APPLICATION
JJ~ .... .
(.i., ' --.:..---.:..-------------------------
I '
TRA:FFIC STUDY
BOYNTON LAKES
"'COMMERC 1 AL
,~
BOYNTON BEACH. FLORIDA
PREPARED FOR
LENNAR HOMES, INC.
DECEMBER 1991
~_:J CARNAHAN AND ASSOC I A TES ~ - I NC.
CONSULTING ENGINEERS
ENGINEERS SURVEYORS PLANNERS
6191, WEST ATLANTIC BLVD MARGATE, FLORIDA
(305) 972-3959 FAX (305) 972-4178
NO,
1
2
TRAF'FJC s'ruJ>Y
F'OR
BOYNTON I.AKJi;S COMMJc~RCJ AI.
BOYNTON BEACH, FLORIDA
REV I S ION'S
DATE
kJ~~ -
WAF:l, fl'. MA,JUALAWI I P. E.
F'J,OJUnA Rr-:G. NO,' 42646
12120/91
O~/04/9?
5 J tf.1q "Z.
----~..
'.
'I'}\BJ.E OF CON'J'EN'J'S
INTRODUCTION
S'l'UDY ORJEC'rI VF~
TRANSPORTATION ANALYSIS
STUDY AREA
EXISTING CONDITIONS
TRANSPORTATION SYSTEM
FUTURE ROADWAY IMPROVEMENTS
PROJF:C'l' ACCF:SS
BACKGROUND TRAFrIC
PROJF:C'J' 'j'R I P GgNr:RA'J' J ON
PASS-BY TRIPS
J N'J'Ji:RNA J, ] /'.A '.I'] ON
PRO,JECT 'I'RIP I)T.S'I'RIRU'l'(ON
AND ASS 1 GNMr:N'J'
FUTURE TRAFF' (C
I,EVEl. OF' SgRV I CE ANALYSI S
- TEST 1 (LINK/BUILDOUT TEST)
- AL'I'P;RNATg 'J'ES'J' J
- TEST 2 (MODEL TEST)
CONCl,USlONS AND Rr~COMM}i~N))A'.I'IONS
APPF.:ND I X A
CAPACI'l'Y ANAJ,YS] S
-i-
PAGE
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NUMRJi:R,
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NUMBER
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s
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J. J S'.I' Oft' 'J'AR) ,}i;S
'J'ARI.F.
'fF-S'J' :I ANALY S ) S
I.IST O~' FIGURES
LOCATION MAP
STUDY AREA
(RADIUS OF DEVELOPMENT
INFLUENCE)
EXISTING TRAFFIC
)<:X I S'rJ NG LANJo: Gl<:OMF;'fR,y
BACKGROUND TRAFFIt
'J'RA }<'}<' ) C A S8 J(;NM)<-;N '1'
'rO'l'AL 'I'R.AFF.'IC
- j j -
....
PAGE
21
.F I GUREPAGE
2
4
5
.7
9
17
19
:I N'j'ROI>UC'j'JON
l,ennar Homes, Inc. ret.ained Carnahan nnd Associ at.efl t.o
evaluate the traffic impact associated with the proposed commercial
development. ot Boynton l,akes P)n7.n Plnt, 'J'he p)at. consist.s ot t.wo
Tracts, Tract "A" being the outparcel plat and 'rract "H" beinq the
remainder ot t.he plat. 'l'his t.rattic study wi.)} be den)inq only
wi th Tract ','A",. the out parce 1 . . .
'fract. "A" 'consist.s ot 0, at> ncres ot vncant Innd and is locat.ed
at the southeast corner of the intersection of Congress Avenue and
Hypoluxo Road in t.he Cit.y ot Boynton Beach, Florida, The location
map as shown in Figure i delineates pro;ect's site, '
'fhe 5i te wi} 1 cons] st ot J t 0'/0 square te.et., ot conveni ence
store wi th gas station and car wash. The s{te was previousl y
appr.oved by Palm Beach County 'rrattic tor :I J ,000 square teet. ot
general Retail Commercial.
The pl at. wi II recei ve t.wo ent.rances ot ri qht-in- ri qht.-out.
One entrance being on the east side ot Conqr.ess Avenue ;ust south
ot the int.ersection ot Congress Avenue nnd ~YPO)\lXO ROnd, and the
second entrance is on the south side of Hypoluxo Road ;ust eait of
the subject intersection,
The Convenience store/Gas St.ation and Cnr Wash is proposed to
be completed by 1994 based on an estimated buiLdout period of 2
years.
S'J'UlW OHJF.C'j'JV":
This t.ratfic impact study wi)l be prepared in accordance with
the 1990 Countywide Traffic Performance standards Code (Ordinance
90-40) . The contormance wi t.h t.he Code consi st.s ot meet.i nq bot.h
Test 1 (Linkl Bui 1 dout tes t) and 'l'es t 2 (Mode l . test) al3 out lined in
Art.icle V ot t.he Code. 'rhe tolJowing ana),ysis is present.ed. as
outlined in Ar.ticl~ VI (Traffic Impact st~die~) of the Code.
'J'hf' t.ratti c impact study w:i)} f'va} uatf' a)). rOndt-1ny' links or
intersections within the Radiu's of Development Influence and Model
Rndius ot Development. lntluf'ncf' ot t.he proposed projf'ct..
-1-
'"",
J BLVD l ' .~ L,i.
~ , SUlJ.VJT \
I ~... >:;FJJT
~ ...~ ~
1 ~ . FOREST Im.L BlYD / l - r orfA
IA
,., I :::l ') n
~ a:: W
~ ~ ~ ~
r-..e ! ~
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I{J IN
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00'48
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00'93 WORm RO
SoP.. 802
.,.: r:M~- IkI ~. 00'
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~ lAHT~t" \ L,h
AlRP T .
lJJrr ANA RD ' FJJT4G 1
, ~
Si! ' ..L. )
HYPOLUXO RO 'Ell 45 , "
a:: :: 1\ ~. ) ~
~ 11
I\.-
PROJECT SITE ~
"
220 --AY.. rom
IIrf I 8.
~ ,\ j ~, 'n'
" ..
B 0'410/1 Cu,t.
lW ~ Rl ""&'10 ..
. ... BOMO~ REACH ~N
s.R. 804 .~. -
;
~ /
WOOL QRIG\\J' RO
~ - EGT41
) GOLF RO Is.. 123m J AV h I
,-/ /-
, " "
InlOl
.1 '
LOCATION MAP ,
'F rGURE
" ...~
.1
N.T.S.
'CARNAHAN AND ASSOCIATES, INC.'
CONSULTING ENGINEERS
-2-
The t.raffic impact. study is also referenced as the Joeve) of-
Service Impact Statement" in the Traffic Circulation Element Plan
ot Palm Beach Count.y.
TRANSPOR'fJ\'fJON ANAI,YSJS
study Area
-
The st.udy area is based on t.he radius ot deve)opment. intluence
for 'l'est 1 and 'l'est 2, which is out l tned i.n 'l'ani e 2A ot the Traffic
Performan~~' Ccid~. Table?A ie)a~es the m~ximum radius of
development influence distance to the net trip generated by the
sit.e. t.he ..net. trip qeneration tram the site, ,as out.jined in
proiect Trip Generation Section of this traffic study, is estimated
to be 99~ daily trips, As outlined in 'Ntb)e ')1\', the' radius of
development influence distance for 981 net daily trips will be 1
mile. The) mil~ dist.ance will be measured in road miles, not in
geometric radius, beginning at the site's access:ori Congress Avenue
and Hypoluxo Road and t.erminat.ing at the adjacent roadway links]
mile away from the site.
Based on the above the) mile radius ot development. intluence
distance was measured along the adiacent roadway network and the
study area is shown in Figure ').
Existing Conditio~s
Existinq traftic counts tor all the roadway links within the
study area were obtained from the latest traffic volume counts
conducted by Palm Beach County Metropolitan Planning Organization.
Figure 3 shows the existing Annual Average Daily Traffic (AADT) for
the available 199) 'fratfic Volume. 'rhe existjng volume tor
Congress Avenue south of Hypoluxo Roaddifters from the volumes
reportect in the ) 990/) 99J t.rafti c vol umes, '.I'he reason bei ng is
that the volumes were reported much lower than actually exists, a
cor recti on was made to ret I ect act ua) cond) tj ons .
-3-
S. 6th AVE.
.-
$
CO
a:
uS
-
,..
i
It) i
t1I ; uS
S :i
~ !
N.T.S.
OLD BOYNTON WEST RD.
LEGEND:
E,FFECTED ROADWIN LINK
r // .;jt' STUDY AREA
, .
STUDY AREA
(RADIUS OF DEVELOPMENT INFl:-,UENCE),.;,
FIGURE
.2
CARNAHAN AND ASSOCIATES, INC.
" CONSULT I NG ENG J NEERS
-/.-
T
N.T.S.
g
co
a;
CI)
-
-y-
S. 6th AVE.
LANTANA RD.
(S.R.812)
22.16~
~1 ~
2 a;
CI)
-
31.588
... .
HYPOLUXO RD.
Q
a:
! t I
,:I:
PROJECT
SITE ;
'~t ~
~ ~
~ ~
~~
I>
N.W.""~
OLD BOYNTON WEST RD.
It)
Q)
~
~
;
s
i
EXIST~NG TRAFFIC
I, ~
LEGEND:
! .'
ae,748 .
4 .
EXISTING MDT TRAFFIC.
CARNAHA~D ASSOCIATES, INC.
CONSULTING ENGINEERS
-5-
,..
o
z
I
en
::l
FIGURE
3
Transportation System
Existing lane qeometry tor R)) etfected rORdwRY links within
the study area were field investiqated to verify' existinq
cond:itions.
Congress Avenue currently ex:istfl as a tour lane divided
roadway within the study area trom Miner Road to Lantana
Road.
Hypol uxo ROod exi stfl oR 0 si x J nne d:i vi ded' rOodwoY eaRt
ot Conqress Avenue to 1-95 then becomes tour lane divided
east at J "9~. F'rom COnqreSfl Avenue to Hi 1 j tary 'J'rai J I
Hypoluxo Road exists as tour lane divided ,roadway.
High Ridge Road exists as a two Jane undivided rOodwnY,
Fiqure 4 outlines the existinq Lane qeometry within the study
area.
Future Roadway Improvements
Palm Beach Count.y I'F'i ve Year Road Program" Rnd FI od da
Department oJ Transportation "Transportation'tmpl7Qvemen.t proqram"
were consul ted. t.o obt oi n the tunded rORdway j mprovement.s
anticipated to be compl eted by proiect' s bui ldout year. The
to)) owi ng outl ines t.he status on the adjRcent roadway network
within the study area:
Conqress Avenue trom Mi ner RORd to ],antanR is not.
scheduled tor improvements on the Palm Reach County Five
Year Road Program,
Congress Avenue trom T,Rntana to T.Rke Worth Road is on t.he
Palm Beach County Five Year Road Proqram tor desiqn only
durinq the :I 99:1 /:1 99/ Pi sca) Year wi t.h no designat.ed
construction date.
Hypo)uxo Road trom Congress to MiJit.ary is not scheduled
tor improvements.
Hi gh R:i dge Road is not. schedul ed tor ; mprovement.fl anC!.
therefore will remain as a two lane taci)ity.
The only improvements that are anticipat.ed wit.hjn t.he study
area are the ant icipated improvements to the intersection of
Hypoluxo Road and Congress Av~nue. The- jmprovem~hts consists ot
additional left turn lanes on Hypoluxo Road. The left turn lanes
will consist. ot an east.bound and a westbound lett turn lane.
-6-
S. 6th AVE.
LANTANA RD.
(S.R.812)
.-.
g
CO
II! a .-.
S
en .. CO
- lilt II!
en ...
4LD - i
8LD
HYPOLUXO RD. I
c::i ."
a:: 0) ; en
a III ~ :)
uJ ::) 8
~ ... a: In
I C\I :J: ~ III
a S2 i
... ::c
lilt ~
~~.
J>
N.W. ",.rr;
LEGEND:
2LUD
4LD
TWO LANE UNDIVIDED
FOUR ~ DIVIDED
OLD BOYNTON WEST RD.
EXISTING LANE GEOMETRY.
FIGURE
....j
N.T.S.
CARNAHAN AND ASSOCIATES. INC.
CONSULTING ENGINEERS
4
Port.ions of ri ght.-ot-way needed tor constructinq th~ westbound) ett.
turn lane on Hypoluxo Road wi.lL be acquired from this prope'rty
during t.he platting process.
Based on the above determination, tuture roadway, improvements
are not anticipated within the proiect's area ot in1:luence.
Project Access
There wi 1 1 be two dri veways accessi nq the si te. 'rhe t i rs t
access will be on Congress Avenue ;ust south ot the intersection of
Hypoluxo Road and Congress Avenue. The second access will be on
Hypoluxo Road iust east of the subiect intersection.
Both accesses will consist ot right-in-right.-out only without
any right tqrn.l~nes on either Congress Aventi~ or Hypoluxo Road.
ME'dian openings will not. be available tor this outparcel because ot
the close proiimity to the subiect intersecti~n.
Background Trattic
An inves~i~atjon ot background trattic growth was bonctuat.ed
wi.thin the study area utilizing the "Compound Growth Rate - Tratfic
Pertormance St.andard () 986-- ) 990)" as provj ded by Pal m Reach County.
the Compound Growth Rates are estimated utilizing the
increase/decrease of average daily tratfic over the most recent
three-year period. Palm Beach County requires that Engineering
judgement. be exercised in the uti) i 7.aU qn ot the hist.or:l ca) growth
rates. This study considers such eval uat i.on in determining the
background t.raffic.
In addi t.ion t.o the compound 9rowt.h rates, the study incl ud'es '
all maior projects that could have impact 6n the roadway network
wi t.hin the st. udy area. Pa 1 m Beach County "Ma .ior Pro ject.s Map" was
consulted to determine the location of such proiects. The major
projects are:
Melear P.U.D.
located on Congress Avenue between
Hypol uxo Road and N . W. 22nd Avenue
The deve) opment. consi st.s ot :I OOb dwe1 ) j ng un:i tEl ot resi dent.:i al
and 30,000 square feet ot retai i commercial. The deveLopment is
under const.ruaU on and h el d :i nvestiqah on ind:i cated t.hat. ) :~O
dwelling uni~s of residential an~ the 30,000 square t~et ot re~ail
remai ns to be deve} oped. 'J'he study :i nc) uoes the remai noer ot ,the
development as part ot the backqround traffic estimation.
-8-
...".
S.6th AVE.
LANTANA RD.
(S.R.812)
.-.
g
CO ~1
II! .-.
po..
en 2
- II!
23.091 en ...
- 36.074 d
~ . z
HYPOLUXO. RD. I'
ei ."
a:: 0) ; en
III ~ ::)
i ~1 8
! a: In
~1 i :J: ~ I
S2
:J:
~ ~
LEGEND:
OLD BOYNTON WEST RD.
-\
30.032 ' .
4 .
TOTAL BAC~GROUND T~FIC (ADT)
BACKGROUND TRAFFIC
F'I GURE
.'J
5
N. 1. S.
CARNAHAN AND ASSOCIATES, . INC.
CONSULTING ENGINEERS
) ocated at. ,the sout.h corner of
the intersecti6n ot C~ngress
Avenue and Hypo~UXo'Road
Motorola is an industriaL development consistinq of 8?S,000
square teet. ot pro ject.ed i ndust.rj a) use. Current) y an est.:i ma ted
425,000 square feet of industrial has bElen DIJilt with 400,000
square teet. remains t.o be developed. It appears t.hat teh remaining
development of MotorIa will not be developed during the next two
years. However t.he st.udy will incorporat.e t.he remainder ot t.he
industrial use as part ot the background traffic proiection.
Motorola
Figure 5 out.) ines t.he tot.cd background trath c wi t.hin t.he
study area.
Project. Trip Generation
Trips were generated tor t.he project. wlder morning peak hour;
afternoon peak hour and daily conditions: Trip generation
character) sb cs were obtai ned for conveni ence market using the
Institute of Transportation Engineers (ITE) Trip Generation Manual,
li'ourth Edi ti on . ~'he fol) owi ng t ormu] as werE" obt.ai ned from ITE 'l'ri p
Generation Manual.
(A) Convenience store
Daily T :: 88'/.OS6 (x)
AM Peak 'I' :: 6 '/ . 6 J J ( x ~
PM 'Peak '{' :: "/1.1?5 (i<)
(R) Gas stat.:i on
Daily T :: '/48 T/D
AM Peak T :: 21 ~1/P..H. '
PM Peak T :: 25 T/P.H.
The above rat.es are based on Palm RE"Rch Count.y Road Impact.
Fees Ordinance (8/29/89).
(C) Car Wash
Daily
:::: J 66 'I'd psjnay
, ,
Based on information obtained from Palm Beach~~unty published
studies.
-10-
The directional dist.ribut.ion tor t.he tast. tood restaurant. and
the convenience market on a daily basis is 50% entering and 50%
exit.inq the site.
'rhe projectedt.ot.al trip volumes are outLined in the following
trip generation summary.
Pass-By 'I'rips
Pass-by t.ratfic was cal cul at.ed tor t.he conveni ence
using the 1990. Count ywide Traffic Performance Standa rds.
convenience market. wi 1 1 experi Bnce a 4t>% Pass-by rat.e'tor
convenience store and S8% paRs-by tor the gas station. The
wash w) } l not. experi ence any pass-by reduct.:i on because t.he car
trips are net trips.
market
The
t.he
car
was
These rat.es are credited aqainst the trip generat.ion trips and
are shown on the trip generation summary.
-11-
Internalization
As previously mentioned, the convenience market will be
developed within the larger commercial site as an outparcel. It is
anticipated that some internal trips will be experienced within the
site.
The internalization rates between the convenience store and
the commercial site were estimated from Palm Beach County memos for
internalization rates (9/22/88 and 6/29/90). The following
outlines the-internalization rates:
01. INTERN~~IZ~TION BETWEEN CONVENIENCE STORE~ GAS STATION, & CAR
WASH
Palm Beach County allows 27% internalization rates between Gas
station and Car Wash.
02. INTERNALIZATION BETWEEN CONVENIENCE STORE AND COMMERCIAL SITE
The internalization rates were based on previous ITE studies
for mixed use developments. The ITE article reflected larger
mixed-use developments and therefore the internalization rates
were reduced accordingly to reflect development size. The
internal trips are estimated to be 168 tripS/day of total
trips end. This will account to ,84 trips/day internal to
the convenience store and 84 trips/day internal to the
commercial site.
03. INTERNALIZATION BETWEEN CONVENIENCE STORE AND RESIDENTIAL
It is anticipated that some traffic will be internal between
both uses. Based on the ITE mixed-use article it was
estimated that a total trip ends of 64 trips/day 'will be'
internal between both uses. This will accouht to about 32
vehicles/day attracted to the convenience store or 32
vehicles/day produced at the residential.
-12-
TRIP GENERATION SUMMARY
(DAILY)
* GAS STATION
TRIPS/DAY/SITE
58% PASS-BY
748
434
314 TRIPS/DAY
* CONVENIENCE STORE
887.056 TRIPS/DAY/1000 SF
Xl,570 SF
27% INT. GAS ST./CONV. STORE
1',393
376
1,017 TRIPS/DAY
45% PASS-BY
458'
INTERNALIZATION CONV./COMM.
559 TRIPS/DAY
" 84
475 TRIPS/PAY
* CAR WASH
TRIPS/DAY/SITE
166 TRIPS/DAY
NET TRIPS
GAS STATION
CONVENIENCE STORE
CAR WASH
+
+
+
314
475
166"
TOTAL
=
955 TRIPS/DAY
-13-
*
*
*
TRIP GENERATION SUMMARY
(A.M. PEAK)
GAS STATION
TRIPS/PEAK HR./SITE
58% PASS-BY
21
12
9 TRIPS/PEAK HR.
CONVENIENCE STORE
67.611 TRIPS/PEAK HR./1000 SF
X 1,570 SF 106
27% INT. GAS ST./CONV. STORE 29
77 TRIPS/PEAK HR.
45% PASS-BY
35
INTERNALIZATION CONV.jCOMM.
42 TRIPS/PEAK HR.
12'
30 TRIPS/PEAK HR.
CAR WASH
. ."
TRIPS/PEAK HR./SITE
9 TR~P~jPEAK HR.
NET TRIPS
GAS STATION
CONVENIENCE STORE
CAR WASH
+
+
+
9
30
9
TOTAL
48 TRIPS/PEAK HR.
=
DIRECTIONAL DISTRIBUTION: 50% ENTER- 50% EXIT
.
-14-
~
TRIP GENERATION SUMMARY
(P.M. PEAK)
*
GAS STATION
TRIPS/PEAK HR./SITE
58% PASS-BY
25
15
.10 TRIPS/PEAK HR.
*
CONVENIENCE STORE
71.125 TRIPS/PEAK HR./1000 SF
X 1,"570 SF
27% INT. GAS ST./CONV. STORE
112
.30
45% PASS-BY
82 TRIPS/EEAK HR.
37
INTERNALIZATION CONV./COMM.
45 TRIPS/PEAK HR.
7
.38 TRIPS/PEAK.HR.
*
CAR WASH
TRIPS/PEAK HR./SITE
7 TRIPS/ /PEAK HR.
NET TRIPS
GAS STATION
CONVENIENCE STORE
CAR WASH
..
TOTAL
+ 10
+ 38
+ 7
..
= 55 TRIPS/PEAK HR.
50% ENTER - 50% EXIT
DIRECTIONAL DISTRIBUTION:
-15-
Project 'frip Distribution and .Ass:i qnment
Di stribution ot new proiect. t.ri ps was based on a review ,of,
Palm Beach County Metropolitan Planning Organization socioeconomic
data and engineering knowledge of the area. The socjoeconomjc dat.a
are available through the productions "ZUATAl files" and the
at.tractions "ZnAT1\2 tj les" ot the F'l or:! da Urban 'rransportat.iop
Model structure (FSU'I'MS) tor aLL zones within thE1 transportation
st.udy area. 'J'he at.traction tiles include a)l ,commercial,
industrial and service employment within the :=>tudy at.:-ea. The
production files include al) single family and mult.i-family
residentials and hotels/motels. Based on the avaIlable data,' the
following distribution was obtained:
TRIPS DISTRIBUTION
pI~~CTION
PERCENIT'AGE
North
East.
South
West.
2S%
35%
25%
10%
'J'O'1'A)' : J 00%
The distribution rates were baSAd on" the premise that the
. percent. of si te tratti c produced is di rect 'j y proporU ona 1 to t.he
attraction size and inversely proportional to the square ot the
dist.ance from t.he sit.e to the at.t.raction,
The assignment of site traff.ic was performed assuming the
shortest and fastest. path that drivers WOllld more frequent.ly favor
in their intended movement. By applying the di$tribution and
ass:iqnment. char,act.e.d sU cs t.o thE' roadway network., the ant:\ c:i pat.ed
assignment rates were depictAd in Figure 6.
-16-
...
N.T.S.
S. 6th AVE.
LANTANA RD.
(S.R.812)
.-.
g
CO ~1
II! .-.
en S
CO
- ~
...
15% CI) 35% i
-
... .
HYPOLUXO RD. I
Q ."
a: 0) ; en
~1 III ~ :::)
i 8
a: I 6
10 :J:
~ ; S2 i"
:J:
~. ~
LEGEND:
OLD BOYNTON WEST RD.
,25% .,
4 ' ..
PROJECT TRIP ASSIGNMENT ,
TRAFFIC ASSIGNMENT
J
CARNAHAN. AND ASSOCIATES. INC.
CONSULTING ENGINEERS
-17-
FIGURE
6
.Future Traffic
The t.otal 1995 trafb c vol urnes tor the commerci a) development.
are illustrated in Figure '/. The total traffic volumes are the
summat.i on t.he assigned pro ject t rat f j c, t.he pr.o ject.ed 1990
background tr~ffic growth and the existing 199i traffic volumes.
The fut.ure tr~ftic volumes wi)) be the basis ,tor det.ermining
level of service compliance.
r.evel of Servi ce Analysis
This t.raffic analysis must demonstrate compliance with th~
standards c6ntained in Article V'of the J.99() P;:l.lm Beach CountY"1ide
Traffic Performance Code. The Standards con~ist of complyinq wit.h
the adapted I eve!. of. -servi ce tor two tes ts': '.Tes t J.' ('Link/ Bui ldout
Test) or Alternate Test) (Peak Hour Test) and Test ~(Mode) Test).
The following outlines the analysis tor each test: '
'fest] (I.ink/Ruildout. Test)
The analysis consists of projecting the pr6ject's new trips on
the maior thoroughfare links within the. proiect'sradius of
development. influence and evaluat.inq the level of service tor the
'total traffic. The total traffic 'consist~ ot proiects traffic,
existing traffic, background t.rattic and approved projects as of
the buildout period. The standard states that the level of service
may be exceeded bY,a total of (0%) tive percent of )~ve) of$ervice
D. This (5%) five percent consists of the cumulative traffic from
all projects permit.ted aft.er February] J J990.' Provided't.hat no
one pro;ect may use more than one-tifth ot the five 'percent or one
percent. at the' tot.al avaj) abJ e on any } ink l.Ji thi n the project. I s
radius of development influence.
From tfabl e '?A (Maxi mum Radi us of DeveJ opment Infl uence tor
Test 1) of the code, the net trip gener.ation is 98J. trips/day.
'J'herefore, ,the maxi mum radi us of deve} opment. j nf) uence is J mi 1 e
and all the roadway links within the 1 miLe distaric~-must ~eet Test
:I. Meet.:ing Test. ) consists of- re} aUng the projected tot.a) t.rafti c
to the Level of Service D average daily trattic. This could be
accomplished by evaluating the projected total t~attjcJ as shown in
Figure 7, and the average daily tr.attic tot' Level of Service D as
t.abulat.ed in Table JA of the ]990 Palm Reach Countywide Performance
Standards. Table lA of the Standards reLates the Level of Service
D to t.he facility type as obt.ained from the :PDQ'I' Manua} tor group
D. The comparison is outlined in Table 2 as Test 1 Analysis.
-18-
S. 6th AVE.
LANTANA RD.
(S.R. 812)
.-.
g
CO
Ii .-.
"1 i
en ~ ., /
Clio
- ~ ai
...
23.238 U> 36.417 d
.....
. . z
HYPOLUXO RD. ~
ei ."
IX: 0) i en
!1 III ~ :)
i 8 I
a: I
~1 i :J: m
~
; ~
LEGEND:
.. 80.277.
TOTAL PROJECTED TRAF-:=IC (ADT)
OLD BOYNTON WEST RD.
TOTAL TRAFFIC
FIGURE
.,'
N.T.S.
CARNAHAN AND ASSOCIATES. INC~
CONSULTING ENGINEERS
-19-
7
, ...,-.
Table 2 outlines that. Congress Avenue from HypoJuxo Road to
N.W. 22nd Avenue exceeds the maximum allowa~le Level of fiervice.
The exceedence is due to backqround t.ra1-:t-i c qrowth and not: due to
pro;ect's traffic. However, Conqress Avenue is a dir~ctly access
link and t.he tot.al traffic will exceed V!C ot J .00. In order t.o
contorm with the traffic ordinance, Al~ernate Test 1 was elected
and t.he tollowing evaluation out.lines the ~nalysis.'
Test 1 (LinkjBuildout Test)(continued)
In addition to the above determination, Palm Beach County
Tabl e J (Exist.ing. Net.work Defici enci es J 988 "'fest. .,}") was
consulted to outline any links that are operatinq below Level of
Service D. It. was found t.hat none ot the roadways within the study
area were on the list.
Therefore, based on t.he above d~termination th~ project
complies with Test 1 requirements with the exception of Congress
Avenue from Hypoluxo Road to N.W. 22nd Avenue.
Alternate Test One
Since the. tota). projed,ed t:rath c bnC'ongrE'!.s8 Avenue .trom
Hypo 1 uxo Road to N. W. '22nd Avenue e xCBeds the adopt.ed + eve l of
service tor test. one, alternate test. one was elect.ed tor analysis
instead of test one.
Alt.ernate test. one can be satisfied it peak hour, peak season,
peak direction total volume does not exceed the allowable level of
~ervi ce as ont.l i ned in Appendi x "n" of F'J10'.l' J.ev0} "of. Servi ce Manua)
and the intersection's critical volumes do n0t exceed 1400 vehicles
as out 1 ined in t.he Hi qhway Capaci ty Manna) "Pl anni ng Capaci ty
"Analysis" section.
The p.m. peak hour volumes tor the intersections ot Conqress
Avenue with Hypoluxo Road and N.W. 22nd Avenue wete obtained and
t.he t.otal traffic was projected tor t.he buildout. year of 1993 of
the pro ;ect to inc 1 ude backqround t ra t tic qrowth and p '. rei. peak
project. t.raffic. The assignment. of trattic was similar t.o t.otal
traffic.
The intersect.ions planning capacity analysis are indicat.ed in
Appendix "A". As shown. in Appendix "A", Congress Avenue and
Hypoluxo Road will have a critical projected iot.al volucie of J393
vehicles which is below the aLlowable 1400 vehicles. The
i ntersect.:i on ot Conqress Avenue and N ,.W, L?nd Avenue wi l'l have a
critical proiected total volume of 1232 vehicles which is also
below the al]o~ab]e ]460 vehib]ps,
-20-
.
I":l u: It) ('t') 0'1 ro- .q<
~-;l 0 0\ ro- r0- m
0.. .-l 0 0 0 0
E-< Qi 0 0 0 0 0,
tI) , 0 0 0 0 0
1-4 tI): ('.I ('.I ('t') ('.I t'
X O~ 0 0 \.0 0 ('t')
rz:l ...:Ii ('t') ('t') .q< ('t') r-l
u:
1-4
...:11&4 It) ("l t' GO \.0
IlC 1&4; ("l r-f r-f ('t') ('t')
E-< 1lC; \.0 ('.I "l:l' ("l \.0
O~; .-l GO \.0 ('t') .q<
E-< E-<I ('t') ("l ('t') ("l
I
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. 1-4,
I":ll&4i It) It) ('t') ro- 0\
01&4' .q< .q< "l:l' ~ .q<
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...:I' 0 ro- .q< r-f ro-
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~i o E-<~ ('t') 0'1 0 0 It')
fI1' to ~I .-l t' \.0 ('t') "l:l'
~) ('t') ('.I ('t') ("l
..... ~! i
1lC:
~ ~! . u!
..:I 0:: 1-4!
= 01&4! \.0 GO 1.0 \.0 GO
'.c: ...-Ii :r:: 1&4' It') f"'- GO ('.I r-f
E-i I U fill: \.0 ('t') .q<' 0'1 ('.I
E-i' fill 0::' r-l r-l .q<
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E-ti '0\
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I
E-t I C'l GO GO \.0 \.0
to E-< i ro- It) It') r-l ('t')
1-4 Q' 0'1 \.0 r-I C'l "l:l'
X fI(! ('.I ('.I ('t') ('.I
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I
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>< Z Cdrz:l fill ('.I Cd
0' D fill !:l::0 'E-< ...:I ::>
E-<i ...:I E-<Q O"Z 1-4 1-4 ~z
I 00 z< Zrz:l ...:Ifill ~rz:l
I ~< fill 0 0> 1-40:: .>
>to ...:10:: u< XE-< zflll
i =0::
I
! 0 tI) 0
('.I x tl)rz:l ><
~i ('.Irz:l D rz:IO D
::> ...:I O::z ...:I
0::' 'Z 00 It') Orz:l 00
rz..: ~rz:I ~fIll 0'1 z> ll.1lC
! .> >to I 01lC >to
i Zflll =!:l:: 1-4 t). =0::
I
tI) tI) 0 0
>t tI) tI) >< X
fill, rz:lrz:l rz:lrz:l ::> ::>
~I 0::0 0::0 ...:I ...:I Cd
QI OZ OZ OQ OQ =80
<, ZrzJ Zrz:I ~1lC ~< o fill
O! 0> 0> >to >to 1-4'1-40
0:: 01lC 0< =0::: =0::: =0:::0:::
-21-
The peak hour, peak di recti on vol Ul'Tle was project.ed tor. t.he
subiect link to include p.m. peak hour direction traffic, It ~as
found t.hat. the nort.hbound approach wi 1 1 have a t.otal t.rat:hc ot
1279 vehicles. Visiting Appendix "n" tor tour Lane divided
roadway, t.he maximum peak hour, peak di recti on, of J eve] or servi ce
D is 1890 'vehicles. Theretorethe link total traffic of 1279
vehicles will .be below t.he allowable ]B90 vehicles.
.. . . .
Based on the above determination, the proposed ~roiect will
concur with peak hour intersect.ions capacity and link volume peak
hour, peak direction capacity and therefore meet alternate test
one.
Test 2 (Model Test)
The analysis consists of obtaining the project's net t.rips as
proiected in Test 1, determining the model radius ot development
influence from 'fable /R (Maximum Radius of, Development Influence
for Test 2) of the code, and evaluating the level of service for
the t.ot.al t.raffic. 'rhe tot.al tratbc differs from Test Jbuildout.,
traffic and is defined as model traffic. Model traffic consists of
anticipated t.raffic as assigned by t.he FSUTMS mode) on t.he fut.ure
2010 roadway network resulting from all ~pproV~d (b6th built and
unbui 1 t) projects. 8im) ) ar t.o 'rest ], t.he standard al) ows t.h~
level of service t6 be exceeded by 5% of Level.of S~rvice b"pending
DO one project. caD ut.ili~e more than 1% ot this ~%. In addit.ion,
Test 2 requires all proiects that generate more than 7,000 net
t.rips/day to utilize t.he model tor traftic assignment and I,evel of
Servi ce determina ti on. Thi s pro i ect does not qen'era te '(,000 net
t.rips/day and t.herefore will be exempted from such analysis.
Based on Table 2B of the code, the maximum radius of
development. intI nence tor t.he qen~rat.ed 98] ve'hi c) es per day is the
directly accessed li.nk. 'fherefore Congress' Avenue from Hypol'ilxo
Road t.o N.W, //nd ~veDue and Hypo)uxo Road, from Congress Avenue t.o
t - 95 mus t dnot' exceed Tefl t 2 capaci ties. The Pa l m Beach County
Tab) e (Test 2 - Roadway Capqcj t. y Rxceedences- .1 \Ul e , '] 99)) was
consulted to discover that none of the roadway links within 1 mile
from the sit.e was on the list.
Based on the above determination, the p~oiect complies with
Test / requirement.s.
-22_
';'" q
CONCI,tHHONS ]\NJ) RF.COMMf':NJ>A'frqNfl.
Rased on t.he transportation analysis tor Test I Alternate Test
One and Test 2 I the propos Ad commercial development 9t Boynton
l,akes con torms . wi t.h t.he est. abl i shed :I 990 Pa 1 m Hea en Count.ywi de
Traffic Performance Standards. It isacknow~edq~d, that the
proposed development w:ill ut::il:i7.e Alternate Test One in lieu ot
Test One to meAt transportation concurrency on the directly
accessed link of Conqress Avenue trom HYPo)ux~ Road to ~.W. ?2nd
Avenue.
Theretore, Carnahan and Associ at.es ' recommends' that a
transportation concurrency compliance he granted for the Boynton
I,akes Commercial development..
, '"
-23-
APPENDIX "A"
CAPACITY ANALYSIS
.....
----------------------------------------------------,
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CONGRESS AVE & HYPOLUXO RD
12/19/1991
CON&HYP
NTERSECTION :
YPOLU~O RD @
YPOLUXO RO @
ONGRESS AVE @
ONGRESS AVE
1993 TOTAL
CBD?N
CTUATED SIGNAL
------------------------------------------------------------------------------
P L A N N ,I N G A N A L Y S 1 S'
LANE 1 LAN E 2 LAN E 3 LAN E ' -4 LANE 5, LANE 5
?P MVM VOL MVM VOL MVM VOL MVM V.OL MVM VOL MVM VOL
- - - - _ _ _ w _ --------- --------- --------- --------- ---------
E8 L 301 T 284 T 285 R 185
we L 3'31 T :;: 80 T 380 R 210
. /
NB L 274 T 455 T 455 R 296
S8 L 145 T 437 T 438 R 224
E-W CRITICAL &81 N-S CRITICAL 712 STATUS. "NEAR "
""'"
~~
i
12/19/1991
CONGRESS AVE & HYPOLUXO RD
CON&HYP
INTERSECTION :
H Y POL U;X 0 R D @
HYPOLUXO RD @
CONGRESS AVE @
::ONGRESS AVE
1993 TOTAL
CBD?N
~CTUATED SIGNAL
-------_._-------------------------------------------~--~-------------------~----
T R A F F 1 C & R 0 A 0 W A Y C 0 N 0 I T I 0 N S
CiRADE HV ADJ. PKG LN. . BUSES CON F. PEDS PED BUTTON ARR
APP (% ) (%) Y /N Nm (Nb) PHF (ped~l.hr') Y/N SEe TYPE
----- -----.--- -------...- ----------
-EB 0 (I N 0 0 0.95 0 N 0.0 4
'B 0 0 N 0 0 0.85 0 N 0.0 4
NB 0 0 N 0 0 0.97 0 N 0.0 4
SB 0 0 N 0 0 0.92 0 ~ 0.0 4
-------------------------------------------------------------------------------
" I
( E 0 M E T R 1 C c / v 0 L U M E S
-, ..'
LANE GROUPS
VOLUME 1 2 3
APP LT TH RT MVM LNS WD ". MVM LNS WD MVM LNS WD
---------------- ---------------- ---------------- ----------------
EB 301 5 &9 185 L 12.0 T 2 24.0 R' 1 12.0
WB 391 760 210 L 12.0 T ~. 2 24 '.0 R 1 12.0
NB 274 912 29 I; L 12 . 0 T 2 24.0 R 1 12.0
58 145 875 224 L 12.0 T 2 24.0 R 1 12.0
....
-----------..-------------------------------------------------------------------
S G N A L P H A S N G
APP PHASE 1ST MV 2N D MV 3 RD. MV PROT PMSV G. Y+R
----- ------ ------ ------ - - -- - - --
E8 1 L L Q 0
EB 6 T ' .. 'R R 0 0
WB 5 L L 0 0
WB 2 T R R 0 0
"l8 7 L L I., 0 0
''..1
. B 4 T R R" 0 0
58 3 L L 0 0
58 8 T R R 0 0
-y-- - '~""'"
_/19/19':)1
SB TOTAL
1 244
I
\
< '
224
I
I
, )
'145
v
875
=r: == a:: = = = = = = = = .c.=
1 - - - *
2 '- - - >
1 ---*
v
HYPOLUXO RD
E/W STREET
EB TOTAL
1055
301 "
-----,
56'3
- - - - - ;>
185
,..----.-. '"
I
I
I
< *
INTERSECTION CON&HYP
N
I
W -+- E
I
s
CONGRESS AVE
N/S STREET
2
v
I
I
I
*)
1\
\1
< *
CONGRESS AVE
N/S STREET
^
2
I
I
I
I
I
, I
I
I
I
I
^
2'10
WB TOT A L
760 13E.l
<-----
391
v
HYPQLUXO RD
E/W STREET
*)
I
I
I '
^
*---
(--- 2
* - - - ,
v
---===..=====-
1
274
,(. .-
';'J I
'0"
'F
I
<312
^
296
. >
I
I
NB TOTA~
1482
12/19/1991
CONGRES~, AVE. & NW 22nd AVE.
CON&22
lTERSECTION :
J 22nd AVE @
J 22 n dO A V E @
)NGRESS AVE @
IN GR E S S A V E
93 TOTAL
CBD?N
TUATED SIGNAL
._-----------------~-~~'~---------~---~-----------------------------~----------
P L A N N I N G A N A L Y S S I
LANE 1 LAN E 2 LANE 3 LANE 4 LANE 5 LAN E 6
P MVM VOL MVM VOL MVM VOL MVM VOL MVM VOL, MVM VOL
., - -- - - - - - - - - - --------- --------- --------- ~- - - - - - - - - ---------
EB L 223 T 13(; T 137 R 197
WB L 1 4:3 L 143 T 220 T 220 R 196
NB L 1 G 8 L 169 T 61 7 T 618 R 284
S8 L 35 L 36 T 4 ~I 1 T 452 R 255
E -W CRITICAL 443 N-S CRITICAL 789 STATUS . "NEAR .11
.
i?
12/19/1991
CONGRESS AVE. & NW 22nd AVE
CON&22
TERSECTION :
I 22nd AVE @
I 22nd' AVE @
'NGRESS AVE @
'NGRESS AVE
93 TOTAL
CBD?N
TUATED SIGNAL
--------------------------------------------------~--~~---.~---------.----------
T R A F F I C & R 0 A D W A Y C 0 N 0 I T I 0 N S
GRADE HV ADJ. PKG LN. BUSES CONF. PEDS P ED BUTTON' ARR
,P P (% ) (% ) Y IN Nm (Nb) PHF (peds/hr), Y/N SEe TYPE
----- --------- - - - - ---------- ----------
EB 0 0 N 0 0 0.90 0 N 0.0 4
I) 0 N 0 0 0.90 0 N 0.0 4
,,8 0 0 N 0 0 0.90 0 N 0.0 4
SB 0 0 N 0 0 0.90 0 N 0.0 4
-----------------------------------------------...-----------.---.---------------
G E 0 M E T R I C (, / V 0 L U M E S
~>
LAN E GROUPS
VOLUME 1 2 3
APP LT TH RT MVM LNS WD MVM LNS WO MVM "LNS WD
- - - - - - - - - - - - - - - - ---------------- ---------------- ----------------
EB 223 273 197, l.; .. 12.0 T 2' 24.0 " R 1 1'2 . 0
WB 286 440 196 .L Z 24.0 T 2 24.0 R 1 12. 0
NB 337 1 235 284 L 2 24.0' T .. 2 24.0 R 1 12.0
SB 71 903 255 L 2 24.0 T 2 24.0 R 1 1 2 . 0
-------------------------------------------------------------~~---------------
S 1 G N A L P H A S N G
APP PHASE 1 S T MV 2N D MV 3RD MV PROT., PMSV Ci Y+R
----- ------ ------ ------ -..--
EB 1 L L 0 0
EB 'E> T R R 0 0
WB !:" L L 0 0
WB 2 T R R 0 0
NB 7 L L (I 0
B' 4 T R . R'. 0 0
,;
SB 3 L L 0 0
SB 8 T R .R 0 0
2/1':)/19'~ 1
I
I
< '
255
58 TOTAL
1 22 <;J
I
I
'> ~
71
v
'303
:-===========-==
1 - - - I-
2 --->
1 - - - *
v
NW 22nd AVE
E/W STREET
223 ,.
EB TOTAL
693 273
-----)
197
v
I
, I
I
I
,I
I
I I
I I
I I
I < *
INTERSECTION CON&22
N
I
W -+- E
I
s
CONCiRESS AVE
N/S ::;TREET
2
2
v
I
I
I
*)
1\
\/
< *
I
I
I
2
CONGRESS AVE
N/S STREET
" ;
19 G
WB TOT A L
440 922
(-----
I
I
I
I,
I
I
I
I
I
I
28G
v
N W '2 2 n d A V E
E /W S T R E ET
^
*---
<--- 2
*--- 2
v
...0=_1;1=_====
"
*> I
I I
I I -. ,"If,
I I
I
2 1 I 12.,5
I ^
J
I 337 284
<'. " .>
I I
, I I
.{-J
NB TOTAL
1856
S,tatioM N'-'mb.~ YO(iOOClO J. ~ fi 91) \wi
St.r't t.1me and Oat_ a 11100 F'M on Tuest 11."1 ... 1 ~. December 90
I1"ltel"'s,ct.1on Loc:~tion I HYPOLUXO-CONGRESU At.;
** * * **** *,** * ***** * **'***** *** ** * * * * * ** ** * * *~ 1(. * * * ** * * ** * ****.** * ** * * * **** * * * * *** *
~ TINE i N'BNO a'eND N/S TOTAl... L'BND W'BND E/W TOTAL.. TOTAL
s----....-J,..- ... -........... ... -......- ....-..----..... ....M_..._ -,....--- ---_.....---- ...a.IitI..__
12115 ~M '2.1 49 76 14 26 42 118
12 I 3'1 AM 22 47 6. 18 23 41 lHI
12.45 AM 69 ze '"94 9 16 25 11~
1100 ~M 12 10 27 ,S ,14 22 49
, 111 ~ ~M 20 , 29 3- 1(1 13 42
1130 AM 10 . 18 29 ' 1CJ 19 29 ~7
I
1,4~ !AM . ~11 12 2:3 a 11 1<<9 42
2.00 iAM ? 1 14 b 1~ 21 ::S!
211e lAM 2 a 6 7 11 16 20
21~O lAM e 1 15 0 12 itS 33
2a4e lAM 12 1 19 1 8 9 26
I
3,00 lAM 4 10 14 4 61 10 24
=.s115 :AM 4 a 12 2 4 6 18
3130jAM 4 1 5 4 7 11 l'
314ejAM 7~ 4 11 8 e 16 27
3 If) 1'':'' 2 11 '13 26
4100jAM .~
4Jlft:AM 2, ~ , ,3 e 11 16
4t:3OiAM 3 4 ? 6 12 1S 2'
4,4e:AM 11 " 20 Q 10 16 3"6
e , O() i AM 11 20 31 13 12 20 ,eo
elle;AM 13 1~ 20 17 13 30 55
5:30: AM 17 23 40 22 1J. J~ 13
ol4ei AM 2=' 40 63 42 14 56 119
~.OOI AM 38 47 se !1 .50 101 19b
~ 15! AM 5J 62 l1S 61 37 9a 213
0.30: AM 74 6J 137 7,~ eCI 126 263
6:4e! AM ., 122 21S 132 9~ 227 445
7JO~ AM 1150 1~a 318 163 1"3:1 316 036
7 . .1. ~ AM 216 le" 37:1 21'6 ioe ::$71 146
7,:S0 AM 221 205 42~ 2:38 J.98 436 862
714~ AM 1l!94 227 421 277 le9 436 ' 867
sloq AM 203 2.1.2 415 2:37 1~5 432 847
eJl~ AM 217 200 417 230 164 ~94 811
S,JO AM ~21 152 Z79 lS7 179 366 745
814$ AM 16:2 183 365 185 ' .173 J~e 723
9100 AM 104 193 3~7 146 1~e 304 661
. ,1 ~ AM 171 .2. 01) 321 89 132 ,2.21 e42
9a3Q AM 144 149 293 2\;;' 158, .187 481)
q ~ 4 $ AM 178 22B 4(16 12:;! '169 291 697
OIOQ AM 173 199 372 . 116 1~4 2&0 652
o 11 ~ AM 1S0 ~~14 3B4 124 1:2~, 2~3 637
,(,") 130 AM lS':) 183 :3h3 142 . 162 :S04 6167
C:' . 4 t AM 112 21:5, '3t97 1:27 "90 317 714
1. 0 .' AM lee lac:> 361~ 131 205 336 7C:ll
1,11~ AM le~ 229 414 183 179 362 71'
,1. c:SO AM 1'.' ~()3 402 191 lee 379 iSl
, 2(:15 41t-l 22~ ' 192 417 933
1.45 AM 211
:.;z.cb AM' 224 ,~13 437 ~O1 ' ,178 , 379 816
....._Mlt.....__..__.... ___-4_ _...-- _.__...~ --.......... ---....- flI'I'_..___ ----_...-
HR TQTA~ 1\..,337 9192 19~2' 7~7~ 9773 1'7:349 3~a7E
- , , . ... . -
." " 'ACTUA.. '5 MINUTE AF'F'RO~CH VOLUME' ,''IN'T$ , Page
.. f. * ~* * * * * * * * * * * * * * * * * *....,., * * * * * * * * * * * * * * * * * * * * *'* * * ~.* ** * * * * * * * * * * * * * * * ~ * * * *
6t"t1on Numbe,.. I ()OOOOO121191~1
St~l"'t Time a.nd De. te ..:: , 111 ~IO PM an TuesdeW - 11 Dac:emb~1'" '91)
r-ntf!rSection Location 1 HYPOLUXO-CDNG~ESS,AV ' ,
.********************~*******~************************************************
TIME N'SNO !'EtNO N/S T.OTAL. E'aND W'BND E/W TOTAl. TOTAL
---.........-... ......--- --........- """'...-...----... --_....- ----... ...._---~-......,.j...... ..~--""'""
12Jl~ ~M 2~3 ,21~ 446 196 194 390 e::-:e
12130 FtM 2~7 ' 22~ 452 170 192 J62 814
1214' p,M 23~ 226 401 170 166 330 ' 797
11 O~. ~.M 203 227 480 164 201 36~ &145
1116 ,IfM 21~ 206 421 194 2 (.l:S 397 81B
1.30 R'M 211 244 4~5 11112 116' 36e 823
114e P'M 240 210 45! 183 1137' 370 e2~
2 I Cl Cl PM 209 211 42t) 1:59 1"1~ 334 754
211~ F'M 246 1<<;2 4:38 1<;17 192 389 627
:2 1 31."> ~M 2:25 223 448 200 ~42 442 890
2 4! f'M 272 212 464 167 206 3'3 S77
I
:; 00 ;M 2J9 193 432 220 25~ 47e ~O,
3 let H 249 24~ 494 27S 234 '~12 1006
3 30 F'M' 243 2:39 4S:Z 201 ,25~ 4e54 9~o
:3 4~ PM 280 2::S~ 513 213 240 453 966
4 OC~ PM 274 273 547 1'16 280 o4iS '102~
4 l' ~M 27' 220 496 203 2b6 469 965
4 30 ~M 235 214 44' 206 304 :-10 ~~9
4 4e PM 293 255 54e 222 317 e~9 1067
5 00 ~M 292 24e- 537 22~ ~O3 528 1~'6~
~,15 M i2cr! " :?44 e~9 190 ~~~ 022 '1061
-'130 ~M '277 266 ~43 165 34i) 5Z1 1074
.".415 M 276 261 !37 193 ~~7 eeo 1087
0100 F'M 210' 257 ~27 203 301 ~O4 1031
6 11 IS ~M ' 2'$ 231 ' 497 160 26.1. 401 '958
6.30 M 2el 19~ 447 196 266 462 909
4111 4 ~ P'M 211 185 396 171 232 403 79.
, a (JO F'M 208 " 222 430 172 210 ' :S8~ 812
7J15 PM 220 198 418 l::se -161 31C? 737
i I 3() PM 180 ' 176 356 1:20 17't 299 655
714S ~M 16B lab 3r!\4 91 i49 240 594
6100 M 1-bl 137 298 104 1~C1 263 561
ell~ M 162 1~7 34~ 11)9 166 27~ 6~4
8:30 PM 164 127 311 61 l~q 240 !!l1
a , 4 ~ PM l~e 112 280 74 239 Jl~ ~9~\
9 1 c:~o f:'M 157 128 26:1 ' 71 132 ~C)3 488
111:15 PM 170 131 301 ' 84 127 211 512
9. ::Sf) pM 178 lie 296 54 114 16G 4Q4
qr I 4:.1 F'M 162 ~1 253 7~$ 103 176 42'
10.00 PM 128 ,111 239 101 ,.,91 192 4~1
10 115 PM lee 91 2:16 51 94 145 401
10.3(1 pM 121 .7 195 10 e~ '152 347
10145 ftlM eo 74 1S9 5::. 76' 131 29(1
11:0Cl PM 76 ee 134 32 74 1.06 240
111.1.~ PM "7(1 70 141:1 ~.,. 3~ 68 ::206
'.)'.'
11.~O PM 44 39 'e:s 4() 48 88 ' 171
~",4e 'PM a3.' / '. 50 1(,,13 19 41 61) 1~3
,00 PM :33 49 82 20 32 !5'? 1:$4
......
-----.-......-....--- ----- ----- .----- --~...._- ----- --....-- ------
,4 HR TOTAL 1426'( 13249 27=-16 1(1996 ,J. ~2i9 ~417 ~ , 517';'1
,.
I
-- .~--~--_._---~--_._"-_._----_._--