TRAFFIC STATEMENT
SIM.MONS.~ .'VRITE
loNG l~fERI,\IG I PLAN I,:r-.;b I rrl N':IILTI NG I SIr-'CE 1987
Palm Beach County Traffic
160 Australian Ave., Suite #303
West Palm Beach, FL 33406
February 17,2006
Attention: Mr. Masoud Atefi
Reference: Aspen Glen
City of Boynton Beach, Florida
Dear Mr. Atefi:
Please find enclosed for your review and approval, two (2) copies of the Traffic Impact
Statement for the above referenced project located on the east side of Lawrence Road,
approximately 1000 feet south of Hypoluxo Road in the City of Boynton Beach. The
proposed plan of development consists of 45 single-family dw'elling units.
Please review the enclosed and call if you should have any questions or require any
additional information. We are requesting a letter from your Department to the City of
Boynton Beach following your review and approval.
Thank you for your help with this matter.
Sincerely,
SIMlvIONS & WHITE, INC.
KD/as
06-006
06006..atefi
Enclosures
cc: Ms. Christie Tuttle
Kyle Duncan
Simmons & White, Inc.
5601 Corporate Way Suite 200 West Palm Beach Florida 33407
T' 561 478.7848 F: 561 478.3738 www.simmonsandwhite.com
Certificate of Authorization Number 3452
SIMMONS . WHITE
ENGINEERING I PLANNING I CONSULTING I SINCE 1982
February 14,2006
Job No. 06-006
TRAFFIC IMPACT STATEMENT
Aspen Glen
City of Boynton Beach, Florida
SITE DATA
The subject parcel is located on the east side of Lawrence Road, approximately 1000 feet
south ofHypoluxo Road in the City of Boynton Beach, Florida and contains approximately 9.3
acres. Proposed site development on the currently unimproved parcel consists of 45 single-
family dwelling units with a project build-out of 2008. Site access is proposed via a full
access driveway connection to Lawrence Road. For additional information concerning site
location and layout, please refer to the site plan prepared by Miller Land Planning Consultants,
Inc.
PURPOSE OF STUDY
This study will analyze the proposed development's impact on the surrounding thoroughfares
within the project's radius of development influence in accordance with Palm Beach County
Land Development Code Article 12 Traffic Performance Standards.
The Traffic Performance Standards require that a proposed development meet two "tests" with
regard to traffic. Test 1, or the LinkJBuildout Test, requires that no site specific development
order be issued which would, during the build-out period of the project, add project traffic at
any point on any major thoroughfare link within the project's radius of development influence
if the total traffic on that link would result in an average annual daily traffic or peak hour traffic
volume that exceeds the adopted threshold level of service during the build-out period of the
proj ecl.
Test 2, or the Model Test, requires that no site specific development order be issued which
would add project traffic to any link within the project's model radius of development
influence if the total model traffic on that link would result in an average annual daily traffic
volume, as determined by the model, that exceeds the adopted level of service. For the
purposes of this analysis, the construction contemplated in the Modified 2025 Plan shall be
used.
Simmons & White, Inc.
5601 Corporate Way Suite 200 West Palm Beach Florida 33407
T' 561.478.7848 F: 561.478.3738 www.simmonsandwhite.com
Certificate of Authorization Number 3452
Traffic Impact Statement
Job No. 06-006
February 14,2006 - Page 2
PURPOSE OF STUDY (CONTINUED)
This study will verify that the proposed development's traffic impact will meet the above
Performance Standards.
TRAFFIC GENERA nON
The daily traffic to be generated by the proposed development has been calculated in
accordance with the traffic generation rates listed in Tables 10.8-1 Fair Share Road Impact Fee
Schedule. The net external A.M. peak hour and P.M. peak hour traffic volumes to be generated
by the proposed development were calculated in accordance with the peak hour traffic
generation rates provided by the ITE Trip Generation Manual, 7th Edition.
Tables 1,2, and 3 show the daily, A.M. peak hour, andP.M. peak hour traffic generation for the
proposed development, respectively. Based on the proposed plan of development consisting
of 45 single-family dwelling units, the traffic generation may be summarized as follows:
Daily Traffic Generation
A.M. Peak Hour Traffic Generation
P.M. Peak Hour Traffic Generation
=
450 tpd
41 pht
52 pht
=
RADIUS OF DEVELOPMENT INFLUENCE
Based on Table 3A of the Palm Beach County Traffic Performance Standards, for a net trip
generation of 52 peak hour trips, the radius of development influence shall be one mile for
Test 1. Based on Table 3B of the Palm Beach County Traffic Performance Standards, for a net
trip generation of 450 daily trips, the radius of influence shall be the directly accessed link for
Test 2.
EXISTING TRAFFIC
Existing A.M. and P.M. peak hour traffic volumes for the links within the project's radius of
development influence were available from the Palm Beach County Engineering Traffic
Division.
Traffic Impact Statement
Job No. 06-006
February 14,2006 - Page 3
EXISTING TRAFFIC (CONTINUED)
Background traffic, consisting of historical growth allowances furnished by Palm Beach
County, major project traffic, and anticipated development in the area was also considered.
Table 4 attached with this report calculates the 3 year historical growth rates for each of the
links within the project's radius of development influence. The calculated growth rates were
based on 2001,2003 and 2005 peak season daily traffic volumes.
The project is expected to be built-out in 2008 and background traffic was projected to that
time. Please refer to Tables 5 and 6 attached with this report.
TRAFFIC ASSIGNMENT/DISTRIBUTION
The distribution of project trips was based upon existing and proposed geometry of the
roadway network, a review of the existing and historical travel patterns, and a review of the
proposed/existing development and improvements in the area.
The distributed traffic for the project was assigned to the links within the project's radius of
development influence and can be seen in Tables 5 and 6.
Based on the projected total A.M. and P.M. peak hour traffic volumes and threshold volumes
for the links within the project's radius of development influence as shown in Tables 5 and 6,
this project meets the applicable Peak Hour Traffic Volume Link Performance Standards listed
under "Test One - Part Two" of the Palm Beach County Traffic Performance Standards on all
links within the project's radius of development influence.
INTERSECTION REVIEW
The development of the subject parcel is not anticipated to result in an excess often percent
of total traffic on an average annual daily traffic basis leading to any signalized intersection.
However, as a requirement of Part 1 of Test I of the Palm Beach County Traffic Performance
Standards, the following intersection has been analyzed:
1. Hypoluxo Road and Lawrence Road
Traffic Impact Statement
Job No. 06-006
February 14,2006 - Page 4
INTERSECTION REVIEW (CONTINUED)
The above intersection has been analyzed using the adjusted turning movement volumes
attached with this report in accordance with the methodology set forth in the Transportation
Research Board Special Report 209, Planning Analysis. As the results in the Intersection
Analysis show, the sum of the critical movements during the peak-season, peak-hours at
project build-out exceeds the adopted Level of Service volume of intersections of 1400 vph
for the subject intersection:
INTERSECTION
CRITICAL SUM
A.M. P.M.
1.
Hypoluxo Road and Lawrence Road
1247
1336
SITE RELATED IMPROVEMENTS
The A.M. and P.M. peak hour turning movement volumes and directional distributions at the
project entrances with no reduction for pass by credit or existing use credits are shown in
Tables 2 and 3 attached with this report. The following summary applies:
DIRECTIONAL
DISTRIBUTION
(TRIPS IN/OUT)
A.M. Peak Hour
P.M. Peak Hour
10/31
33 /19
As mentioned in the SITE DATA portion ofthe report, site access is proposed via a full access
driveway connection to Lawrence Road. Based on the turning movement worksheet attached
with this report and the Palm Beach County Engineering guideline used in determining the need
for turn lanes of75 right turns or 30 left turns in the peak hour, no turn lanes appear warranted.
Traffic Impact Statement
Job No. 06-006
February 14,2006 - Page 5
CONCLUSION
The proposed development is anticipated to generate 450 new trips per day, 41 A.M. peak hour
trips, and 52 P.M. peak hour trips at project build-out in 2008. Based on an analysis of existing
and project traffic characteristics and distribution, as well as the existing and future roadway
network geometry and traffic volumes, this overall project meets the Link/Buildout Test and
Model Test as required by Palm Beach County Traffic Performance Standards.
ert F. Rennebaum, P.E.
L Reg. No. 41168
FEB 1 5 2C06
JP
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06-006 KD. 2-14-06
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2005 AM PEAK HOUR TRAFFIC
BACKGROUND TRAFFIC
AM PEAK HOUR PROJECT TRAFFIC
TOTAL PEAK HOUR TRAFFIC
PEAK HOUR LOS STANDARD
INSIGNIFICANT ASSIGNMENT
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TELEPHONE (561) 478-7848
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':MA INTERSECTION ANALYSIS
ASPEN GLEN
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Comments:
Growth Rate = 5,29% Peak Season = 1,00
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Buildout Year - 2008
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