CORRESPONDENCE
Department of Engineering
and Public Works
Po. Box 21229
West Palm Beach, FL 33416~ 1229
(561) 684-4000
www.pbcgov.com
.
Palm Beach County
Board of County
Commissioners
Tony Masilotti. Chairman
Addie L. Greene, Vice Chairperson
Karen T. Marcus
Jeff Koons
Warren H. Newell
Mary McCarty
Burt Aaronson
County Administrator
Robert Weisman
"An Equal Opportumty
AJJinnative Action Employer"
@ printed on fflCycled paper
March 23, 2006
Mr. Michael W. Rumpf
Director of Planning & Zoning
Department of Development
City of Boynton Beach
P.O, Box 310
Boynton Beach, FL 34425-0310
RE:
Aspen Glen
TRAFFIC PERFORMANCE STANDARDS REVIEW
Dpar Mr Rumpf.
The Palm Beach County Traffic Division has reviewed the traffic study for the proposed
residential project entitled; Aspen Glen, pursuant to the Traffic Performance Standards
in Article 12 of the Palm Beach County Land Development Code. This project is
summarized as follows:
Location:
Municipality:
Existing Uses:
Proposed Use:
New Daily Trips:
New PH Trips:
Build-out Year:
East side of Lawrence Road, south of Hypoluxo Road.
Boynton Beach
Vacant
45 SF residential Units
450
41 AM and 52 PM
2008
Based on our review, the Traffic Division has the fOllowing comments:
. Revise project traffic assignment to the fOllowing:
o Lawrence Road north of site - 75%
o Lawrence Road north of site - 25%
o Hypoluxo Road west of Congress Avenue - 40%
o Hypoluxo Road east of Congress Avenue - 25%
o Hypoluxo Road west of Lawrence Road - 15%
. U~e a LOS D capaC"ity of 1,170 vrh, fc!" 2-I?re roadg, and revise mlated f~glJiC$
and tables,
If you have any questions regarding this determination, please contact me at 684-4030,
Sincerely,
OFFICE OF THE C GINEER
~7,
Masoud Atef, MSC
Project Rev' we raffic Division
. - ,. m
I \ r, ~
" I
'r';;l ~,
cc: Simons & White
File: General - TPS - Mun - Traffic Study Review
'l"r.:l
F:\TRAFFIC\malAdmin\Comments\060311.dOG
~\'tY'O"
\.
\
i:t
1)1 ... /u
o~ . ~(~
"-V'J'ON '0
The City of Boynton Beach
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING DMSON
100 E. Boynton Beach Boulevard
P.O. Box 310
Boynton Beach, Florida 33425-0310
TEL: 561-742-6260
FAX: 561-742-6259
www.boynton-beach.org
March 17, 2006
Mr. Masoud Atefi MSCE, Senior Traffic Engineer
Palm Beach County Traffic Division
Department of Engineering and Public Works
P.O. Box 21229
West Palm Beach, Florida 33416
Re: Traffic Statement: Aspen Glen
Dear Mr. Atefi:
The enclosed traffic impact statement, prepared by Simmons and White,
Inc., dated February 15, 2006 was received by Planning and zoning for the
above-referenced application.
Please review the enclosed information for conformance with the County's
Traffic Performance Standards Ordinance, and provide Tim Large, Building
Code Administrator and me with your written response.
If you have questions regarding this matter, please call me at (561) 742-
6260.
Sincerely,
Michael W. Rumpf
Director of Planning and Zoning
MWR/SC
Attachments
S:\Planning\SHAREDlWPlPROJECTSlAspen Glen\LUAR\Traffic #2,doc
SIMMONS 'u ~WHITE
EN G] ~I EER I N G I PlA N N I N G I LON S U L TI N GIS I N L E 1982
February 17, 2006
Palm Beach County Traffic
160 Australian Ave., Suite #303
West Palm Beach, FL 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 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 pla..l1 of development consists of 45 single-family dVv'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,
SIMMONS & 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 1 4, 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
wllhin 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/Buildout 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 exceeds the adopted threshold level of service during the build-out period 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, lnc
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 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, 7th 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 ofthe 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" 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 1 of Test 1 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 in2008. 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.
obert F. Renneloaum, P .E.
FL Reg. No. 41168
FEB 1 b 2006
JP
ti5.06006
N
~
ill 0
0
;:r ~ '"
N
M
M
c
Q)
~
19
c
.s
0>
,~
'"
C
Q)
'"
"'
0
0
<b
9
'"
Q;
... Q)
.c
::l '"
0 -0
:I: co
Q)
-" c.
'" '"
Q) <Ii
Q. C
:E Q)
E
c:( :J
U
0
N 9
w X
....I
al
c:(
I-
"
o
N
~
m
~
M
M
"
o
'"
N
~
~
M
'"
S~MlMONS & WHITE, ~NC.
ENGINEERS * PLANNERS . CONSULTANTS
L l--
@ w N
-' @ ~ @
<( z:
0::: w
@ f- ~
HYPOLUXO ROAD
@ @ l/) @
>- l/)
0::: W
<( @ 0:::
f- C)
-.-l z: @
L 0
@ u
Cl
<(
0
0:::
~
W
U @
z:
w
0:::
:s:
:5
MINER ROAD
@ @
PROJECT DISTRiBUTION
LEGEND
@ PROJECT DISTRIBUTION
ASflEN GlIEf'<!
06-006 K.D. 2-14-06
5601 CORPORATE WAY, SUITE 200, WEST PALM BEACH, FLORIDA 33407
TELEPHONE (561) 478-7848
S~MMONS & WHITIE, ~NC.
ENGINEERS * PLANNERS * CONSULTANTS
Cl
<(
0 (2~)L
cr
20(12)
SITE
w 14501
u (132)1
z 11(7)
w
cr
5:
:5
TURNiNG MOVEMENT WORKSHEET
LEGEND
3 A.M PEAK HOUR TURNING MOVEMENT
(13) PM. PEAK HOUR TURNING MOVEMENT
1500 I MDT DRIVEWAY VOLUME
AS~IEN GlEN
06-006 KD 2-14-06
5601 CORPORATE WAY, SUITE 200, WEST PALM BEACH, FLORIDA 33407
TELEPHONE (561) 478-7848
I
L-
N
"'
o
'<
N
z
o
t=
<
...J
:l
U
...J
<
U
W
-.tl-
w;2
...JJ:
all-
<(3:
1-0
0::
C)
...J
<
u
ii:
o
l-
t/)
J:
::::R:::R~
-'" 0 0 0
.......O)lt)...,q-
zO)...q-C"1
r.Dl.O~
'2fi.#
~ M
"'"
~ '"
oR'#.
O)M
00
.0
oo,
oR'#.
"0
~C'!
~ N
" OM '" OCD oo '" MOO
" NN N CDN N M 0) "
CO. ~_N_ CD. "''' oo ". 0) M
MO)~ 0 r--'N" ~ '" 0) CD
M M" " '" " ~ ~ NM
.
.
<(f'..ON
Z~~8
N-MOl-
MM '"
W
O~
....J<(W
-0>
~a::<(
I-wcn
>-ucn
o::ZW
<(WO::
I-O::CJ
::i~Z",
-<(00)
2.JU..l.
W
:::J
o Oz
<(.....,J<(W
0-0>
O::~O::<(
.....JI-WU)
-,>-ucn
Io::ZW
O::<(WO::
WI-O::CJ
>-~Z
<('"<(0
I:2...JU
0000
<(<(<(<(
0000
0::0::0::0::
0000
XXXX
:::J:::J:::J:::J
....J....J....J......J
0000
a.. a.. a.. a...
>->->->-
III I
oo oo
~ 0
o_C").
CD CD
'" '"
o
0::
;g;
ollJ
<(:::J
00
0::00
01-
XW
:::J....J
....J<(
OI
o.U
>-W
I....J
o
0<(
<(0
00::
0::0
<(X
Z:::J
<(....J
1-0
Zo.
:'55:
....J....J
~~
1-1-
>->-
0::0::
<(<(
1-1-
::i:J
~~
. .
. .
. .
""
N "
~_ v.
0'"
~ ~
o
0::
;g;
OW
<(....J
O:::J
0::0
000
X>-
:::J<(
....J~
Ow
0.1-
>-<(
ICJ
o
0<(
<(0
00::
0::0
<(X
Z:::J
<(....J
1-0
Zo.
:'55:
00
<(<(
00
0::0::
WW
uu
ZZ
WW
0::0::
~~
:'5:'5
~ 0
'" '"
1"-.0_
oo "
N'"
o
<(
o
0::0
0<(
xO
:::JO::
....Jo::
OW
o.Z
>--
I:2
o
0<(
<(0
00::
0::0
<(X
Z:::J
<(....J
1-0
Zo.
:'55:
WW
:::J:::J
ZZ
WW
>>
<(<(
cncn
encn
WW
0::0::
L'lL'l
ZZ
00
UU
o
'"
m
W
:;;
:::J
-'
o
>
u
u::
"-
<(
0::
?-
M
o
o
N
o
Z
<
~
o
o
N
"
<
W
0..
"-
o
W
L'l
<
0::
W W
>W:;;
<:;;:::J
W=>....J
0::-'0
<0>
m>u
wu-
~u:tt
=>"-~
c5~1-
>I-z
uzo
-Om
"-m<
~<w
a::Wm
I-m"
N"<
o<w
OWo..
No..
~rg
<00
WON
0.. N.
. .
. . .
C
ID
ID
(5
C
o
0,
c
."
C
ID
'"
iD
o
o
J,
9
~
;;
ID
'"
~
~
'"
ID
5-
:3
~
C
ID
E
~
u
o
9
)(
!
"
~
.
"I"
w"
""
. ,
. w
e.
.
,
:
.
e
~.,~
Oj~
000
5~~
ow"
gig
."e
~..'il1..d
~gt;
>
>->- >->->->- >->-
00
..
ow
0'
..
"".,,=> <0
"'f'-.........
o
o
g
_""<>0'"
~ ""., '"
,.,.........
..
<.
:;;~;:l;;.!;
",,,,.,.,
,.-,..........
.1;
0.0 .<' OO.
;,(' ....~~O ~~ ::::g::g::g
..
.
o
..~lIl:ii:
~-:5~'"'
<L;tF~
:;
lil",
.W
O"Z
;~
..l~
....C....
gg-~
00>"'0&>
"'N"'~
o
Z
...,i::)O
<OiL
.....tt:.""
g~~
Ue
<
o
"-"'....'"
"'<O<O~
o~~
-~~..:
lII':."".....
A..O:;:!
Q,'.lIl:...I
":1l..A.
~&~:;1
.
..
.0
".
o
;;;~S;;l
~i
ge
~
....,~r--
z
j.:O
~~
~-&:
.~
"
~;;:;f'.;f:
o;,f;l'iG~
o
z
"
I~
~
<
o
",,"'....'"
u"l<o<o~
z
,,~~
!'IIII!._~
o
~~~~
~~:g-'i
"'..,"'....
g
w
O.
"'W
~&!~
eW.
ii:~t:l
,W"
e"O
i~8~
~
.
W
"
o Oz
l3::!(i~
O::~O::<(
...JI-W(Il
~~~~
D::<{L.UO::
UUI-O::Cl
~~~8
>
I
ClODO
<(<(<(<(
0000
0::0:::0::0::
0000
><><xx
=:333
0000
o..o..n.n.
>->->->-
IIII
""~;":~
~~~~
..
-.
~':i~~ ;;;:::
~~~~ ~~
->999
'<
..
..
..
o
"
<
>
0'
<0
00
"0
oe
,w
""
~5
>w
""
o
"
,
~ ~
o "
" 00
o ,"
, 0>
~ (1:<(
a a::~
~~~~
:r:C;;::;:l'J
o
0'
,0
0"
"0
<K
z"
<"
eO
~~
o
~(!i
0" 0
"0 <
<' 0
z" "
<" "
:tz~~~
:5IUi~
""
~~
>>
""
~;!:
;!;;i
"
0000
<{<(<(<(
0000
a: a:: 0:: a::
IUUlWW
UUI.)U
ai~~~
o::a:a:ll::
~~~s:
~~~~
00
oo
ow
0_
"
:;;~
~~
o
<
o
"0
0<
,0
""
""
Ow
.z
b
o
0<
<0
0"
"0
<K
z"
<"
eO
~~
ww
""
zz
ww
>>
<<
:2:2
ww
""
00
zz
00
00
~
e
ffi
.
z
o
~
<
e
Z
,
~
.
o
"
.
.
o
,
,
~
@
~
j
j
!
,
1
~
~~MMON~ & WHITIE, ~NC.
ENGINEERS * PLANNERS * CONSULTANTS
Le-
~
<( (4)
0:::
f-
(8)
w N
~ (2)
w
~
(4)
>-
0:::
<(
~ (1)
::2'
(27)
ROAD
(10) (7)
VJ
VJ
w
0:::
C)
:z:: (1)
o
u
HYPOLUXO
(8)
Cl
<(
o
0:::
%
w (14)
u
:z::
w
0:::
:s;
::5
MINER ROAD
(4)
(10)
LEGEND
FlGUREi
AM PEAK HOUR
(CORRESPONDS WITH TABLE 5)
824 2005 AM PEAK HOUR TRAFFIC
1121 BACKGROUND TRAFFIC
53 AM 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
A~~IEN GlIEN
06-006 K.D. 2-14-06
eillQ ~ . . . . ~ > . . ~ ~
;9t; > > > > >
! c ~
" g 0 0 0 . 0 0
" ~ . . . . . " " " ~ .
. .
fit'.ti'
~;;~
:ni
.
:g..:.l..~ N il ~ 0
::15'" . . .
,..,.. " " . " " . - "
i
"".;:1.....,
~~.::: " . . 0 0 . . .
g~~ . N . " - . - 0
.
.
c~~
~ . . 0 . .
~....0 . . . 0 N . . . .
~O
~.g:~
" . . . . N ~ ~ ~ ~ . .
. 0 . .
.
.
.
~
~",b
o=,!!l
cOO
g~::
.."
gig
.-,
!l
~;;;~~ ~~ ;:;~~~
~~~~
~~~:g
No'>o'>o'>
.
o
cz
=,;3~
~".
,..
~~iZ
~~~
i~8~
.
o o~
o<(..J<(UJ
~ii::i;;c
..JI-""'>
~~ffi~
~g~~
~i~8
OOOQ
<l;.;(.;(.;(
0000
e::a:a:a:
0000
><><xx
3333
0000
ll..ll..ll..ll..
>-,...>-,...
J:J:;1:J:
_0
_N
~~
t;~~~
o~oo
..,999
~~
".
"'
N.
""
..,~~-
.,,,,,,,,,,
-.........
N.
'"
c
"
.
>
O~
<>
00
h
O.
..
0"
~E
>.
""
o
"
.
o ~
~ 05
;;.! ;3~
o ".
" "<
g~~~
;1:"':::;(')
o
.
o
"0
D.
.0
0"
""
o.
~z
n
o
o'
.0
0"
"0
~~
."
.0
Z.
5~
o
D.
.0
0" 0
"0 .
~~ ~
.J "
~~w~
~~G:i
o
D.
.0
0"
"0
g
.J
.0
Z.
H
JJ
~~
..
>>
""
<<
..
:J:J
:i:i
0000
.;(<(<(0<(
0000
a:a:a:e::
00 UJUJ 00
0000
zzzz
wooww
ococe::oc
:n::~~
5555
..
00
zz
..
>>
<<
..
..
w.
""
00
ZZ
DO
00
.
Z
.
.
Z
o
~
.
,
Z
.
o
"
.
o
0;
,
~
i
j
1
1
,
g
~~MMO~~ & WHITE, ~NC. I
ENGINEERS * PLANNERS * CONSULTANTS
L~
w N
-' (10) ~ (3)
<l: (5)
Do: w
f- ~
(5) HYPOLUXO ROAD
(10) (13) (9)
V>
>- V>
Do: W
<l: Do:
~ (1) /1491 c:>
:z: (1)
::2 164 0
34 u
Cl 1689
<l:
0 3110
Do:
~
w (18)
u
:z:
w
Do:
~
::s
MINER ROAD
(5)
(13)
LEGEND
FIGURE 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
A~flIEN GLEN
06-006 K.D. 2-14-06
':MA 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
INTERSECTION VOLUME DEVELOPMENT
1043
o
239
42
71
239
o
1282
1,772
1
273
60
182
31
422
826
Intersection Critical Volume
STATUS?
1,247
NEAR
PM Peak Hour
INTERSECTION VOLUME DEVELOPMENT
536
800
Intersection Critical Volume
STATUS?
1,336
NEAR
r;;~~o~~~O~N~N~
....... NN~'IIIt
~<OO~~;;;g~o~
'" III
gu iE
N- III
tt:!Ecn
Qi<:iQ.IllI'-~
ex:.... ~ N
W III
>-0: Z
d, Q m-r-
w>:: iE
~Q. III
::>ii!~Cfl
-':I:~
o >:: <(Ill
>11. w
~ m
... z
...
;:!
...
:E
w
0:
~o~~~O~~~o~
..... N eM
<O<Oo~~~o~~;:;u;~
.....~.....
O}a:l a:l0 0} <0 1.00 '<:f 'lilt U')-CC
V '<:f I"-I"-N I.OcnllO..........
..........eM
~~
~lf
Q.N
g;;;~o~~go~:;;:u;~
N M-.:r~.....
"'0>0
"'"'"
<0_ 0_
'" ~
d;~:!;;t:g
I"-- "'l "'l ~.....~
MU')-CC
:::R:::R??-:::R:::R??-:::R??-:::R:::R
:10000001.000
("')'<:f OOOOLO 0
CI)
Q)
E
:::
-
~
u
~
~
...,;
"''''
::0-
.. .-
0'=
1"--1"--00
<0("')1"-- 0
co "<;f" co v_
on
g~
N
E<??-??- cf. ??- ??- eft
,LOOOOOO
Q)'C"'}"<;f"0 00
0: ~
??-??-eft
000
o 0
III III r::: CIl
gni.Q~
0'0'0'0
........='....
. 0: 'C
:3 z Q)
0: 0:
C
"
00>
UN
"..
:0"'"
5!:!
OCfl
~;g:;:~;gg8:g:g888
_ "0'000000000
aim NNNNNNNNN
'"
" "
CIl c. 10::: 0::: 0::: a:: a:: 0::: 0::: a:::: a:::
1: ~. zzzz
"
o
u C
o;;e~
<(
...
u
Q)
.""
e
Q.
1:1
Q)
:-
e
8:
q:
~
..
"
'"
.c
u
1ii
E
B
~
"
.c
~ ~O.DO::J E c-a::::
......;:. :::l ..:! :::l E 0 en ;;:::
.Zco.oo.~OOO
'0 ...>>.roOZ'~C
lllICo c-ro
Q) 'E-..Qu EOa.~
.0 ro a. 0 .- .....
a: --l~OZ 8~O
:.
"
'"
~
'"
~
..
.c
U
I~
,=
o ~
.... ~
~
'C
E I;;
e E
... '"
,>
,OJ
:I:
'C
OJ
o
~ 0:
~ 0
~ x
~ "
Cfl 0
a.
,~
~.......~O~~~I"--O~~~N~
.....N!:2.N
LO<O<DO~~~~O~t:~cog
N~N
{()("')O"JO.....~gNo~~mcn::g
~ -~
~o~o~~~~og~~;::-g
..........~N
~.....~O~~~~OMC;~S;:
-r- N'<:t~1lO
CIl..!!! g..!!!
~J!!~!:!
(50 u 0
I-I-::JI-
. 0: 'C
N~"<;f"(",)COCO<O""'("')(O:fizQ)
8888888~880:: 0::
NNNNNNN......NN "E
"
0...
u...
"..
:0"'"
:J ni
c3Ui
"'"'"
"'ON
O"J 0_C"'l_ o::t
N ~
0("')(000
"''''"'''
","N","
??-*<f.<f.
LOOOO
"'","0
~
eft eft *
000
000
~
?f!.?f!.cf.
"'00
"' 0
a:: a:: 0::: a:: 0::: 0:::: a:: a:: a::: a::
zzzzz
W>'O.oo
>'W:::l::J:J
Z~o..oo.
E > >. ro
~~.Q8
ro a. 0 .-
--l~OZ
E~~g~
E0.!200
U >.a.. x c
- lll..:! ro
E ~ 8-~
o ~ >'0
ut9:I:
'C
0:
~
u
c
"
~
OJ
-'
OJ
.=
~
~
::;
'C
OJ
o
0:
o
X
"
o
a.
>-
:r:
0'"
"'
0>
cn.....-......
cn-.:rU')N
0..... Nt<')
_ _U":l _
N'IIIt -to
OC'?O"<;f"<O.......COLOOCO
N("')NN V
"<;f"NOCOC"'lO"Jr--OOLO
N '"
CO<DOC"'lO<ONCOO<O
N","~
goo~;:fC:~;no~
OCl<DO.......OOOONO<X)
OLO .......O<OLO("')
C"'l..- ~I"--r--""'<o LO
No::tC"'l'<:fCOOO<OI"--C'?<O
00000000)00
00000000>00
NNNNNNN.......NN
a::: a::: a:: a:::: a::: a::: a::: 0::: a::: a::
zzzzz
III >'.000
>.W::J:::l:::l
Z:::':::oo.a..
E >. > ro
~.Q~8
ro 0 a.._
--lO~Z
::J E ttI c- 0:::
EONU);;:::
E0.!200
u >.0... x c
- III 2 ttI
E ~ 8-~
o ... >. 0
ut9:r:
'"
>
<{
~
~
"
c,
c
o
U
'C
0:
"
u
c
"
~
OJ
-'
'C
..
o
0:
o
X
"
o
a.
>-
:r:
wv
0_
;0 0
o,M
~ W
W ~
- .
R"-
0>
~
o
, w
~ <;>
c
. N
~ 0
g :t
. I'- .
c:::c:::~
ffir.nu
Ol-o ,~
. C 0
I~~
]ffi~
n = 0
Cl::-:i a.
. - ~
~;(l~
~ 0 ~
.~>-
~ c"
-g 312
III ~:E
~ w ~
O:~OO
E~-g
~ .
is 6 a.
-0 ~ ~
o . -
::-:0: :ii
. . E
W W 0
~ ~ g
. .0
(/) <11-:"":
<(<(x
II)
Ql
e
:::l
-
~
<.>
it:
~
J..;
Ion . III II) I: U)
g~~:~~~~
N ""........::]1-
,iii " -g
',~ Z a::
E
"
o
u~
"",
:c'"
E S
a'"
'" III
gu ~
N- III
"-:IE'"
"-0.
~~ ffi
wI- m
><t: z
15 III
"'>:: ~
w.
:lE12 III
:l",:IE'"
O>::<C1Il
>0. w
!,1 iii
"- z
"-
~ 1f~
.... :lES:
::E Q..N
w
<t: >..,
=0.
~~
-
<.>
Ql
.""
e
0..
"tl
Ql
).
e
Q.
Q.
~
~ ~ :3
~i10
.,
"
.,
E
"
o
" C
o~g:
<C
~
..
"
>.
.<:
"
;;
E
E
1!
"
.<:
;
"
>.
"
C>
~
..
.<:
U
",v
0_
- 0
~~
u .
. ~
- "
"0.
n
0.
=>
CON-CO
cn.....Nco
.....~.....
~~M~
.....~'t"'"
CD..... -..-
Nc:nt'--.....
-~
~~N~
~~
~ ~ o;-~
-r-N!2M
lOco-en
,....CD~oo:t
I.t)(D01CO
_ _M -
N-M
"
Co ,
~
-
"
"
'0
~
0.
o
....
~
.0;
"
" N
~ 0
~ !E:
"~ "
a::a:::~
:iirnt>
Ol-O !!:!.
" C 0
:r~a:
o;;~-g
D", >
n - 0
a::: I a.
.g:Vi5
~ ~ ~
"~>-
~ c"
n<l.><ii
~~]
u . ~
O:D.
E~~
~ "
;:: c a.
DO.
o ~ Vi
~6:~
. . E
. . 0
~ ~ g
. .0
. . -
<<<<x
U>
<;>
E
o
u:
-
"
1!
0;
WN
0_
;0 0
NN
~ .
~
~ ro
roo.
~
a.
"
[II 0 O<D ~ '<t 0 '<t '" '<t 0 <D 0
0) :E M ~ N '" ... '<t '" 0
0 '" ~
0 (,)
N [II
tt:ecn
..c(D.m '<t 0 0 '" '" 0 '" .... '<t 0 0 ...
0:0: W M '" e- O) N <D 0)
~t- en N
>0: Z
C [II '" 0 0 '" '<t 0 '" '" '" 0 M 0)
Ill" :E ~ ~ ~ '<t '" N '"
Wo.. ~ ~
:Eo: [II
=> :EIIl
..J:I:
0,,"'[11 N OM'" e- O M'" '" 0 "'0)
>0.. W ~ '" M~ M M '"
!,1 iil N
U. Z
u. '"
'" ,,> '<t 0 e- N 0 N N '" 0 <D ...
0: 0..'" <D <D '" '" <D ~ 0)
.... ::;;3: M '" ~ ~
:;j 0....
W <D 0 0 "'~O "'... '" 0 '" M
0: ,..'" 0 '" M- e- ~ e- "''''
==0. '" N "'. 0'" '<t '<t_~
II) ~~ N N.o
Q)
E '" E :??- "" 'if. 'if. ***!!2 <?*cf?!!2
:;, 0
0 'if. ,0 0 0 0 000 '" 000",
- 0 " .0 N M 0 0- o 0-
~ N 0: ~ ~ ~ 0 ~ 0
.... ....
0 1 "'- '<D '<t '<t e- <D '" <D '" '" <D
:= j oQ 0 0 0 0 0 0 0 0 0
!i: '" <i:o ,0 0 0 0 0 0 0 0 0 0
" 'N N N N N N N N N N
<II '"
~ " " let:: 0:: a::: 0:::: 0:: a::: a:: :g o:::a::::a::c.D
'" 0.
.... 'E ,.. Z ZZZZ<D zzz~
.... ... ...
0 "
Q) 0 s ;,;
'", " ~ iii
~ '0* '" III
'"
~ '"
'"
"0 "
,.. ro l:Ooo::crE 0:: cr E
Q) .<: N U):Ja...~UJo ':;::(/)0
~ " ro
a: roCl..:JOOU o 0 II
e 1ii - .~ ~ ~ ~ ~ ~ ffi ~ Z.
E " 'ro
Q. " c ~~~~8.E " 0 c
Q. E '0 s '" 0. E
a: c z>~o>-o 0'" 0
<:( " ro ~...J IU IU
; -'
.<:
:0
"
,.. '0
" -0
'" ,g: > ~
~ 0:: iii
'" " W
.<: 0 0 Qi u <;>
U .... >< ro c
~ ro N
(5 .<: ~ 0
0. U 0 '"
c
,.. " &. t-- ~
I -' a:~
~(/)13
OlU ~
ro c 0
'0 '0 I m Q:
ro ro 1;]'2
0 0
'0:: 0:: "' >
E u - 0
ro 0 cr:::--= 5-
0 I
~ >< ~~5
u: ro ~
:~ (5 . _ W
0. ~ 0 ~
,.. ro~>-
-' I ~ c"
" ovtij
c . -
rn 1 ~
~ . ~
a: ~ .
'iii 'iii .c~-g
Q> e
- ,:: ,:: , c a.
" ~ 0 .
" ~ ~ g ~ ii
~ ~ ~ ?=a: :ij
iii . . E
I~ ~ . . 0
E E 0
0 o 0
. .0
. . -
0:0:><
l/)
Ql
E
::3
-
~
(.)
it:
l!!
~
...
(.)
Ql
'"..
~
'1:l
~
e
&
<:(
.. 00
gl..) :;:
NfE:Em
et:~o..ffi
~1- to
>et: z
'e en
en" '"
~o.. ~
::~~~
0"<00
>0.. w
I..) in
u:: z
u..
< ,,>
et: 0..<
~ ~3;:
:E Q.N
W
et: >. ..
._ 0.
~~
r--.~l/')~~Oa:lO~~;;;~
-~
r-...~r-..~~OtOor...a~~
~ ~
("')t()("')C'\lMO......OM"'lt-c.o
N Il)~ll)
~~("')c.o~OlOO~~~~
-.:t(OMN......O(")OMN-Q')
UJNLi)1O N N~~N
~~~~""'omo:;~a;-~
(,()C'\lMJ"- N.....eM
N N
~ E:~~~~~~~~~';.~';
o~2'~~(")~1.() 0 aotio
N .... "'1-:::11-
. et: 'C
'(0 CO N r--. r--.. ("') to C"') :fi Z CU
:8ggg~gggQ: a::
'NNNN NNN c:
::J
0..
1..)0
"'"
:c~
5 '"
coo
1;g;
~c6o
..
::J
..
E
::J
o
" C
o~~
<
"
c. In::: a::: a::: a::: a::: a::: a::: a:::
~:zz zzzz
:;;
"
>.
.c:
"
-
'"
E
.s
"
~
"
.c:
~
'"
"
>.
"
0>
~
'"
.c:
I..)
E ::J
o .~
0""
ti ,Z-U
'5- E
~ 0
0.. 0
'ci:l
o
o >:j
~ '0
0.
>-
I
'C
,0:.
E '"
e ~
LL ,c
j
'C
0:.
Ci) B
~ ~
(i) ~
'"
,-,
""
is
o
on
N
~~~gfS
z ~ l'tI 0
:-ea::O
--I<v~ffi
lU > 0 Q)
U 0 o.x
~ (5 ~o
..
'"
-'
co
l'
0>
:c
'"
o
~N
0_
- 0
~N
~ -
- ~
- 0
on.
R
"
NOlOLON
N ,., '"
NOOlOt--
..... .....("')Il)
1"-0 COlO 0
N~
c.oONCOtD
N~
o::to'<tocn
,., .... ~
~
O'lOCO(j)U)
("') "<:t<Dlt)
N ......COe'\i
~
*~'::R~!!!
oo~~~
o C"')l,{)o
~ ....
(0 C"') N l"-
oooen
0000>
NNN
~a:::a:::~~
~
'"
00
0:: ~ ~ ~
~ 15>2 ~
c~ a..
'" '" "
~Cl ~
o C;
'C
>
i'ii
>-
'"
~
"
ro
"
rn
.5l ~
-g <:;'
o 0,
~ u
g !E
o ~ 0
a::a::~
:i3 (.I) U
rn~ -
III C 5'
J: !liD::
-~
- > ~
.0 iii ~
~ - 0
a:: I c.
.g;"'5
~ ~ ~
o~>-
~c'"
-g~2
ro ~ ~
~ - ~
a: ~ "
ECi:~
~ -
is 0 n.
"0 ~ ~
~~%
" " E
_ _ 0
g ~ g
" "0
~:1x
'C
0:.
o
X
::J
'0
0.
>-
I
'C
0:.
"
u
co
"
..
'"
-'