JANUARY 1989
AMENDED DEVELOPMENT of REGIONAL IMPACT
APPLICATION for DEVELOPMENT APPROVAL
for CHANGES to a PREVIOUSLY APPROVED
DEVELOPMENT of REGIONAL IMPACT
M A
L
L
City of Boynton Beach, 'Florida
RESPONSE TO REQUEST
FOR
ADDITIONAL INFORMATION
Prepared For.
Edward J. DeBartolo Corporation
Prepared By:
Greiner, Ine.
January 1989
Greiner
Greiner, Inc.
P.O. Box 31646
5601 Mariner Street
rampa, Florida 33630-3416
18131286-1711
FAX: 18131 287-8591
C1519.00
January 20, 1989
Ms. L. Christine Beditz, DRI Coordinator
Treasure Coast Regional Planning Council
Post Office Box 1529
3228 S.W. Martin Downs Blvd., Suite 205
Palm City, Florida 34990
Reference: RespoDse to SecoDd IDrormatlon SufClc:leDcy Request
BOYDtoD Beach Mall Development or Rellonal Impact - Substantial
Deviation
Dear Ms. Beditz:
In accordance with the requirements of Chapter 380.06, Florida Statutes, we are
transmitting herewith our response to the Treasure Coast Regional Planning Council's
Second Sufficiency Review Comments trlfnsmitted with Mr. Carey's letter of December
22, 1988.
This submittal includes revised tables for the Transportation Analysis Section
(Question 31) and supporting intersection capacity analyses and traffic count data.
This information is provided in response to Palm Beach County Engineering
Department's transportation comments,
In addition, we have enclosed the required Air Quality Analysis which has been
prepared in accordance with the DER draft guidelines,
If you have any questions regarding any of the information included herewith, please
do not hesi ta te to con tact us.
Sincerely,
GREINER, INC.
~~/. --
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Thomas A. Marsicano
Associate Vice President
T AMsw
Enclosures
BOYNTON BEACH MALL
TRANSMITT AL LIST
RESPONSE TO REQUEST FOR
ADDITIONAL INFORMATION
Treasure Coast Regional Planning Council
Ms, L. Christine Beditz
DRI Coordinator
Post Office Box 1529
3228 S.W, Martin Downs Boulevard
Suite 205
Palm City, Florida 34990
(305) 286-3313
Ms, Lisa Smith
DRI Coordinator
Resource Control Department
South Florida Water Management District
Post Office Box 24680
West Palm Beach, Florida 33416
Department of Community Affairs
Mr, Alto Thomas
Bureau of State Planning
2740 Centerview Drive
The Rhyne Building
Tallahassee, Florida 32399
(904) 488-4925
Department of Environmental Regulations
Ms, Marion y, Hedgepeth, MS.
Environmental Specialist
AND
Mr, Bruce Offord, Air Permitting
South Florida District
Department of Environmental Regulation
1900 South Congress Avenue - Suite A
West Palm Beach, Florida 33406
(305) 964-9668
Department of Transportation
Mr. Bruce Seiler, Planning Engineer
Florida Department of Transportation
District IV
780 S.W, 24th Street
Fort Lauderdale, Florida 33315
(305) 522-4244
10 Copies
Certified Mail
Return Receipt Requested
5 Copies
Certified Mail
Return Receipt Requested
I Copy
Certified Mail
Return Receipt Requested
2 Copies
Certified mail
Return Receipt Requested
I Copy
Certified Mail
Return Receipt Requested
BOYNTON BEACH MALL
TRANSMITT AL LIST
RESPONSE TO REQUEST FOR
ADDITIONAL INFORMATION
(continued)
Department of Commerce
(For !l2!l-residential DRI's only)
Ms. Wynelle Wilson
Bureau of Economic Analysis
Department of Commerce
107 W. Gaines Street
Tallahassee, Florida 32301
(904) 487-2568
Department of Natural Resources:
Mr. William Howell
Bureau of Biological and Interpretive Services
Department of Natural Resources
3900 Commonwealth Boulevard
Room 302
Tallahassee, Florida 32303
(904) 488-4892
Palm Beach County
Health Department
Dr, James p, Howell, Director
Post Office Box 29
826 Evernia Street
West Palm Beach, Florida 33402
(407) 820-3000
Palm Beach County Planning
Ms. Roxanne Manning
Palm Beach County
800 13th Street
Palm Beach International Airport
West Palm Beach, Florida 33406
Palm Beach County
Ms. Teresa Cantrell
Metropolitan Planning Organization
Post Office Box 2429
160 Austrailian A venue
Building #2 (33406) Room 301
Mr, Carmen Annunziato, City Planner
City of Boy ton Beach
120 N,E. 2nd Avenue
Post Office Box 310
Boy ton Beach, Florida 33425-0310
1 Copy
Certified Mail
Return Receipt Requested
1 Copy
Certified Mail
Return Receipt Requested
I Copy
Certified Mail
Return Receipt Requested
2 Copies
Certified Mail
Return Receipt Requested
1 Copy
Certif ied Mail
Return Receipt Requested
20 Copies
Certified Mail
Return Receipt Requested
130ard of COUnl)' Commissioners
County Administralol
J"n \\'inters
l,lr"! J, l',ll11qu;'I, Chairman
~,lrl'n T. .\\~Httls. \. i.... I.' Cil"ir
\_',(;""! \. 1\, ,ht'n~
l",Hllit.' Philiip"
'\1 II~ : ill \\.1 rd
December 19, 1988
I)t'pJrtm,:lH of t:n~int:~rir.:
.lnrl Publk ',\"Jr,.~
Ms. Christine Beditz
DRI Coordinator
Treasure Coast Regional Planning Council
3228 S.W. Martin Downs Blvd.
Suite 205 - P.O. Box 1529
Palm City, FL 34990
SUBJECT: BOYNTON BEACH MALL DRI - SUBSTANTIAL DEVIATION -
SUFFICIENCY RESPONSE DATED 11/22/88
Dear Ms. Beditz:
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The Palm Beach County Traffic Division has reviewed the Sufficiency Response to
the questions that were raised in its September 12, 1988 letter and does not
believe this response to be adequate. The following comments are submitted to
you regarding the Sufficiency Response (referenced by the number in the County's
September 12, 1988 letter when appropriate):
1. Daily LOS 'C' capacities in revised Tables 31.1 and 31.5
for 6-lane divided roads are incorrectly shown as 48400
instead of 46400.
2. (Conunent #5 in 9/12/88 letter.) Old Boynton Road
between Congress Avenue and Boynton Beach Boulevard is
identified as a County Urban Collector by the Florida
Department of Transportation in its July 6, 1988,
highway functional classification for Palm Beach County.
It serves an important role for traffic accessing the
Mall from 1-95. The intersection of Old Boynton Road
and Boynton Beach Blvd. should also be analyzed.
3. (Conunent #6 in 9/12/88 1 etter.) It is apparent that
there is alack of understandi ng on the part of the
consultant regarding roadway link B-5. (Boynton Beach
Boulevard between Old Boynton Road and 1-95.) This
roadway link receives significant traffic from the
following sources:
a. Boynton Beach Boulevard from the east and west.
b. Old Boynton Road from the west (6782 ADT
for 1988 year).
c. S.W. 7th Street from the residential
neighborhoods (including Leisureville)
d. Industrial Avenue from the Boynton
Industrial Park to the north.
":\n Equal Opportunit~. - .\ffirmative ,\ction Employer"
BOX 2429 WEST PAL\1 BEACH. flORIDA 33402-2429 (407) 684-4000
',;-
page 2
4.
e. N.W. 7th Street from the residential
neighborhoods to the north.
As a result, the volume on link B5 is about 10000 ADT
higher than link B4 or B6. According to the attached
approach volume count taken at the Boynton Beach
Boulevard/Industrial Avenue intersection on 9/19/88, AM
peak hour traffic is 3414 on Boynton Beach Boulevard (or
about 8.2~ of ADT) and PM peak hour traffic is 3557 on
Boynton Beach Boulevard (or about 8.6% of ADT). These
numbers are considerably higher than the 2386 peak hour
volume (or 5.9% of ADT) recorded by Greiner, Inc. As
a result of the consultant's use of an unrealistically
low existing peak hour volume, the projected average
annual peak hour volume for the 1989 year is well under
capacity even though the average annual 1989 ADT
approaches LOS 'c' capacity.
(Comment #8 in 9/12/88 letter.) Treasure Coast Regional
Planning Council (TCRPC) Pol icy No. 19.2.1.8 requires
that background traffic growth include full buildout of
approved developments within the project study area as
well as a yearly growth factor to account for impacts
of development outside the study area and on vacant
parcels within the study area. The correct 1988 year
ADT counts (not the 1987-88 year ADTs) should be used
as a starting point, with approved development traffic
and historic growth traffic (to account for other
sources of traffic increase not associated with approved
development) added on top of these numbers. It can not
be stated that the · actua 1 growth rate used on our
studied roadways is actually too high" in light of TCRPC
policy. The Florida Department of Transportation (FOOT)
historic AADT counts shown in the, table on p. 6 of the
Suffi ci ency Response do not correspond to FOOT and
County information on file for at least one of these
locations, as follows:
.t,'
'0,.,-
;-
% Growth
Location ~ ~ 1987 ~ Per Year
Boynton Beach 25879-0 24807-0 27021 30854 +3.2%
Blvd. (east of (29395-0)
Congress Ave.)
o - indicates off-peak season count only
5. (Comment #9 and #3 in 9/12/88 letter.) Attached are
copies of Exhibits 9, ("Travel Times"), 11 ("Patron
Distribution"), and 12 ("Directions of Patron Approach")
page 3
from the original Site Traffic Analysis for Boynton
Beach Mall done by Greiner, Inc. in July 1978. Also
attached is a copy of Table 31-A.l ("Summary of
Population by Regional Center") from the Regional Center
DRI report prepared by Kimley-Horn and Associates in
February 1982. These materials all suggest a more
distant dispersion of traffic from the Boynton Beach
Mall, which could mean more roadway links with
significant project traffic and a larger study area.
Even allowing for the change in population patterns over
the past ten years, it is still reasonable to expect
much more traffic coming to Boynton Beach Mall from
distant locations via 1-9S and other roads. The use of
the gravity model is flawed if consideration is not
, gi ven to the fact that a regi onal mall tri pis not a
norma 1 shoppi ng tri pin that it has a longer average
trip length. Information on actual directions of
approach and departure of existing project traffic at
each of the mall access points does not indicate how
quickly this traffic is dispersed over the roadway
network and thus is not relevant in response to this
question. Incidentally, Worth Avenue can not be
cons i dered a n compet it i ve center wh i ch direct 1 y
influences the trade area of this mall" because of the
fact that it is exclusively devoted to much higher
priced goods.
6. It is noted that revised Table 31.7 shows an alternate
level of service for the Boynton/I-9S interchange if the
22nd Ave./1-9S interchange is in place. Since the
construction of the 22nd Ave./I-9S interchange does not
meet the TCRPC definition of "committed project" and
does not even appear in the FY 89-93 TIP adopted by the
Palm Beach County MPO, it is recommendep that approval
of the Boynton Beach Mall Substantial Deviation be
conditioned upon this new interchange project unless the
applicant is willing to make necessary changes at the
existing Boynton/I-9S interchange.
page 4
We appreciate the opportunity to review this sufficiency response. Please let
me know if you have any questions concerning our comments.
Sincerely,
, ,
~I
Engineer
/[
/
Office of the County
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Allan A. Ennis, P.E., AICP
Development Review Engineer
AAE:te
cc: Randy Whitfield, P.E., Director, Palm Beach County MPO
Carmen Annunziato, AICP, Planning Director, City of Boynton Beach
file: SID - DeBartolo Mall
RESPONSE TO DECEMBER 19, 1988
COMMENTS FROM PALM BEACH COUNTY ENGINEERING DEPARTMENT
1. Daily LOS "CO capacities in revised Tables 31.1 and 31.6 for 6-lane divided roads
are incorrectly shown as 48,400 instead of 46,400.
Treasure Coast Regional planning Council Capacities show Daily LOS "C. Service
Volume as 48,400, a copy of TCRPC capacities is attached, If a Service Volume of
46,400 was used, no change in lhe analysis or required roadway improvements would
result.
2. (Comment #5 in 9/12/88 letter.) Old Boynton Road between Congress Avenue and
Boynton Beach Boulevard is Identified as a County Urban Collector by the Florida
Department or Transportation in its July 6, 1988, highway functional
c:lasslficatlon for Palm Beach County. It serves an important role for traffic
accessing the Mall from 1-95. The intersection of Old Boynton Road and Boynton
Beach Blvd. should also be analyzed.
Tables 31.3, 31.4, 31.7, 31.8, 31.15 and 31.16 have been revised to include lhe
intersection of Boynton Beach Boulevard and Old Boynton Road,
3. (Comment #6 in 9/12/88 letter.) It is apparent that there is a lack of
understanding on the part of the consultant regarding roadway link B-5.
(Boynton Beach Boulevard between Old Boynton Road and 1-95.) This roadway
link receives significant traffic from the following sources:
a. Boynton Beach Boulevard from lhe east and west
b. Old Boynton Road rrom the west (6,782 ADT for 1988 year).
c. S.W. 7th Street from the residential neighborhoods (inc:luding Leisureville).
d. Industrial Avenue from the Boynton Industrial Park 10 lhe north.
e. N.W. 7th Street from the residential neighborhoods to the north.
As a result, the volume on link B-5 is about 10,000 ADT higher than link B-4 or
B-6. According to the attached approach volume count taken at the Boynton
Beach Boulevard/Industrial Avenue inlersection on 9/19/88, AM peak hour traffic
is 3,414 on Boynton Beach Boulevard (or about 8.2% of ADT) and PM peak hour
traffic is 3,557 on Boynton Beach Boulevard (or about 8.6% OF ADT). These
Numbers are considerably higher than the 2,386 peak hour volume (or 5.9% of
.-._-------~...----'_.,_.-
ADT) recorded by Greiner, Inc. As a result of the consultant's use of an
unrealistically low existing peak hour volume, lhe projected average annual peak
hour volume for the 1989 year Is well under capacity even though the average
annual 1989 ADT approaches LOS "C" capac:lty.
An ADT Count conducted by Greiner, Inc, (1-19-89) shows a Daily volume of 46,535
vehicles and a pm peak hour volume of 3,910 vehicles on Link B-5. Tables 31.1, 31.2,
31.5, 31.6, 3I.l3, and 31/14 have been revised to reflect this change, Additionally, the
turning movement count at the intersection Boynton Beach Boulevard and 1-95 was
revised and reanalyzed to match the Link volume of Link B-5, Tables 31.3, 31.4, 31.7,
31.8, 3I.l5 and 3I.l6 have been revised.
4. (Comment #8 in 9/12/88 letter.) Treasure Coast Regional Planning Council
(TCRPC) Policy No. 9.2.1.8 requires that background traffic growth include full
bulldout of approved developments within the project study area as well as a
yearly growth factor to account for Impacts of development outside the study area
and on vacant parcels within the study area. The correct 1988 year ADT counls
(not the 1987-88 year ADTs) should be used as a starting point, with approved
development traffic and historic growth traffic (to account for other sources of
traffic increase not associated with approved development) added on top of these
numbers. it can not be stated that the "actual growth rate used on your sludled
roadways is actually too high" in light of TCRPC policy. The Florida Department
of Transportation (FDOT) and historic AADT counts shown in the table on page 6
of the Sufficiency Response do not correspond to FDOT and County information
on file for at least one or these locations, as follows:
% Growth
Loca tion ~ 12M ~ 1988 Per Year
Boynton Beach 25,879-0 24,807 -0 27,021 30,854 +3.2%
Blvd. (east of (29,395-0
Congress Ave.)
o - indicates off-peak season count only
Copies of FDOT Historic AADT counlS are appended and do correspond to the
volumes presented in the first response to commenlS,
The growth rate determined by Palm Beach County Engineering shows a rate of 3,2%
for Boynton Beach Blvd, per year, and we used 4.6% per year,
2
5. (Comment #9 and #3 in 9/12/88 letter.) Attached are copies of Exhibits 9,
("Truel Times"), 11 ("Patron Distribution"), and 12 ("Directions of Patron
Approach") from the original Site Traffic Analysis for Boynton Beach Mall done
by Greiner, Inc. in July 1978. Also attached is a copy of Tabie 31-A.l ("Summary
of Population by Relional Center") from the Regional Center DRI Report
prepared by Kimley-Horn and Assoc:lates in February 1982. These materials all
suggest a more distant dispersion of traffic from the Boynton Beach Mall, which
couid mean more roadway links with significant project trafClc and a larger study
area. Even allowinl for the chanle in population patterns over the past ten years,
it Is stlll reasonable to expect much more traffic coming to Boynton Beach Mall
rrom distant locations via 1-95 and other roads. The use of the gravity model is
Clawed if consideration is not given to the ract that a regional mall trip is not a
normal shopping trip in that it has a longer average trip length. Information on
actual directions or approach and departure of existing project lraffic at each of
the mall access points does not indicate how quickly this traffic is dispersed over
the roadway network and thus is not relevant in response to this question.
Incidentally, Worth Avenue can not be considered a "competitive center which
directly influences the trade area of this mall" because of the fact that it is
exc:lusively devoted to much higher priced goods.
The gravity model information provided in the ADA included current population and
market area data provided by the Applicanl. This information and the actual counts
used are the best available information for this analysis, The market area data was
used to establish trip dispersion characterislics, The actual counts provided do not
suggest a higher number of trips should be assigned to 1-95, A copy of lhe population
and trade area data from the current markel study are included in this submittal.
Note that the Applicant's market study does include Worth Avenue as a competilive
cen ter,
6. It is noted that revised Table 31.7 shows an alternate level of service for the
Boynton/I-95 Interchange ir the 22nd Ave./I-95 interchange does not meet the
TCRPC definition of "committed project" and does not even appear in the FY
89-93 TIP adopted by the Palm Beach County MPO, it is recommended that
approval of the Boynton Beach Mall Substantial Deviation be conditioned upon
this new interchange project unless the applicant is willing to ma.ke necessary
changes at the existing Boynton/I-95 interchange.
Tables 31.3, 31.4, 31.20 and 31.21 were revised to identify the improvemenl of an
additional through lane eastbound and westbound, and dual left turn lanes eastbound
and westbound.
3
ATTACHMENTS
LEVEL OF SERVICE
The existing and proJected level of service was analyzed for both link
capacity and intersection capaci ty, The 1 ink analysis has been presented
in table fonnat and is located .in the Appendix. The level of service
ranges are referenced to Treasure Coast Regional Planning Council standards
and presented herewith:
LEVEl. (7
SERVICE
A
B
C
D
E
LEVEl. (7
SERVICE
A
B
C
D
E
2-LANE
9,800
11,500
13,100
15,800
17,400
LEVEl. OF SERVICE RANGES ADT
4-lANE
ARTERIAl
20,800
24,400
27 ,800-
33 ,500
37 ,100
5-lANE UNOIV.
4-lANE DIV, '
ARTERIAl
, 22,.500
26 , JoO
30000
,
36,000
40 ,000
LEVEl. OF SERVICE RANGES DHY
5-lANE UNOIV.
4-LANE 4-LANE DIY.
ARTERIAL ARTERIAl
2-LANE
882
1,035
1,119
1,422
1,560
1,521
1,800
2,043
2,448
2,727
2,005
2,367
2,700
3,240
3,600
6-lANE DIV.
ARTERIAL
34,800
40,000
48,400
6-lANE
EXPRESSWAY
71,000
83 .600
95 ,000
114,000
128,700
55,800
61,900
6-lANE DIV.
ARTERIAL
3,132
3,654
4,176
5,022
5,571
6-lANE
EXPRESSWAY
6,390
7,524 '
8,550
19,260
11,403
The intersection analysis incorporated the Highway Capacity Manual 1985
IItthod to IlIl!lSure level of service. The following sunmary contains the
delay time as compared to level of service ranges.
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G.'e1ner, IYlc.
T,oafflC C.=.unts
Vc.lur.,e by Lay,e Repc.rt >,'age
*************************.****************************.*..**.**************
Data File DOI09007.PRN
Stat ic.n : 000000000009 Cc.Uy,t rat 10
IdeYlt i ficat ic.y, 000000000009 1 y,terval
Start date : Jan 9, 8':3 Start t 1me
Stop date Jay, 9, 89 Stop t irne
City/Town BOYNTON BEACH County
Location NEW BOYNTON RD. @ BRIDGE I=E 2=W
***************************************************************************
Lay,e 1 is Eastbc.uY,d - Lay,e 2 is Westbouy,d
2.00
15 JIlIY'lutes
00:00
24:00
PALM BEACH
----------------------------------------------------------------------------
Mon - Jay, 9, 89
Lay,e 1 2 T c.t a 1
-------------- ----- ----- ------
00: 15 37 56 93
00:30 26 42 68
00:45 9 29 38
01 :00 19 27 46
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Totals 91 154 245
01: 15 18 21 3'3
01 :30 11 15 26
01 :45 8 21 29
02:00 6 10 16
=============== ----- ----- ------
----- ----- ------
Hour Totals 43 67 110
02: 15 6 12 18
02:30 4 14 18
02:45 16 6 22
03:00 10 10 20
s============== ----- ----- ------
----- ----- ------
Hour Totals 36 42 78
03: 15 8 9 17
03:30 11 14 25
03:45 7 13 20
04:00 9 8 17
--------------- ----- ===;::;::z ------
--------------- ----- ------
Hour Totals 35 44 79
04: 15 5 2 7
04:30 14 11 25
04:45 17 10 27
05:00 22 16 38
=============== ----- ----- ------
----- ----- ------
Hour Totals 58 39 97
05: 15 27 20 47
05:30 31 15 46
05:45 57 40 97
06:00 67 52 119
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Totals 182 127 309
***************************************************************************i
Gt'eiroer, lr,c.
Traffic Ce.urots
Ve. I urne by Lane Repe,rt Page
***************************************************************************
Data Fi Ie 0010900'1. PRN
Station : 000000000009
I dent if i cat ion : 00000000000'::l
************************~*********************************************~****
Lane 1 is East bound - Laroe 2 is West bOllrod
---------------------------------------------------------------------------
Mon - Jan 9, 89
Laroe 1 2 Te.tal
-------------- ----- ----- ------
06: 15 123 8':1 212
06:30 151 125 276
06:45 312 242 554
07:00 301 279 580
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Te.tals 887 735 1622
07: 15 416 230 646
07:30 527 257 784
07:45 660 330 990
08:00 648 381 1029
=============== ----- ----- ------
----- ----- ------
Hour Totals 2251 1198 3449
08: 15 485 323 808
08:30 451 301 752
08:45 458 287 745
09:00 410 345 756
=============== ----- ----- ------
----- ----- ------
Hour Totals 1804 1257 3061
09: 15 334 2'30 624
09:30 379 260 639
09:45 383 311 694
10:00 334 313 647
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour l'otals 1430 1174 2604
10: 15 344 327 671
10:30 384 308 692
10:45 360 344 704
11 :00 362 368 730
=============== ----- ----- ------
----- ----- ------
Hour Totals 1450 1347 2797
11:15 355 323 678
11:30 365 368 733
11:45 398 364 762
12:00 369 410 779
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Totals 1487 1465 2952
1 2 : 15 386 394 780
12:30 385 354 739
12:45 368 391 759
**************************************************************************
Greiner, Inc.
Trafflc CooJnts
Volume by Lane Report ~age
***********************************************************************..**
Data File DOI09007.PRN
Station : 000000000009
Identification: 000000000009
***************************************************************************
Lane 1 is Eastbound - Lane 2 is Westbound
---------------------------------------------------------------------------
Mo1"'t - Jan 9, 89
Laroe 1 2 Tot a 1
-------------- ----- ----- ------
13:00 414 355 7&9
--------------- ----- ----.- ------
--------------- ----- ----- ------
HC1ur Totals 1553 1494 3047
13: 15 427 374 801
13:30 410 347 757
1.3:45 409 352 7&1
14:00 425 3&4 789
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Te,tals 1&71 1437 3108
14: 15 399 428 827
14:30 404 370 774
14:45 39&' 42& 822
15:00 404 411 815
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Totals 1&03 1635 3238
15: 15 4&8 444 912
15:30 451 449 900
15:45 508 478 98& ,
16:00 487 495 ===:~~l '2(;., -
~
--------------- ----- -----
--------------- ----- -----
Hour Totals 1914 1866 3780
505 I
16:15 490 995 )
16:30 403 516 91~
16:45 452 562 101
17:00 392 548 940
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Tc.tals 1737 2131 38&8
17: 15 447 560 1007
17:30 378 5&7 945
17:45 393 497 890
18:00 342 474 81&
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Totals 1560 2098 3658
18: 15 34& 359 705
18:30 281 381 6&2
18:45 305 338 &43
19:00 30& 260 5&&
--------------- ----- ----- ------
--------------- ----- ----- ------
Hour Totals 1238 1338 2576
***************************************************************************.
Greil".er, II".c.
Traffic Counts
Volume by Lane Report Page
***************************************************************************4
Data File 1 DOI09007.PRN
Station 1 000000000009
I dent i f i cat i 01". 1 000000000009
*********************************************************************~'****.4
Lane 1 is Eastbound - Lane 2 is Westbound
---------------------------------------------------------------------------.
Mon - Jan 9, 89
Lal",e
1
2
Tot a I
19115
19130
19145
20100
285
231
226
172
306
236
238
204
591
467
464
376
---------------
---------------
-----
-----
-----
-----
------
------
Hour Totals
914
984
18':l8
20: 15
20130
20145
21100
193
149
145
144
188
177
198
156
381.
326
343
300
---------------
---------------
-----
-----
-----
-----
------
------
Hour Totals
631
719
1350
21115
21130
21145
22100
219
148
138
128
201
191
146
160
420
339
284
288
---------------
---------------
-----
-----
-----
-----
------
------
Hour T'jtals
633
698
1331
22115
22130
22145
23100
109
88
94
80
131
99
99
98
240
187
193
178
---------------
---------------
-----
-----
-----
-----
------
------
Hour T'jtals
371
427
798
23: 15
23:30
23:45
24100
76
52
47
54
67
53
75
56
143
105
122
110
---------------
---------------
-----
-----
-----
-----
------
------
Hour Totals
229
251
480
---------------
---------------
-----
-----
-----
-----
------
------
Grand Totals 23808 22727 46535
Percentages 51.2 48.8
****************************************************************************
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1 FLORIDA DEPARTMENT OF TRANSPORTATION U
BUREAU OF TRANSPORTATION SYSTEM STATISTICS
1 VEHICULAR ACTIVITIES
DIRECTION CODES
(
, " 3-EAST 5-S0UTH 7-WEST 9-N & S OR NE & SW
1-NORTH
2-NORTHEAST 4-S0UTHEAST 6-S0UTHWEST 8-NORTHWEST O-E & W OR SE & NW
, SOURCE 4 COUNTY 93 - PALM BEACH
, YEAR STATIONS AND DIRECTIONS
WITH/AVERAGE DAILY TRAFFIC
STATION-DIR 1-0 2-0 3-0 4-0 8-0 18-0 19-0 35-0
, AADT 85 3796 3981 1436 1554 6583 1675 5343 4721
STATION-DIR 83-0 100-1 100-5 101-0 118-3 118-7 121-0 127-0
, AADT 85 13073 13338 15671 22747 10107 8882 11999 4298
STATION-DIR 132-1 132-5 145 -0 148-1 148-5 150-1 150-5 151-1
AADT 85 4801 4989 4984 4727 4860 10869 12429 11192
,
STATION-DIR 151- 5 159-0 162-0 328-0 359-1 359-5 374-0 386-0
AADT 85 12014 1153 70.53 11536 5135 4978 3694 16438
, STATION-DIR 396-0 407-0 414-0 421-0 431-0 445-3 445-7 502-3
AADT 85 4497 4859 4171 8448 4087 4859 4934 4638
, STATION-DIR 502-7 506-0 660-0 664-3 664-7 665-0 670-0 672-0
AADT 85 4792 2295 1982 5478 4976 1508 5155 12096
, STATION-DIR 674-0 676-0 677-0 679-0 680-0 681-0 684-0 687-0
AADT 85 11137 8431 3853 .13423 13436 11292 1417 2838
, STATION-DIR 688-0 689-0 691-0 695-1 695-5 696-0 698-0 699-3
AADT 85 10726 4924 7294 13661 10857 12794 1566 11905
STATION-DIR 699-7 701-0 714-0 716-0 718-1 718-5 720 -0 721-0
, AADT 85 11078 4935 8130 7274 8904 9094 5456 12526
STATION-DIR 723 -0 728-0 729-1 729-5 739-0 740-3 740-7 742-3
, AADT 85 8642 12098 7929 8758 15208 6885 5885 6087
STATION-DIR 742-7 745-3 745-7 746-0 747-0 748-0 749-0 751-3
AADT 85 6484 11474 9925 1631 4292 8836 13493 11968
'I STATION-DIR 751-7 752-0 753-0 754-0 755-0 756-1 756-5 757-0
AADT 85 12562 18115 8820 11298 17493 9939 11524 8733
, STATION-DIR 2167-1 2167-5 2172-1 2172-5 2177-1 2177-5 2182-1 2182-5
AADT 85 40110 40546 38609 33855 35368 30854 32825 28410
11 STATION-DIR 2187-1 2187-5 2190-1 2190-5 2191-1 2191-5 2192-1 2192-5
AADT 85 18689 19392 46281 46001 44682 43625 41217 41075
, STATION-DIR 2193-1 2193-5 2194-1 2194-5 2195-1 2195-5 2196-1 2196-5
AADT 85 36780 39147 37660 37782 39628 40901 40536 40280
11
.. I =~----_._--~._._-
FLORIDA DEPARTMENT OF TRANsPORTATION
BUREAU OF TRANsPORTATION SYSTEM STATISTICS
VEHICULAR ACTIVITIES
DIRECTION CODES
I-NORTH 3-EAST 5-S0UTH 7-WEST 9-N & S OR HE & SW
2-NORTHEAST 4-S0llTHEAST 6-S0trrHWEST 8-NORTIiWEST O-E & Ii OR SE & NW
SOURCE 4 COUNTY 93 - PALM BEACH
YEAR Itj~ STATIONS AND DIRECTIONS
WITH/AVERAGE DAILY TRAFFIC
STATION-DIR 1-0 2-0 3-0 4-0 5-0 6-1 6-5 7-1
.. MDT 86 8189 4488 2323 2869 9199 17560 17246 15113
STATION-DIR 7-5 8-0 12-1 12-5 16-0 17-0 18-0 19-0
.. MDT 86 16269 12771 6969 7158 13558 12260 2702 8781
STATION-DIR 20-1 20-5 21-3 21-7 22-1 22-5 23-1 23-5
MDT 86 11291 11422 9572 10040 10047 10274 9271 7289
,. STATION-DIR 24-3 24-7 25-3 25-7 28-0 29-0 32-0 34-0
MDT 86 8224 8722 11934 12640 24679 9243 8387 10491
. ,
STATION-DIR 35-0 36-0 37-0 39-3 39-7 40-3 40-7 41-3
- MDT 86 7399 20375 14070 14945 15484 15178 14249 14491
~ STATION-DIR 41-7 45-0 48-3 48-7 52-3 52-7 53-0 54-0
MDT 86 13231 23576 7576. 6054 11355 11723 10511 13748
. STATION-DIR 55-3 55-7 .58-0 '60-0 63-3 63-7 67-0 70-3
MDT 86 9577 9349 17826 12903 6407 7280 6707 16370
. STATION-DIR 70-7 72-0 74-3 74-7 78-0 79-0 80-0 81-1
MDT 86 15784 5151 21491 20029 3631 8990 3335 5339
--
. STATION-DIR 81-5 82-1 82-5 88-0 100-1 100-5 101-1 101-5
AADT 86 6022 15414 16221 4616 18797 19234 17100 15510
STATION-DIR 110-1 110-5 116-0 118-3 118-7 119-0 121-0 129-0
. MDT 86 7107 6661 6117 10482 11070 10961 14870 4030
STATION-DIR 132-1 132-5 142-3 142-7 145-0 146-0 147-0 148-1
. MDT 86 8607 8023 7873 8269 9880 14835 18701 6760
STATION-DIR 148-5 150-1 150-5 151-1
151-5 153-0 221-0 243-0
. MDT 86 7516 18164 18788 19893 20406 10027 11167 3107
.... v
STATION-DIR 250-0 263-1 263-5 285-3 285-7 328-3 328-7 329-0
MDT 86 4280 13884 15573 14902 14175 9345 8924 1240
.. STATION-DIR 359-0 374-0 379-1 379-5 386-0 396-0 404-3 404-7
- AADT 86 8289 3465 20443 17686 20906 6652 7662 7937
, STATION-DIR 407-0 408-0 421-0 423-3 423-7 424-3 424-7 427-0
- MDT 86 6801 5347 13437 9683 9436 8316 8563 7090
.
, FLORIDA DEPARTMENT OF TRANSPORTATION
BUREAU OF TRANSPORTATION SYSTEM STATISTICS
VEHICULAR ACTIVITIES
1 I
'DIRECT.ION CODES,
f, 1-NORTH 3-UST 5-S0l1rH 7-WEST 9-N & S OR HE & SW
2-NORTHEAST 4-S0tlTHEAST 6-S0UTHWEST 8-NORTHWEST O-E & W OR SE & NW
, SOURCE 4 COUNTY 93 - PALM BEACH
YEAR STATIONS AND DIRECTIONS
, WITH/AVERAGE DAILY TRAFFIC
STATION-DIR 431-0 445-3 445-7 456-3 456-7 489-1 489-5 490-1
, MDT 86 5572 7015 7163 18583 17821 17800 17317 18816
STATION-DIR 490-5 494-1 494-5 495-1 495-5 506-0 514-0 660-0
, MDT 86 19488 15969 16951 12876 11187 3226 16013 2658
STATION-DIR 665-0 668-0 670-0 672-0 673-0 674-0 676-0 679-0
MDT 86 3001 16529 14019 10378 5808 15572 10315 19132
, STATION-DIR 681-0 684-0 686-0 687-0 688-0 689-0 691-0 695-1
MDT 86 15076 2037 8251 5627 6488 8076 11650 19212
, STATION-DIR 695-5 696-0 698-0 699-3 699-7 701-0 704-3 704-7
MDT 86 20083 19534 2176 15453 16075 9662 13931 14991
~ STATION-DIR 707-1 707-5 708-0 712-3 712-7 713-3 713-7 714-0
MDT 86 12727 12821 19430 . 13811 13009 12478 11917 9526
~
, STATION-DIR 716-0 718-1 718-5' 720-0 721-0 723-0 724-0 725-0
MDT 86 9500 15760 15800 .7613 . 149.90 11606 5543 6972
, STATION-DIR 729-1 729-5 730-0 740-3 740-7 741-0 742-3 742-7
MDT 86 14503 16254 2642 6469 6393 10309 10117 9231
, STATION-DIR 745-3 745-7 746-0 747-0 748-0 749-0 751-3 751-7
MDT 86 16052 16896 4253 5509 16351 17394 14060 13584
STATION-DIR 752-0 753-0 755-0 756-1 756-5 757-0 2167-1 2167-5
, MDT 86 24561 10684 26762 17240 16312 10483 55792 52112
STATION-DIR 2172-1 2172-5 2177-1 2177-5 2182-1 2182-5 2187-1 2187-5
, MDT 86 38654 53242 47995 48460 47309 49961 35699 31766
STATION-DIR 2190-1 2190-5 2191-1 2191-5 2192-1 2192-5 2193-1 2193-5
, !AnT 86 62514 63834 60006 58689 57903 60113 53290 62407
,
STATION-DIR 2194-1 2194-5 2195-1 2195-5 2196-1 2196-5 2197-1 2197-5
!AnT 86 53369 53100 55936 57177 29989 55986 60247 58272
, STATION-DIR 2198-1 2198-5 2199-1 2199-5 2200-1 2200-5 2201-1 2201-5
AADT 86 62998 66902 58064 58409 65226 58355 60824 60356
., STATION-DIR 2202-1 2202-5 2203-1 2203-5 5001-0 5003-0 5004-0 5009-0
MDT 86 64334 65423 55084 56684 23776 24793 24454 6044
,
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1 FLORIDA DEPARTMENT OF ~\SPORTATIO~
BUREAU OF TRANSPORTATION SYSTE~ STATISTICS
VEHICULAR ACTIVITIES
1 DIRECTION CODES
~ 1- NORTII 3-EAST 5-S0UTH 7 -"'EST 9-N & S OR ~'E & SW
,- 2-NORTHEAST 4 - SOUTHEAST 6-S0UTllWEST 8-NORTJlI,'EST O-E & W OR SE & NW
, SOURCE 4 COUNTY 93 - PALM BEACH
YEAR STATIONS ~~ DlRECTIO~S
. WITH/AVERAGE DAILY TRAFFIC
V v'
STATION-DIR 263-5 285-3 285-7 328-3 328-7 329-0 359-0 374-0
, AADT 87 11374 14603 12781 12443 11956 1056 6638 4432
STATION-DIR 379-1 379-5 386-0 396-0 404-3 404-7 407-0 408-0
AADT 87 14329 13941 . 21109 6483 1i696 18071 6495 5402
, STATION-DIR 414-0 421-0 423-3 423-7 424-3 424-i 427-1) 431-0
AADT 87 5874 8293 13428 13399 13572 11884 i588 8099
. STATION-DIR 445-3 445-7 456-3 456-7 489-1 489-5 490-1 490-5
AADT 87 4842 4895 22991 20264 16063 15942 16663 16870
, STATION-DIR 494-1 494-5 495-1 495-5 501-0 5,02-3 502-7 506-0
AADT 87 13989 12367 12345 11582 512 6206 6113 4199
,- STATION-DIR 508-0 514-0 657-0 660-0 665-0 668-0 670-0 672-0
AADT 87 528 16482 10220 6019 1455 14566 10566 9988
'I STATION-DIR 673-0 674-0 676-0 679-0 680-0 681-0 683-0 684-0
AADT 87 7846 10112 10685 15766 10490 9390 4131 3302
STATION-DIR 686-0 687-0 688-0 689-0 691-0 694-0 695-1 695-5 .
.. AADT. 87 1018 5907 13469 10126 3610 6658 15660 14963
STATION-DIR 696-0 698-0 699-3 699-7 i01-0 704-3 704-7 iOi-1
II AADT 87 25053 2384 10717 10139 18217 24747 25552 13949
STATION-DIR 707-5 708-0 712-3 i 12-7 i13-0 713-3 713-7 i14-0
~ AADT 87 13i20 18713 15645 15198 38129 18130 19809 9891
STATION-DIR 716-0 718-1 718-5 720-0 i21-0 723-0 724-0 i 25-0
, AADT 87 8774 12020 12246 5736 15599 5969 7866 11227
STATION-DIR 729-1 729-5 730-0 738-3 738 -7 740-3 740-7 741-3
AADT 87 13974 13919 4409 8785 8594 6390 6258 8978
'I STATION-DIR 741-7 742-3 742-7 743-0 745-3 745-7 746-0 i47-0
AADT 87 8916 6694 6448 51i7 1i874 17391 1816 6360
, STATION-DIR 748-0 749-0 751-3 751-7 752-0 753-0 754-0 753 -0
AADT 87 21994 17048 13054 12804 20757 10693 14440 28227
'1~ STATION-DIR 756-1 756-5 757-0 2167-1 2167-5 2172-1 2172-5 217i-1
AADT 87 12933 12686 10893 53198 52102 51025 49878 48743
,
~ --- .n. __.
.. BUREAU OF TRANSPORTATION SYSTEM STATISTICS
VEHICULAR ACTIVITIES
. DIRECTION CODES
- 1-NORTH 3-EAST 5-S0UTH 7 -1.lEST 9-N & S OR NE & SW
I 2-NORTHEAST 4-S0UTHEAST 6 - SOt.JTH\\'EST 8-KORTHWEST O-E & W OR SE & NW
~ SOURCE 4 COUNTY 93 - PALM BEACH
YEAR STATIONS ~~ DIRECTIONS
~ WITH/AVERAGE DAILY TRAFFIC
STATION-DIR 1-0 2-0 3-0 4-0 5-0 6-1 6-5 7-1
AADT 87 10298 4174 1269 2016 7782 12577 12544 11964
~
STATION-DIR 7-5 8-0 9-1 9-5 12-1 12-5 16-1 16-5
AADT 87 11905 17 830 ' 14460 14952 6488 6448 13675 13686
II STATION-DIR 17-1 17-5 18-0 19-0 20-1 20-5 21-0 22-1
AADT 87 11586 11838 2379 8919 13953 13295 24457 11421
~ STATION-DIR 22-5 23-1 23-5 24-3 24-7 25-3 25-7 26-0
AADT 87 11687 16179 17486 19079 19365 11711 12289 19310
~ STATION-DIR 26-1 26-5 27-0' 28-0 28-1 28-5 29-0 32-0
AADT 87 9474 9060 16578 20748 9572 9060 9459 3982
'= STATION-DIR 34-0 35-0 35-1 35-5 36-3 36-7 37-0 39-3
AADT 87 11328 8747 4336 4320 9628 9669 12987 23395
~ STATION-DIR 39-7 40-3 40-7 41-3 41-7 45-3 45-7 48-3
AADT 87 21652 29253 27533 24654 24200 9813 9601 11401
STATION-DIR 48-7 52-3 52-7 53-0 54-0 55-3 55-7 58-0 "
II AADT, 87 10603 15578 16165 9685 12800 10538 10667 ~16615 -
STATION-DIR 60-0 63-3 63-7 67-0 70-3 70-7 72-0 74-3
II AADT 87 13090 15620 16248 6073 14594 14585 5235 22293
STATION-DIR 74-7 78-0 79-0 80-0 81-1 81-5 82-1 82-5
~ AADT 87 22338 8748 9441 7055 5869 5818 11069 10518
STATION-DIR 85-0 88-0 89-1 89-5 90-1, 90-5 103-0 103-1
AADT 87 4093 5864 12078 11776 11551 11278 23985 12666
II STATION-DIR 103-5 110-0 111-0 116-0 118-3 118-7 119 -0 121-0
AADT 87 13181 10665 19672 7904 9686 9706 7715 9994
~ STATION-DIR 127-0 129-0 132-1 132-5 137-0 139 -0 142-3 142-7
AADT 87, 5022 5024 8281 7460 7904 13825 7221 7121
~ STATION-DIR 145 -0 146-0 147-0 148-1 148-5 150-1 150-5 151-1
AADT 87 12365 14726 12856 6181 6015 11828 11861 16827
~:F= STATION-DIR 151- 5 153-0 159-0 162-0 221-0 243-0 250-0 263 -1
AADT 87 14989 10550 785 5378 10229 4606 8260 11594
.
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BUREAU OF TRANSPORTATION SYSTE~ STATISTICS
VEHICULAR ACTIVITIES
~ DIRECTION CODES
E 1-NORTIi 3-EAST 5-S0UTH 7 -WEST 9-N & S OR NE & SW
.- 2-NORTHEAST 4-S0UTHEAST 6-S0UTHWEST 8 - KORTJlI.'EST O-E & W OR SE & ~~
. SOURCE 4 COUNTY 93 - PALM BEACH
YEAR STATIONS AND DIRECTIONS
. WITH/AVERAGE DAILY TRAFFIC
STATION-DIR 2177-5 2182-1 2182-5 2187-1 2187-5 2190-1 2190-5 2191-1
. AADT 87 47263 43097 41791 31948 28197 61783 61600 59139
STATION-DIR ,2191-5 2192-1 2192-5 2193-1 2193-5 2194-1 2194-5 2195-1
AADT 87 59235 54643 .54437 52126 51791 50136 50102 53988
. STATION-DIR 2195-5 2196-1 2196-5 2197-1 2197-5 2198-1 2198-,$ 2199-1
AADT 87 53546 48338 51153 56219 35239 56818 -57743 59021
. STATION-DIR 2199-5 2200 -1 ::200-5 2201-1 2201-5 2202-1 2202-3 2203-1
AADT 87 57516 63U3 61283 63985 64316 62731 62105 62990
I STATION-DIR 2203-5 5001-0 5003-0 5004-0 5009-0 5010-0 5013-0 5014-0
AADT 87 61014 23419 23838 23705 9967 10305 8385 8171
I=. STATION-DIR 3019-3 5019-7 5022-0 5027-1 5027 - 5 5030-1 5030-5 5033-1
AADT 87 11362 10552 14226 12888 13751 11427 10968 12398
-
I STATION-DIR 5033-5 5034-1 5034-5 5037-1 5037-5 5050-0 5051-0 5061-0
AADT 87 12198 11169 9192 12156 12802 10204 18002 17285
I STATION-DIR 5065 -0 5068-0 5069-0 5070-0 5071-0 5082-0 5090-0 5131-0 ~
AADT' 87 20001 11903 9866 8744 9226 19096 16295 11948
STATION-DIR 5134-0 5138 -0 5169 -1 5169-5 5177-1 5177-5 5180-0 5195-0
I AADT 87 11889 9909 5057 5056 8174 8243 3717 4031
STATION-D1R 5232-0 5251-1 5251-3 5254-3 5254 - 7 5256-3 5236- 7 5257-0
L AADT 87 5010 14193 14150 11886 12006 14857 15065 10903
STATION-DIR 5257-1 5257-5 5286-0 5287-0 5288-0 5289-0 5290-0
l AADT 87 5732 5414 11598 9858 16527 7094 10068
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MAJOR RETAIL COMPETITION
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BOYNTON BEACH MALL
MAJOR RETAIL COMPETITION
.BOYNTON BEACH MALL
NWQ of SR 807 (Congress Ave.) & Old Boynton West Rd.
Boynton Beach, Florida
owner/Developer: The Edward J. DeBartolo Corporation and JCP Realty, Inc.
Enclosed, one-level super regional center
1,305,000 Sq. Ft. Building
150 stores
Opened - 1985
Major Tenants: Burdines 220,000 Sq. Ft.
Jordan Marsh 140,000 Sq. Ft.
JCPenney 133,000 Sq. Ft.
Lord & Taylor 100,000 Sq. Ft.
Macy's (October, 1989) 223,000 Sq. Ft.
Sears (October, 1989) 142,000 Sq. Ft.
A) PALM BEACH MALL
NEQ of 1-95 & Palm Beach Lakes Blvd_
West Palm Beach, Florida
owner/Developer: The Edward J. DeBartolo Corporation and
Corporate Property Investors
Enclosed, one-level super regional center
1,577,000 Sq. Ft. Building
97 Stores
Opened - 1967
Major Tenants: JCPenney
Burdines
Jordan Marsh
Sears
Lord & Taylor
1) TOWN CENTER OF BOCA RATON
SEQ of SR 808 (Glades Rd.) & St. Andrews Blvd.
Boca Raton, Florida
Driving Distance: 16 Mi.
203,000 Sq. Ft.
180,000 Sq. Ft.
180,000 Sq. Ft.
163,000 Sq. Ft.
118,000 Sq. Ft.
Driving Distance: 14 Mi.
Owner/Developer: JMB Realty Corporation and Arvida Corporation
Enclosed, one-level super regional center
1,321,000 Sq. Ft. Building
184 Stores
Opened - 1980
Major Tenants: Bloomingdale's
Sears
Burdines
Jordan Marsh
Lord & Taylor
Saks Fifth Avenue
-
- -----------..-- ---_._----_._-~-----
227,000 Sq. Ft.
178,000 Sq. Ft.
169,000 Sq. Ft.
154,000 Sq. Ft.
100,000 Sq. Ft.
75,000 Sq. Ft.
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2)
WORTH AVENUE
NEQ of Worth Ave. & Hibiscus Ave.
Palm Beach, Florida
Driving Distance: 16 Mi.
owner/Developer: Goodman Company
Enclosed, one-level fashion center
100,000 Sq. Ft. Building
50 Stores
Opened - 1979
Major Tenants: Saks Fifth Avenue
Bonwit Teller (Freestanding)
30,000 Sq. Ft.
19,000 Sq. Ft.
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