TRAFFIC STATEMENT (REVISED)
SIMMONS
WHITE
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ENGINEERING I PLA.NNING I CONSULTING I SINCE 1982
April 7, 2006
Palm Beach County Engineering
Traffic Division
160 Australian Avenue, Suite #303
West Palm Beach, Florida 33406
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 revised Traffic
Impact Statement for the above referenced project. The report has been revised based on
your comments. The following responses correspond with your comments:
1. Revise project traffic assignment to the following:
.
Lawrence Road north of site - 75%
Lawrence Road south of site - 25%
Hypoluxo Road west of Congress Avenue-
Hypoluxo Road east of Congress Avenue-
Hypoluxo Road west of Lawrence Road -
40%
25%
15%
.
.
.
.
The report has been revised to apply the traffic distributions as noted. All tables and
figures have been updated accordingly.
2. Use a LOS D capacity of 1,170 vph, for 2-lane roads, and revise related figures
and tables.
The report has been revised to reflect aLOS D capacity of I, 170 vph for 2-lane roads.
All tables and tigures have been updated accordingly.
Simmons & White, Inc.
5601 Corporate Way Suite 200 West Palm Beach Florida
T: 561.478.7848 F: 561.478.3738 www.simmonsandwhite.
Certificate of Authorization Number 3452
33407
com
Mr. Masoud Atefi
April 7, 2006 - Page Two
Please review the enclosed and call if you have any questions or require any additional
information. Thank you for your help with this matter.
Sincerely,
SIMMONS & WHITE, INC.
(\~~~
Abby J. Hinkle
AJH/as
06-006
06006.atefi
Enclosures
cc: Ms. Christie Tuttle/Miller Land Planning
SIMMONS
WHITE
ENGINEERlflJr; I PLANNING 1 CONSULTING I SINCE 1982
February 14,2006
Job No. 06-006
Revised 4/6/06
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 dcvelopment 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 rcfcr 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 Link/Bui1dout 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 ifthe total traffic on that link would result in an average annual daily
traffic or peak hour traffic volume that cxceeds the adopted threshold level of service during
the build-out pcriod of the project.
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: 561.4783738 www.simmonsandwhite.com
Certificate of Authorization Number 3452
Traffic Impact Statement
Job No. 06-006
February 14,2006 - Page 2
Revised 4/6/06
PURPOSE OF STUDY (CONTINUED)
This study will verifY that the proposed development's traffic impact will meet the above
Performance Standards.
TRAFFIC GENERATION
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, 7 th Edition.
Tables 1,2, and 3 show the daily, A.M. peak hour, and P.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
Revised 4/6/06
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
Jinks 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, a review of the
proposed/existing development and improvements in the area, and comments from the City
of Boynton Beach.
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" ofthe 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 lofT est 1 ofthe Palm Beach County Traffic Performance
Standards, the following intersection has been analyzed:
I. Hypoluxo Road and Lawrence Road
Traffic Impact Statement
Job No. 06-006
February 14,2006 - Page 4
Revised 4/6/06
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
1335
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 of the 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
Revised 4/6/06
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.
o ert F. Rennebaum, P.E.
FL Reg. No. 41168
jp/as
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LEGEND
@ PROJECT DISTRIBUTION
ASfllEN GlIEN
06-006 K.D. 2-14-06
REVISED 4-4-06
5601 CORPORATE WAY, SUITE 200, WEST PALM BEACH, FLORIDA 33407
TELEPHONE (561) 478-7848
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LEGEND
824
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(13)
S~MMOl~S &. WH~llE, I~C.
ENGINEERS * PlANNERS * CONSULTANTS
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FIGU~E 1
AM PEAK HOUR
(CORRESPONDS WITH TABLE 5)
2005 AM PEAK HOUR TRAFFIC
BACKGROUND TRAFFIC
AM PEAK HOUR PROJECT TRAFFIC
TOTAL PEAK HOUR TRAFFIC
PEAK HOUR LOS STANDARD
INSIGNIFICANT ASSIGNMENT
5601 CORPORATE WAY, SUITE 200, WEST PALM BEACH, FLORIDA 33407
TELEPHONE (561) 478-7848
ASfllE~ GIJE~
06-006 K.D. 2-14-06
REVISED 4-4-06
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LEGEND
fIGU~E 2
PM PEAK HOUR
(CORRESPONDS WITH TABLE 6)
824 2005 PM PEAK HOUR TRAFFIC
1121 BACKGROUND TRAFFIC
53 PM PEAK HOUR PROJECT TRAFFIC
1998 TOTAL PEAK HOUR TRAFFIC
3110 PEAK HOUR LOS STANDARD
(13) INSIGNIFICANT ASSIGNMENT
5601 CORPORATE WAY, SUITE 200, WEST PALM BEACH, FLORIDA 33407
TELEPHONE (561) 478-7848
ASrlE~ GlIE~
06-006 K.D. 2-14-06
REVISED 4-4-06
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LEGEND
3 A.M. PEAK HOUR TURNING MOVEMENT
(13) P.M. PEAK HOUR TURNING MOVEMENT
1500 I MOT DRIVEWAY VOLUME
AS~EN GlIE~
06-006 K.D. 2-14-06
REVISED 4-4-06
5601 CORPORATE WAY, SUITE 200, WEST PALM BEACH, FLORIDA 33407
TELEPHONE (561) 478-7848
L
N
CMA INTERSECTION ANALYSIS
ASPEN GLEN
HYPOLUXO ROAD AND LAWRENCE ROAD
INPUT DATA
Comments:
Growth Rate = 5.29% Peak Season = 1.00
Current Year = 2004
Buildout Year = 2008
AM Peak Hour
421
827
Intersection Critical Volume
STATUS?
1,247
NEAR
PM Peak Hour
INTERSECTION VOLUME DEVELOPMENT
1311
o
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53
120
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o
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Intersection Critical Volume
STATUS?
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