 4 358 15 66"
04:45 9 2B6 12 333 21 619
05:00 22 56 310 1215 19 45 409 1498 11 101 719 2713
05: 15 37 287 16 381 :;3 668
05:30 213 21Jl ?4 480 52 '161
05: 1" 16 296 20 427 66 723
06:00 67 178 21B 1112 37 97 440 1728 104 275 688 2840
06:15 107 270 41 391 1~1 661
06:30 89 233 6B 3~)9 157 ~)92
06:45 135 227 77 ~87 212 ,,14
cn: 00 196 527 203 933 107 296 270 1307 303 823 4'I:J 2240
07:15 279 ')" ~> 143 246 42: 46fJ
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0'1:30 299 159 176 191 475 350
07:45 396 165 200 J7fJ 596 343
08:00 172 1446 147 693 248 767 165 780 no 2213 312 1473
Of I: 1') 575 158 211 11;.' 7B9 300
Ofl:30 389 132 ~65 130 654 262
08:45 3 (;7 130 238 13'1 605 ?())
09:00 318 1649 116 536 234 951 146 555 552 2600 262 1091
09:15 277 118 2'/4 125 551 243
09:30 276 111 240 124 516 265
09:1:' 250 11'1 23f1 1l.0 1 fl8 227
10:00 22:> 1028 130 506 213 965 102 461 438 1993 23) 96'7
10:15 23~ '13 267 n 4~9 146
10:30 22:' 72 257 92 182 164
10: 4:) 204 '11 nfl 78 1fJ2 152
11: 00 237 898 56 275 278 1080 72 315 ~) 1!) 1978 12U 590
11: 15 7.43 7') 29f1 '13 ~)41 14f1
1.l:30 254 59 2:'1 61 50:' 120
11: 4 'j 235 43 2F1 59 512 102
12:00 227 959 40 217 283 1109 63 256 510 2068 103 473
----------------------------- -----------------------------------------------------------------------
TOTALS 17043 17854 34897
AM Times 07: 15 11: 15 08:00
AM Pea ks In32 1109 2'768
,'actors PHt": .79 PHt": ,93 PHF: .87
PM 'rimes 15:15 17:30 17: 00
PM Peaks 1248 1'138 2871
Factors PHF: .91 PH",: .90 PHI'": .94
Pa 1m BP.dCh County
TWO C:HANNl,L SUMMARY Page:
01/13/2003 TO 01/11f;'OOj
Site Reference: ]30000000000 File: :,6?6.prn
Si te 1.0: 562600000000 TECH'S NAME: SP
Location: CONGRF:SS AVE 200'S OF 23RD AVE C:ounty:
TIME LANE 1 LANE 2 TOTAL
N APP S APP
oIn pm am pm am pm
-------------- ---- ----------------- -----~--- ~ -~.- ---------- -----------~--------------
OO:h 31 321 ~) 1 331 82 652
00:30 20 343 50 388 70 731
00: 45 24 318 35 342 c,q 6(;0
01:00 14 89 330 1312 27 163 339 1400 11 252 669 2712
01: 1 'J ' c 33'/ 1 ~i 355 ::.", (,92
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01:30 B 303 7 353 15 6:16
01: 45 10 343 14 3~3 24 696
02:00 5 35 37.2 1305 13 49 332 1393 18 84 654 2698
02: I:'> 11 323 1:) 29B 25 6 ~~ 1
02:30 13 371 12 4~5 2S 199
02: 4 5 7 355 9 3 ~.J/ ]6 701
03:00 11 42 314 1366 6 42 4n 1547 17 84 7B6 2913
03:15 7 379 1~ 404 19 783
03:30 10 3:'4 'I 385 U 709
03:45 11 369 Hi 409 29 77B
01: ()(I 19 47 379 1451 11 48 443 1641 30 95 B:' ;~ 3092
01: 15 9 33'1 8 404 17 -14 ]
04: 30 13 360 10 417 23 777
04:45 28 308 21 424 49 732
05:00 41 91 :148 ,1353 13 52 5]6 1761 54 143 864 3114
05: 1~) 46 ;'86 34 ~)3) HO 818
05:30 56 331 ~5 595 8] 926
U5: 45 80 277 JJ 4 "18 113 75~
06:00 139 321 281 1175 3'1 129 48B 2093 176 450 '169 3268
06:15 135 268 59 40-1 194 675
06:30 158 242 91 336 249 578
06:45 209 225 116 305 -i2:; 530
07: 00 2<JH 800 253 988 149 415 258 1306 447 1215 51] 2294
0'1: 15 3'/3 194 1"13 2]1 546 4118
07: 30 451 1B8 214 185 66', 373
07: 45 534 172 269 158 B03 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 4S2 lllS 77) 14!. '7:'4 :~ 87
OfJ: 4" 1111 ]39 266 112 667 281
09:00 374 1735 133 552 285 1132 ]41 569 659 2867 274 1121
09: 1~, 352 127 285 140 637 267
09:30 306 145 27] 116 577 261
09: 4 5 28-; H2 ;'33 lUO 5:,;0 212
10:110 2BO 1225 102 516 2"16 1065 f;-) 438 556 2290 184 954
~~
10: 1 ') 277 72 276 96 ~)~) 3 168
10:30 23~) BO :Hll 79 536 159
10:4:' 265 70 294 83 ~):-)9 153
11: 00 300 1077 86 308 282 1153 74 332 5112 2230 160 640
11: 15 286 69 ~: 8~ 67 S6B 136
11: 30 :'74 ~)4 306 72 ':)80 12G
1 j : 45 290 49 306 SO 596 Y9
12:00 283 1133 43 215 300 1194 43 232 583 2327 86 447
-----------------.------------------------------------------------ ------------------------
TOTALS 19769 1 Y801 39570
AM Times 0'1:45 10: 45 en :45
AM Peaks 2064 1164 319S
F'a ct u cs PHt: .90 PHF: . 9~) PIIF: .9]
PM Tim(-~s 15:15 17:00 17:00
PM Peaks 1451 2121 3363
Factors PHE': _ 95 PilE': .89 PilE': .90
INTERSECTION ANALYSIS SHEET
STERLING RECORDS MANAGEMENT
CONGRESS AVENUE @ SW 30th AVENUE
Growth Rate =
Peak Season =
Buildout Year =
Years =
4.85%
1,00
2006
4
AM Peak Hour
Intersection Volume Development
Northbound Southbound Fastbound Westbound
LT Thru RT LT Thru RT LT Thru RT LT Thru RT
Existing Volume (04/16/02) 21 752 100 380 1903 41 65 2 5 113 1 147
Peak Season Volume 21 752 100 380 1,903 41 65 2 5 113 1 147
Background 25 909 121 459 2,300 50 79 2 (, 137 1 178
% PrujectTraffic 0% &5% 0% 0% (,5% 0% 0% 0% 0% 0% O'}(, 0%
Traffic 0 12 0 0 55 0 0 0 0 0 0 0
Total 25 921 121 459 2,355 50 79 2 6 137 1 1711
Critical Volume Analysis
No. of Lanes 1 3 <0 1 3 <0 1 1 <0 1 1 <0
Per Lane Volume 25 348 n/a 459 711S n/a 79 II n/a 137 179 n/a
% Turns from excL Lanes 2% 86% 0% 16% 82% 0% 91% 2% 0% 43% 0% 0%
ENY Effective 0c - - - - - - - -0.02 - - 0.12 -
North-South Critical NB LT + SB TH = 810 SB L T + NB TH = 9111
East-West Critical EB LT + WB TH = 258 WB LT + EB TH = 145
Maximum Critical Sum 918 + 258 1,176
STATUS? UNDER
PM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
LT Thru RT Ll Thru RT LT Thru RT LT Thru RT
Existing Volume (04/16/02) 47 1928 99 123 929 lib 103 0 9 106 2 238
Peak Season Volume 47 1,9211 99 123 929 86 103 0 9 106 2 238
Background 57 2,330 120 149 1,123 104 124 0 11 128 2 288
% ProjectTraffic 0% 65% 0% 0% 65% 0% 0% 0% 0% 0% 0% 0%
Traffic 0 11 0 0 15 0 0 0 0 0 0 0
Total 57 2341 120 149 1 138 104 124 0 11 128 2 288
Critical Volume Analysis
No. of Lanes 1 3 T <0 1 I 3 I <0 1 I 1 <0 1 I 1 <0
Aooroach Volume 2.5111 1 391 135 418
Per Lane Volume 57 821 T n/a 149 380 n/a 124 11 I n/a 128 290 n/a
% Turns from excl. Lanes 2% 93% T 0% 11% 82% 0% 92% 0% I 0% 31% 0% 0"/0
ENY Effective eJc - - T - - - - - -0.02 T - - 0.18 -
North-South Critical NB L T + SB TH = 437 SB L T + NB TH - 970
East-West Critical EB LT + WB TH = 414 WB LT + EB TH = 139
Maximum Critical Sum 970 + 414 - 1,3B4
SIAl US < NtAK
6/7/2004 14:10
INTERSECTION ANALYSIS SHEET
STERLING RECORDS MANAGEMENT
CONGRESS AVENUE @ SUMMIT DRIVE
Growth Rate =
Peak Season =
Buildout Year =
Years =
4.85%
1.00
2006
4
AM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
LT Thru RT LT Thru RT LT Thru RT IT Thru RT
Existing Volume (04/16/02) 53 891 0 0 1859 75 25 0 4B 0 0 0
Peak Season Volume 53 B91 0 0 1,859 75 25 0 48 0 0 0
Background 64 1,077 0 0 2,247 91 30 0 58 0 0 0
% Project Traffic 0% 35% 0% O'}{) 35% 0% 0')\, 0% 0% 0% 0% 0%
Project Traffic 0 30 0 0 7 0 0 0 0 0 0 0
Total 64 1,107 0 0 2,254 91 30 0 58 0 0 0
Critical Volume Analysis
No. of Lanes 1 3 0 0 3 1 1 0 1 0 0 ()
Per lane Volume 64 369 n/a 0 752 91 30 n/a 58 0 n/a n/a
% Turns from excl, Lanes 5% 95% 0% 0% 96% 4% 34% 0% 66% 0% 0% 0%
E/W Effective g/c - - - - - - - -0.03 - - -0.03 -
North-South Critical NB l T + SB TH = B16 SB LT + NB TH = 369
East-West Critical EB IT + WB TH ~ 30 WB LT + EB TH = 0
Maximum Critical Sum 816 + 30 = 846
STATUS? UNDER
PM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
LT Thru RT LT Thru RT LT Thru RT IT Thru RT
Existing Volume (04/16/02) 89 1670 0 0 1041 59 85 0 78 0 0 0
Peak Season Volume 89 1,670 0 0 1,041 59 85 0 78 0 0 0
Background 108 2,018 0 0 1,258 71 103 0 94 0 0 0
% Project Traffic 0% 35% 0% 0% 35% 0% 0% 0% 0% 0% 0% 0%
Project Traffic 0 7 0 0 23 0 0 0 0 0 0 0
Total 108 2025 0 0 1,281 71 103 0 94 0 0 0
Critical Volume Analysis
No, of Lanes 1 3 I 0 () 3 I . 1 1 I 0 1 0 0 I 0
Aooroach Volume 2133 1,352 197 0
Per Lane Volume 108 675 n/a 0 427 71 103 n/a I 94 0 n/a n/a
% Turns from excl. Lanes 5% 95% 0% 0% 95% 5% 52% 0% 4R% 0"/0 0% 0%
E/W Effective f!k - - - - - - - -0.03 T - - -0,03 -
North-South Critical NB L T + SB TH = 535 SB LT +- NB TH = 675
East-West Critical EB LT + WB TH = 103 WB l T + EB TH = 0
Maximum Critical Sum 675 + 103 - 778
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