TRAFFIC IMPACT ANALYSIS (JAN 2002)
BOYHTOH QUARTERDECK
COHCURREHCY TRAFFIC IMPACT AHflL YSIS
Prepared for
RIC" IHTERHATIOHAL
Prepared by
PIHDER TROOTMAH COHSOL TIHG. IHC.
2324 Sooth Congress Avenae. Salte 1"
West Palm Bczach. FL 33406
(561) 434-1644
#PTCOl-186
Janaary 14. 2002
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BOYNTON QUARTERDECK
CONCURRENCY TRAFFIC IMPACT ANALYSIS
Introduction
Pinder Troutman Consulting, Inc. (pTO has been retained to conduct a traffic impact analysis for a
proposed 6,355 SF Quarterdeck restaurant in 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 (ULDO.
Site Data
The site, an outparcel of existing Wal-Mart Supercenter, is located on the south side of Old Boynton
Road between Congress Avenue and Lawrence Road as shown on Exhibit 1. Access to the proposed
project parcel is via one (1) driveway to a service road around the Wal-Mart Supercenter, which
provides connections to Old Boynton Road and Winchester Park Boulevard. Existing on the site is a
236,762 SF Wal-Mart Supercenter and a 6,000 SF Sonny's Bar-B-Q. Year 2003 conditions were
examined for this analysis.
Existing (2000/2001) Traffie Conditions
Exhibit 2 provides the 2000 / 2001 annual average daily traffic (MDT) volumes for the surrounding
roadway network as compiled by the Metropolitan Planning Organization (MPO) of Palm Beach
County. Peak hour traffic volumes were determined by applying a 'K' factor of 9.3% to the MDT
volumes. These volumes are also shown on Exhibit 2 along with roadway lanes, levels of service
(LOS) and the adopted LOS D service volumes.
Project T raffle
Trip Generation
Section 10.8, Fair Share Road Impact Fees, of the Palm Beach County ULDC and the
I nstitute of Transportation Engineers (lTE), Trip Generation, 6th Edition were reviewed to
determine acceptable daily trip generation rates for the proposed project. The daily trip
ConevtrencyRepori 01-186 1-14-02
generation rate used was from Section 10.8, Fair Share Road Impact Fees, of the Palm Beach
County ULDC. The Institute of Transportation Engineers (!TE), Trip Generation, 6th Edition
was the source of the peak hour trip generation rates. Exhibit 3 provides the daily, AM and
PM peak hour trip generation data respectively for the proposed development. Consistent
with the approved Sonny's Bar-B-Q analysis, the entire site development has been analyzed
as retail. For Traffic Performance Standards purposes, based on the net new external daily
trip generation of 7,417, the Test 1 radius of development influence is three (3) miles. The
Test 2 radius of development influence is two (2) miles.
Trip Distribution and Assignment
Exhibit 4 shows the assignment of daily and peak hour project traffic as well as the project
impact percentage (% of daily adopted service volume). The assignment is based on the
approved Sonny's Bar-B-Q traffic analysis.
Future T raffle Conditions
Roadway Improvements
The Fiscal Year 2002-2006 Transportation Improvement Program from the MPO of Palm
Beach County and the Palm Beach County Five Year Road Program were reviewed to
determine if any roadways within the study area are scheduled to be improved. Lawrence
Road from Boynton Beach Boulevard to Gateway Boulevard is under construction as a five
(5) lane section.
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 5 for the surrounding
roadway links. Major Project data, compiled by Palm Beach County, was reviewed. Palm
Beach County has developed a spreadsheet of approved projects that have to be included
within the background traffic analysis time frame of the proposed development
ConcUtrency Report 01-186 1-14-02
2
Traffic associated with these projects is provided in Appendix A. It needs to be noted that
the Wal-Mart Supercenter traffic is included in existing traffic.
Traffic Performanee Standards Analysis
Test 1 (Link Test)
This first test of the Traffic Performance Standards examines if any roadway links required to
be analyzed are projected to operate below adopted level of service standards. Exhibit 6
shows future daily, AM and PM peak hour traffic conditions for the analyzed roadway links.
All analyzed roadway links are projected to operate above the adopted Test 1 level of service
standards, therefore, the requirements of Test 1 are met.
Test 2 (Model Test)
The second test examines traffic conditions based on model projections that are developed
and maintained by Palm Beach County. No roadway links within two (2) miles are Test 2
deficiencies, therefore, the requirements of Test 2 are met.
Intersection Analysis
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. No major
intersections meet this requirement based on the proposed development's impact.
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.
Concurrency Report 01-186 1-14-02
3
EXHIBITS
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LEGEND
9% - PERCENT DISTRIBUTION
668 - DAILY PROJECT TRAFFIC
15 - AM PEAK HOUR
PROJECT TRAFFIC
62 . PM PEAK HOUR
PROJECT TRAFFIC
1.37% . % OF DAILY ADOPTED
SERVICE VOLUME
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EXHIBIT 4
PROJECT TRAFFIC ASSIGNMENT
~
#PTC01-186
growth 01-186 01-11-02
1/15/02
Page 1 of 1
Exhibit 5
Boynton Beach Quarterdeck
Historic Growth
Daily Traffic Volumes Growth
Roadway 1997/1998 2000/2001 Rate
Old Boynton Road
Military Trail to Lawrence Road 13,903 16,149 5.12% /Year
Lawrence Rd to Winchester Park Blvd 16,104 18,120 4.01% /Year
Winchester Park Blvd. to Congress Ave. 16,104 18,120 4.01% /Year
Congress Ave to Boynton Beach Blvd 11,392 11,356 -0.11 % /Year
Boynton Beach Blvd.
EI Clair Ranch Rd. to Military Trail 33,603 35,970 2.29% /Year
Military Trail to Lawrence Road 29,568 30,720 1.28% /Year
Lawrence Rd to Winchester Park Blvd. 32,291 34,003 1.74% /Year
Winchester Park Blvd to Congress Ave. 32,291 34,003 1.74% /Year
Congress Ave to Old Boynton Rd 30,694 28,279 -2.69% /Year
Old Boynton Rd. to 1-95 42,335 39,670 -2.14% /Year
1-95 to Seaaest Blvd. 30,079 29,252 -0.93% /Year
Seacrest Blvd. to Federal Highway 14,729 14,285 -1.02% /Year
Woolbright Road
Military Trail to Lawrence Road 18,601 21,780 5 40% /Year
23rd Avenue
Congress Avenue to Seacrest Blvd. 11,253 12,368 3.20% /Year
EI Clair Ranch Road
Boynton Beach Blvd to Woolbright Rd 4,369 5,008 4.66% /Year
Lawrence Road
Gateway Blvd to Old Boynton Rd 11,750 13,113 5.64% /Year(l)
Old Boynyon Rd. to Boynton Beach Blvd. 11,750 13,113 5.64% /Year(1)
Boynton Beach Blvd to Woolbright Rd 6,664 7,663 4.77% /Year(2)
Congress Ave
Hypoluxo Rd. to Miner Rd. 29,184 29,222 0.04% /Year
Miner Rd. to Gateway Boulevard 29,184 29,222 0.04% /Year
Gateway Blvd to Old Boynton Rd 42,189 38,704 -2.83% /Year
Old Boynyon Rd to Boynton Beach Blvd. 42,189 38,704 -2.83% /Year
Boynton Beach Blvd to Woolbright Rd 30,771 33,687 3.06% /Year
Woolbright Rd. to 23rd Ave. 31,489 32,672 1.24% /Year
23rd Ave. to Lake Ida Rd. 32,706 32,050 -0.67% /Year
(1) 1998 to 2000
(2) 1997 to 2000
Exhibit 6
Boynton Beach Quarterdeck
Test 1 Analysis
#PTC01.186
lf16102
test1 01.186 01.14-{)2
Page 1 011
DAilY
Existing Committed Growth (2003) (11 Net Total
Roadwav link lanes (2000/01 ) Proiects Volume %/Year Pro;ect (2) Pro;ect (3) (2003) Caoacity LOS
Old Boynton Rd Militarv Trail to Lawrence Road 5l 16149 0 2147 5.12'" 742 27 18323 32500 C
Lawrence Rd to Winchester Park BMt 5l 18120 0 1872 4.01'" 1335 49 20041 32500 C
Wind1ester Park Blvd to Conwess Ave 5l 18120 0 1872 4.01'" 2373 88 20080 32500 C
CorK!ress Ave to Brnmton Beach Blvd 2l 1'356 0 142 O.SO'lb 371 14 1'512 14900 D
Boynton Beach Blvd EI Clair Ranch Rd. to Militarv Trail 6LD 35970 8381 2095 2.29% 742 27 46473 48900 D
MilitarvTraiJ to Lawrence Road 6LD 30720 0 992 1.28'" 742 27 31739 48900 C
Lawrence Rd to Wind1ester Park Blvd 6LD 34003 521 1498 1.74'" 1261 47 36069 48900 D
Winchester Park Blvd to ~ess Ayenue 6LD 34003 897 1498 1.74'" 2077 77 36475 48900 D
Conoress Ave to Old Bovnton Rd 6LD 28279 330 355 0.5O'lb 1261 47 29011 48900 C
Old BoYnton Rd. to 1-95 6LD 39670 0 498 v.5mb 1632 60 40228 48900 D
1-95 to Seaaest Blvd. 4LD 29252 0 367 0.5O'lb 593 22 29641 32500 D
Seacrest Blvd. to Federal Hio!lwav 4LD 14285 0 179 0.5O'lb 371 14 14478 32500 C
WooIbrld;"t Road Militarv Trail to Lawrence Road 4LD 21780 0 3060 5.40% 519 19 24859 32500 D
23rd Avenue Conso-.,.. Avenue to Seacrest Blvd. 2L 12368 0 1013 3.20'l6 223 8 13389 14900 D
EI Clair Ranch Road I Bovnton Beach Blvd to Woo/bri<fu Rd 2l 5008 2614 604 4.66" 223 8 8234 14900 C
Lawrence Rd Gatewav Blvd to Old Bovnton Rd 5L 13113 0 2346 5.64" 371 14 15473 32500 C
Old Bovnton Rd to Bovnton Beach Blvd 5l 13113 0 2346 5.64" 223 8 15467 32500 C
Bovnton Beach Blvd to WooIbrid1t Road 2L 7663 0 1150 4.77" 519 19 8832 14900 C
ConWess Ave I HvrloJuxo Rd. to Miner Rd. 6lD 29222 0 29 0.04" 816 30 29281 48900 C
Miner Rd. to Gatewav BNd. 6LD 29222 0 29 0.04'" 964 36 29287 48900 C
Gatewav Blvd to Old Bovnton Rd 6LD 3B704 255 486 O.SO'lb 1261 47 39492 48900 D
Old Boynton Rd to Bovnton Beach Blvd 6LD 38704 255 486 0.5O'lb 742 27 39472 48900 D
Bovntoa Beach Blvd to Woolbright Road 6LD 33687 270 2636 3.06% 1335 49 36642 48900 D
WooIbrid1t Road to 23rd Ave. 6LD 32762 0 1025 1.24" 964 36 33823 48900 C
23rd Ave. to lake Ida Rd. 6LD 32050 0 402 0.5O'lb 668 25 32477 48900 C
AM PEAK HOUR
Existing CommitIed Growth 003)(1) Net Total
Roadwav link """" (2000/01) Proiects Volume %/Year Proiect (2) Project (3) (2003) Caoacitv LOS
Old Boynton Rd Military Trail to Lawrence Road 5L 1502 0 200 5.12" 17 1 1703 3020 C
Lawrence Rd to Winchester ParI< Blvd 5l 1685 0 174 4.01" 30 1 1B60 3020 C
Winchester Pari< Blvd to Conlress Ave 5l 1685 0 174 4.01" 53 2 1861 3020 C
C""",.,.. Ave to Rnvnton Beach Blvd 2l 1056 0 13 O.SO'lb 8 0 1069 1390 D
Boynton Beach Blvd EI Clair Ranch Rd. to Mili""" Trail 6LD 3345 779 195 2.29" 17 1 4320 4550 D
Militarv Trail to Lawrence Road 6LD 2857 0 92 1.28% 17 1 2950 4550 C
Lawrence Rd to Winchester Pari< Blvd 6LD 3162 48 139 1.74" 2B 1 3350 4550 D
Winchester Pari< Blvd to Conlo'.,.. Avenue 6LD 3162 83 139 1.74% 46 1 3385 4550 D
Conlress Ave to Old Bovnton Rd 6LD 2630 31 33 0.5O'lb 28 1 2695 4550 C
Old Boynton Rd. to 1-95 6LD 3689 0 46 0.50% 37 1 3736 4550 D
1-95 to Seacrest Blvd. 4LD 2720 0 34 0.50'l6 13 0 2754 3020 D
Seacrest Blvd. to Federal Hill1wav 4LD 1329 0 17 a.~ 8 0 1346 3020 C
WooIbrioht Road Milila1v Trail to Lawrence Road 4LD 2026 0 285 5.40% 12 0 2311 3020 D
23rd Avenue eoo..-.,.. Avenue to Seacrest Blvd. 2l 1150 0 94 3.20'l6 5 0 1244 1390 D
EI Clair Ranch Road Bovnton Beach B111d to WooIbrid1t Rd 2L 466 243 56 4.66'" 5 0 765 1390 C
Lawrence Rd .Galewav Blvd to Old Bovnton Rd 5L 1220 0 218 5.64'" 8 0 1438 3020 C
Old Ilovntnn Rd to Ilovntnn Beacl1 Blvd 5L 1220 0 218 5.64" 5 0 1438 3020 C
. Bovnton Beach Blvd to WooIbri<lht Road 2l 713 0 107 4.77% 12 0 820 1390 C
Congress Ave HvooIuxo Rd. to Miner Rd. 6LD 2718 0 3 0.04% 18 1 2722 4550 C
Miner Rd. to Galew.iv B111d. 6LD 2718 0 3 0.04% 22 1 2722 4550 C
Gau-wav Blvd to Old Bovnton Rd 6LD 3599 24 45 0.50% 28 1 3669 4550 D
Old Bovnton Rd to Bovaton Beach Blvd 6LD 3599 24 45 0.5O'lb 17 1 3669 4550 D
i Bovnton Beach Blvd to WooIbrid1t Road 6LD 3133 25 245 3.06% 30 1 3404 4550 D
WooIbrioht Road to 23rd Ave. 6lD 3047 0 95 1.24" 22 1 3143 4550 C
23rd Ave. to Lalce Ida Rd. 6LD 2981 0 37 0.5O'lb 15 0 3018 4550 C
PM PEAK HOUR
Existing Committed Growth 2003\111 Net Total
Roadwav Link lanes (2000/01 ) Proiects Volume ~ear Project (2) Project (3) (2003) Caoocitv LOS
Old Boynton Rd Miblalv Trail to Lawrence Road 5L 1502 0 200 5.12'" 69 3 1705 3020 C
Lawrence Rd to Wind1ester ParI< Blvd 5L 1685 0 174 4.01% 125 5 1864 3020 C
Wind1ester Park Blvd to eon.r.,.. Ave 5L 1685 0 174 4.01% 222 8 1867 3020 C
Con0e$S Ave to Bovnton Beacl1 Blvd 2L 1056 0 13 0.50% 35 , 1070 1390 D
Boynton Beach Blvd EI Clair Ranch Rd. to MitilalVTrail 6LD 3345 779 195 2.2~ 69 3 4322 4550 D
Milila1v Trail to Lawrence Road 6lD 2857 0 92 1.28" 69 3 2952 4550 C
Lawrence Rd to Winchester ParI< Blvd 6LD 3162 48 139 1.74% 118 4 3353 4550 D
Winchester Pari< Blvd to c:onwess Avenue 6LD 3162 83 139 1.74" 194 7 3391 4550 D
Coo<<ess Ave to Old Bovnton Rd 6LD 2630 31 33 0.5O'lb 118 4 2698 4550 C
Old Bovnton Rd. to 1-95 6LD 3689 0 46 0.5O'lb 153 6 3741 4550 D
~95 to Seacrest Blvd. 4LD 2720 0 34 0.50'l6 56 2 2756 3020 D
Seacrest Blvd. to Federal Hiohw"" 4lD 1329 0 17 O.~ 35 1 1347 3020 C
WooIbrid1t Road MilitarvTrail to l..awJence Road 4LD 2026 0 285 5.40% 49 2 2313 3020 D
23rd Avenue Conwess Avenue to Seacrest Blvd. 2L 1150 0 94 3.20'l6 21 1 1245 1390 D
EI Clair Ranch Road I Rnvnton Beach Blvd to WooIbrid1t Rd 2l 466 243 56 4.66" 21 1 766 1390 C
Lawrence ReI I Gatewav Blvd to Old Ilovnton Rd 5l 1220 0 218 5.64'" 35 1 1439 3020 C
Old Bovnton Rd to Bovnton Beach Blvd 5l 1220 0 218 5.64% 21 1 1439 3020 C
I Boynton Beach Blvd to WooIbrid1t Road 2L 713 0 107 4.77% 49 2 822 1390 C
COf"Itfes5 Ave HvooIuxo Rd. to Miner Rd. 6LD 2718 0 3 0.04% 76 3 2724 4550 C
Miner Rd. to r.",~ Blvd. 6lD 2718 0 3 0.04" 90 3 2724 4550 C
Galewav Blvd to Old Bovnton Rd 6LD 3599 24 45 0.5O'lb 118 4 3672 4550 0
Old Bovnton Rd to Ilnvnton Beach Blvd 6LD 3599 24 45 0.5O'lb 69 3 3671 4550 D
I Bovnton Beach Blvd to WooIbrid1t Road 6LD 3133 25 245 3.06% 125 5 3408 4550 D
Woo/brid1t Road to 23rd Ave. 6LD 3047 0 95 1.24" 90 3 3145 4550 C
23rd Ave. to Lake Ida Rd. 6lD 2981 0 37 0.5O'lb 62 2 3020 4550 C
(1) 0.5O'l6/year Growtl1 Aapplied to AH Links With NegatNe Growtl1.
(2) Volumes Include the W.I-Mart Supen;enler.
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