TRAFFIC STUDY UPDATE BOYNTON BEACH MALL(DEC 2004)
BOYNTON BEACH MALL TRAFFIC STUDY UPDATE
Prepared for
Simon Property Group
Prepared by
URS Corporation
December 2004
,,'
DEe
'd
Introduction:
URS has prepared a traffic study update consistent with the Palm Beach County Traffic
Performance Standards. It should be noted that the proposed change consists of adding a
movie theather while eliminating approximately 150,000 square feet of retail. The result
of the analysis indicates that the proposed change will result in less PM peak hour trips
than either the existing or the approved project.
Trip Generation
Table 1 summarizes the trip generation for the project.
Land Use Size PM Peak Trip Rate PM Total Trips
Shopping Center, 1,032,125 Sq. Ft. Ln(T) = 0.66 Ln(X) + 3.40 2,921
ITE Code 820 GLA X = 1000 Sq. Feet GLA
Movie Theater, 3,800 seats (79,500 0.08 304
ITE Code 445 Sq. Ft.)
Total 3,225
The PM Peak Hour Trip generation for the approved, existing and proposed project can
be summarized as follows:
Approved Project - 1,244,449 Sq. Ft. GLA
3,306 trips
less 14%
pass by =
2,843 trips
Existing Project - 1,184,045 Sq. Ft. GLA
3200 trips
less 14%
pass by trips
= 2,752 trips
Proposed Project
Less Exist. Macy's
Add Retail "A"
Net Retail
1,184,045 Sq. Ft. GLA
-169,510
17,590
1,032,125 Sq. Ft. GLA
Muvico Theater 79,500 Sq. Ft.
TOTAL 1,111,625 Sq. Ft.
· Retail Trips (ITE Code 820, P. 1453)
· Theater Trips (ITE Code 445, P. 797)
TOTAL PROPOSED PROJECT TRIPS
2921
304
3225
Less internal trips (10% )
Less pass-by traffic (14%)
for a total of 2,748
pm peak
hour trips
In other words, the proposed change will result in a net decrease of four (4) peak hour
trips from the existing development, and ninety five (95) trips compared to the approved
development. Given that the proposed change results in less traffic than either the traffic
already approved or the existing mall, the standard tests of the Traffic Performance
Standards are not applicable. For purposes of updating the study, an analysis of future
conditions after the proposed change is included here.
Future Traffic Conditions
Roadway Segments
The existing PM peak hour counts were taken from the Palm Beach County website
information. The year 2006 projected traffic volumes (for background traffic) were
calculated using the growth rates taken also from the website for each one of the links
analyzed in the 1998 study. The net difference in project traffic was calculated for the PM
peak hour using the proposed project minus the approved project. As previously stated,
this difference is minus 95 trips. This difference was distributed in the roadways around
the project using the trip distribution used in the 1998 study and subtracted from the 2006
PM peak hour traffic and compared to the capacity of the segment. Figure 1 illustrates
the traffic volumes for 2006. As seen in this figure, most roadways will be working
under acceptable levels of service.
Two of the segments operate over LOS D capacity: Gateway Blvd east of Congress
Avenue and Woolbright Road west of 1-95, however, the proposed change does not
worsen the level of service on these links.
Intersection analysis
In the 1998 study, three intersections were analyzed because those intersections were
improved but with different laneage than identified in the Development Order. So, those
intersections were evaluated to determine that those intersections were operating at
HYPOLUXO RD
I
I
I
3,289 I
3,532 I
(-4) J..
3,528 .
4,550 I
I
I
NW 22ND AVE I
I
I
3,688 I
3,799 I
~.
3,790 I
4,550 I
I
OLD BOYNTON RD I
2,226
2,435
(-10)
2,425
4,550
.------
1,694
1,769
(-16)
1,753
3,020
I 3,090
I 3,368
I (-3)
I 3,365
BOYNTON I 4,550
BEACH BLVO--1---e---
I
1
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WOOLBRIGHT RD 1
I
-II
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>-1
a:
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:::i1
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GOLF RD I
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3,412
3,562
(-4)
3,558
4,550
xx - 2004 Existing Peak Hour Two-way
XX - 2006 Background Peak Hour
(XX) - Mall Expansion Only
XXX- Total 2006 Traffic
XXX - LOS 0 Service Volume
I
I
I 3,239
I 3,485
(-10)
. 3,475
2,905 I 4,550
3,166 I
(-10) I
3,156 I
4,550 I
----=------
I
I 3,765
I 4,217
. (-38)
RT 4,179
I 4,550
I
I
3,146 I
3,203 I
(-11) I
3,192 I
4,550 I
----1-.---
I 2,581
I 2,896
3,385 I (-14)
3,568 1.. 2,882
(-11) . 4550
-I '
3,557 I
4,550
I
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61
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1,928
2,069
(-20)
2,049
3,020
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III Boynton Beach Mall
- 2 Lane
- 4 Lane
- - 6 Lane FIGURE 1
1,210
1,312
(-4)
1,308
1,390
-.--
3,680
3,967
(-13)
3,954
4,550
3,314
3,367
(-1 )
3,366
3,020
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Not to Scale
GATEWAY
BLVD
BOYNTON BEACH MALL
City of Boynton Beach, Florida
PM PEAK HOUR VOLUMES
AND LOS D SERVICE VOLUMES
acceptable LOS. These intersections are Hypoluxo Road at Congress Avenue, Old
Boynton Road at Congress Avenue, and Boynton Beach Boulevard at 1-95. When those
intersections were analyzed with 2006 conditions, the LOS are:
Intersection LOS
Hypoluxo Road at Congress Avenue F (84.3)
Old Boynton Road at Congress A venue F (102.3)
Boynton Beach Boulevard at 1-95 C (29.3)
The intersections of Hypoluxo Road at Congress Avenue and Old Boynton Road at
Congress Avenue were evaluated with the improvement recommended in the
Development Order and mentioned in the 1998 study and the results are shown below:
Intersection LOS
Hypoluxo Road at Congress Avenue E (64.2)
Old Boynton Road at Congress Avenue E (76.1)
The HCS analysis are appended.
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Daily Daily Peak
Peak Growth Background
Station 2004 Rate 2006
5601 38835 0.9 39534
5203 47590 3.9 51302
5613 39277 4.5 42812
5615 35294 6.1 39600
4610 36796 3.8 39592
5610 39648 2.7 41789
5206 45021 6.0 50424
4625 33092 4.5 36070
4667 33813 4.8 37059
4649 25368 4.7 27753
5202 42135 1.5 43399
4636 39646 3.7 42580
5608 40776 2.2 42570
5629 13703 4.2 14854
5639 19095 3.8 20546
5627* 22301 3.8 24843
5205 42125 0.8 42799
*2003 AADT was used for this location and growth rate
assumed was 3.8%, same as Station 5639
For 2004
I 5627 I 22301 I 3.8
23148
(/
~ ..,. PM Peak
PM Peak Growth Background
Station 2004 Rate 2006
5601 3146 0.9 3203
5203 3680 3.9 3967
5613 3090 4.5 3368
5615 2581 6.1 2896
4610 3239 3.8 3485
5610 3385 2.7 3568
5206 3765 6.0 4217
4625 2905 4.5 3166
4667 2860 4.8 3135
4649 2226 4.7 2435
5202 3688 1.5 3799
4636 3289 3.7 3532
5608 3412 2.2 3562
5629 1210 42 1312
5639 1644 3.8 1769
5627* 1857 3.8 2069
5205 3314 0.8 3367
*2003 AADT was used for this location and growth ru...k.
assumed was 3.8%, same as Station 5639
For 2004
I 5627 I 1857 I 3.8
1928
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HCS2000: Signalized Intersections Release 4.1d
Analyst:
Agency: URS
Date: 11/19/2004
Period: PM Peak Hour
Project ID: Boynton Beach Mall
E/W St: Boynton Beach Blvd
Inter.: 1-95 West @ Boynton Beach Blvd
Area Type: All other areas
Jurisd: Palm Beach County
Year 2006
N/S St: 1-95
No. Lanes
LGConfig
Volume
Lane Width
RTOR Vol
SIGNALIZED INTERSECTION SUMMARY
Eastbound 1 Westbound 1 Northbound 1 Southbound
L T R I L T R 1 L T R I L T R
1 1 1
0 3 1 1 1 2 0 I 0 0 0 1 2 0 1
T R I L T I 1 L R
1888 392 1184 1609 1 1282 571
12.0 12.0 112.0 12.0 1 112.0 12.0
0 I 1 1 0
Duration 0.25
Appr/
Lane
Grp
Lane
Group
Capacity
Area Type: All other areas
Signal Operations
1 2 3 4 I 5 6 7 8
I NB Left
A I Thru
A I Right
I Peds
A I SB Left A
A A I Thru
1 Right A
1 Peds
1 EB Right A
A I WB Right
20.0 50.0 35.0
4.0 4.0 4.0
1.0 1.0 1.0
Cycle Length: 120.0 secs
Intersection Performance Summary
Adj Sat Ratios Lane Group Approach
Flow Rate
(s) v/c g/C Delay LOS Delay LOS
Phase Combination
EB Left
Thru
Right
Peds
WB Left
Thru
Right
Peds
NB Right
SB Right
Green
Yellow
All Red
Eastbound
T 2119
R 1187
Westbound
L 295
T 2212
5085
1583
0.97
0.36
0.42
0.75
47.2
5.3
D
A
40.0
D
1770
3539
0.68
0.79
0.17
0.63
53.1
18.7
D
B
22.2
C
Northbound
Southbound
L 1001
3433
0.31
0.29
33.2
C
15.4 B
R
1187 1583 0.52
Intersection Delay = 29.3
0.75 6.6 A
(sec/veh) Intersection LOS
C
'/
HCS2000: Signalized Intersections Release 4.1d
Analyst:
Agency: URS
Date: 11/19/2004
Period: PM Peak Hour
Project 10: Boynton Beach Mall
E/W St: Hypoluxo Road
Inter.: Congress Ave at Hypoluxo Road
Area Type: All other areas
Jurisd: Palm Beach County
Year 2006
N/S St: Congress Avenue
I Eastbound
1 L T R
1
I
I L
1481
112.0
1
SIGNALIZED INTERSECTION SUMMARY
I Westbound 1 Northbound
IL T R IL T R
I 1
1 I 230 I 221
R I L TR 1 L T R
187 1304 1280 229 1490 1099 202
12.0 112.0 12.0 112.0 12.0 12.0
o 1 010
I Southbound
I L T R
I
123 1
I L T R
1264 977 217
112.0 12.0 12.0
1 0
No. Lanes
LGConfig
Volume
Lane Width
RTOR Vol
2
3
T
860
12.0
Duration 0.25 Area Type: All other areas
Signal Operations
Phase Combination 1 2 3 4 1 5 6 7 8
EB Left A I NB Left A
Thru A I Thru A
Right A I Right A
Peds I Peds
WB Left A I SB Left A
Thru A I Thru A
Right A I Right A
Peds I Peds
NB Right A I EB Right A
SB Right A 1 WB Right
Green 20.0 45.0 20.0 45.0
Yellow 4.0 4.0 4.0 4.0
All Red 1.0 1.0 1.0 1.0
Cycle Length: 150.0 secs
Intersection Performance Summary
Appr/ Lane Adj Sat Ratios Lane Group Approach
Lane Group Flow Rate
Grp Capacity (s) v/c g/C Delay LOS Delay LOS
Northbound
L 467
T 1083
R 754
Southbound
L 467 3502
T 1556 5187
R 754 1615
Intersection Delay
Eastbound
L 467
T 1556
R 754
Westbound
L 467
TR 1521
3502
5187
1615
1.12
0.60
0.27
0.13
0.30
0.47
143.7 F
45.5 0
24.6 C
73.8
E
3502
5069
0.71
1. 08
0.13
0.30
67.0 E
99.8 F
94.3
F
3502
3610
1615
1.14
1.10
0.29
0.13
0.30
0.47
151. 5 F
112.7 F
24.9 C
113.4
F
0.61
0.68
0.31
= 84.3
0.13 63.8 E
0.30 47.5 0 47.1
0.47 25.2 C
(sec/veh) Intersection
o
LOS
F
"Y
HCS2000: Signalized Intersections Release 4.1d
Analyst:
Agency: URS
Date: 11/19/2004
Period: PM Peak Hour
Project 10: Boynton Beach Mall (WBR)
E/W St: Hypoluxo Road
No. Lanes
LGConfig
Volume
Lane Width
RTOR Vol
Inter.: Congress Ave at Hypoluxo Road
Area Type: All other areas
Jurisd: Palm Beach County
Year 2006
N/S St: Congress Avenue
Duration
0.25
SIGNALIZED INTERSECTION SUMMARY
I Eastbound I Westbound 1 Northbound I Southbound
1 L T R I L T R 1 L T R 1 L T R
I 1 1 1
1 2 3 1 I 2 3 1 1 2 2 1 1 2 3 1
1 L T R 1 L T R I L T R I L T R
1481 860 187 1304 1280 229 1490 1099 202 1264 977 217
112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0
I 0 I 0 1 0 I 0
Area Type: All other areas
Signal Operations
341
I NB
1
I
I
I SB
I
1
1
I EB
I WB
Phase Combination 1
EB Left A
Thru
Right
Peds
WB Left
Thru
Right
Peds
NB Right
SB Right
Green
Yellow
All Red
A
A
A
14.0
4.0
1.0
Appr/
Lane
Grp
Lane
Group
Capacity
2
A
A
A
A
v/c
g/C
Left
Thru
Right
Peds
Left
Thru
Right
Peds
Right
Right
5
A
8
Delay LOS
62.9 E
41.9 D
18.8 B
120.1 F
88.4 F
50.8 D
52.7 D
68.5 E
35.2 D
16.0
4.0
1.0
Cycle
Intersection Performance Summary
Adj Sat Ratios Lane Group
Flow Rate
(s)
Eastbound
L 677
T 1694
R 861
Westbound
L 327
T 1349
R 420
Northbound
L 840
T 1227
R 592
Southbound
L 374 3502
T 1245 5187
R 754 1615
Intersection Delay
3502
5187
1615
3502
5187
1615
3502
3610
1615
A
A
A
10.0
39.0
4.0
1.0
0.11 74.5 E
0.24 60.4 E 57.7
0.47 25.2 C
(sec/veh) Intersection
0.19
0.33
0.53
0.09
0.26
0.26
0.24
0.34
0.37
6
A
A
7
A
A
0.77
0.55
0.24
1.01
1.03
0.59
0.63
0.97
0.37
0.77
0.85
0.31
= 64.2
A
A
A
A
A
15.0 36.0
0.0 4.0
0.0 1.0
Length: 150.0
secs
Approach
Delay LOS
45.7
D
88.9
F
60.4
E
E
LOS
E
)
HCS2000: Signalized Intersections Release 4.1d
Analyst:
Agency: URS
Date: 11/22/2004
Period: PM Peak Hour
Project ID: Boynton Beach Mall
E/W St: Old Boynton Rd
Inter.: Congress Ave at Old Boynton Rd
Area Type: All other areas
Jurisd: Palm Beach County
Year 2006
N/S St: Congress Avenue
SIGNALIZED INTERSECTION SUMMARY
1 Eastbound 1 Westbound 1 Northbound I Southbound
I L T R I L T R I L T R 1 L T R
I I I I
I 1 2 0 I 1 2 0 I 1 3 0 I 1 3 0
1 L TR I L TR I L TR I L TR
1379 275 193 184 426 307 1359 1821 75 1218 1109 224
112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0
1 0 I 0 I 0 1 0
No. Lanes
LGConfig
Volume
Lane Width
RTOR Vol
Duration 0.25
Appr/
Lane
Grp
Lane
Group
Capacity
Area Type: All other areas
Signal Operations
1 2 3 4 1 5 6 7 8
A A I NB Left A A
A A I Thru A A
A A 1 Right A A
I Peds
A I SB Left A
A I Thru A
A I Right A
I Peds
1 EB Right
I WB Right
10.0 16.0 31. 0 10.0 16.0 42.0
4.0 0.0 4.0 4.0 0.0 4.0
1.0 0.0 1.0 1.0 0.0 1.0
Cycle Length: 145.0 secs
Intersection Performance Summary
Adj Sat Ratios Lane Group Approach
Flow Rate
(s) v/c g/C Delay LOS Delay LOS
1805 1.09 0.21 129.4 F
3387 0.47 0.32 39.4 D 79.7 E
1805 0.75 0.07 88.5 F
3383 1.13 0.21 130.7 F 126.4 F
1805 1. 03 0.21 111. 8 F
5156 1. 02 0.40 68.9 E 75.7 E
1805 1. 95 0.07 523.7 F
5056 1. 01 0.29 77.9 E 140.5 F
Phase Combination
EB Left
Thru
Right
Peds
WB Left
Thru
Right
Peds
NB Right
SB Right
Green
Yellow
All Red
Eastbound
L 386
TR 1098
Westbound
L 124
TR 723
Northbound
L 386
TR 2062
Southbound
L 124
TR 1464
Intersection Delay = 102.3 (sec/veh)
Intersection LOS
F
)D
HCS2000: Signalized Intersections Release 4.1d
Analyst:
Agency: URS
Date: 11/22/2004
Period: PM Peak Hour
Project ID: Boynton Beach Mall
E/W St: Gateway Blvd
Inter.: Congress Ave @ Gateway Blvd
Area Type: All other areas
Jurisd: Palm Beach County
Year 2006
N/S St: Congress Avenue
No. Lanes
LGConfig
Volume
Lane Width
RTOR Vol
I Eastbound
1 L T R
I
I
1 L
1306
112.0
1
SIGNALIZED INTERSECTION SUMMARY
1 Westbound 1 Northbound
IL T R IL T R
I I
11221 I 231
R IL T R IL T R
272 1610 1285 235 1432 1592 527
12.0 112.0 12.0 12.0 112.0 12.0 12.0
o I 0 I 0
1 Southbound
I L T R
1
123 0
1 L TR
1283 1373 241
112.0 12.0
1 0
2
2
T
620
12.0
Duration 0.25 Area Type: All other areas
Signal Operations
Phase Combination 1 2 3 4 I 5 6 7 8
EB Left A I NB Left A A
Thru A 1 Thru A A
Right A I Right A
Peds I Peds
WB Left A A I SB Left A
Thru A A 1 Thru A
Right A I Right A
Peds I Peds
NB Right A A I EB Right A A
SB Right I WB Right A
Green 11.0 29.0 41.0 10.0 10.0 39.0
Yellow 4.0 0.0 4.0 4.0 0.0 4.0~?-
All Red 1.0 0.0 1.0 1.0 0.0 1/0
Cycle Length: 160.0 sees
Intersection Performance Summary
Appr/ Lane Adj Sat Ratios Lane Group Approach
Lane Group Flow Rate
Grp Capacity (s) v/c g/C Delay LOS Delay LOS
Eastbound
L 241
T 925
R 717
Westbound
L 985
T 1579
R 565
Northbound
L 547
T 1589
R 898
Southbound
L 219
TR 1236
3502
3610
1615
3502
3610
1615
3502
5187
1615
3502
5071
1. 41
0.74
0.42
0.69
0.90
0.46
0.88
1.11
0.65
1. 43
1. 45
0.07
0.26
0.44
0.28
0.44
0.35
0.16
0.31
0.56
0.06
0.24
282.2 F
58.0 E
30.8 C
109.1 F
53.3 D
49.7 D
40.9 D
49.7 D
81. 0 F
115.9 F
26.4 C
91. 5 F
294.4 F
268.2 F
272.1 F
Intersection Delay = 126.8 (sec/veh)
Intersection LOS
F
iJ
.
.
.
.
.
.
.
.
! 14.4
.
.
I. .........
19.2
OLD BOYNTON RD.
04 ..
16.7
.... ~
2.0
.
.
It 7.'
.
.
'-............
14.2
.
-l
~
I-
~
~
:J
~
.
.
.
.
.
.
.
.
.
0.6 ~ Not To Scale
04 ..
....................
~ 9.2 1 :
~ .
I(/) GATEWAY
10.3 :~ BLVD.
.~ .
.z a ·
.0 .
:0 ~ ~ :
. .
.
.
.
.
.
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..13.3... ~ ... 4.1 ..
.......\;1
.
.
Us.
.
1.5
.. ..
471
HYPOLUXO RD.
ci
0:::
w
o
Z
w
0:::
~
10.9
.. ..
.................
NW 22ND AVE.
14.,
4.4
~
1 <0.'
21.0
.... ..
.
.
U,s.,
.
3.5 11.1'. 14.7
..... .... 04..
.......... .........~.............
BOYNTON BEACH BLVD. .
.
.
.
11.t!
115.S
1.0
... ..
WOOLBRIGHT RD.
7.21.
GOLF RD.
SW 23RD AVE.
LEGEND
III BOYNTON BEACH MALL
2 LANE
- 4 LANE
... 6 LANE
N
W--$--E
,
S
. SW 15TH ST.
.
.
.
.
.
.
~
.
.
.
.
.
.
.
.
.
.
.
.
.
URS Greiner, Inc.
BOYNTON BEACH MALL
City of Boynton Beach, Florida
DIRECTIONS OF
APPROACH AND DEPARTURE
EXHIBIT 2
Simon DeBartolo Group, Inc.
/~
25,106
26,533
{9S}
26.682
47,500
31,162
32,933
{90}
33,023
47,500
.
.
.
.
.
.
.
.
.
.
.
.
,
,
,
,
,
,
,
,
""-,
.
.
.
.
.
.
.
I ............
29,418
31,090
- {197)
31,287
47,500
. OLD BOYNTON RD.
.
.
.
.
.
.
.
.
.
r....r....
""- · 28,566
29,432
{7S}
29,507
47,500
...J
~
I-
~
~
:::i
~
xx -1997 EXISTING DAILY
XX - 2000 BACKGROUND DAILY
{XX} - MALL EXPANSION DAILY
XXX - TOTAL 2000 TRAFFIC
XXX - LOS 0 SERVICE VOLUME
ci
c:::
w
u
z
w
c:::
~
LEGEND
!lID
HYPOLUXO RD.
.
.
.
.
.
.
.
.
.
....................~
.
.
.
.
w
~
en
en
w .
c::: .
C> .
Z .
o .
u .
.
.
29,080
30,363
- {219}
30,582
31,100
22,163
23,168
{232}
23,400
47,500 7
NW 22ND AVE.
.....................
\ 27,038
28,264
{362}
28.627
31,100
.
.
15,478
17 ,693
{449}
18,092\
31,100
...... ~
42,050 \ .:
43,324 .i ·
{284} :
- .
43,608 .
47,500 :
39,955
41,718
- {86S}
42,583
47,500
.
31,614 .
32,572 :
{237)' 41,718
/ 32,809 : - {891}
47,500: 42,109
. 47,500
.......... ..........i.............
BOYNTON BEACH BLVD. : \
. 30,319
30,771: 31,238
32,129 _: {314}
{237) : 31,552
32,366' 47,500
47,500 :
.
.
WOOLBRIGHT RD.
I
30,848
27,842
{27}
27,539
31,100
GOLF RD.
SW 23RD AVE.
.
,
,
.
,
.
~
.
,
,
.
.
,
,
.
.
,
.
.
.
':l
w--$--e
5
Not To Scale
GATEWAY
BLVD.
~
. SW 15TH ST.
URS Greiner. Inc.
BOYNTON BEACH MALL
City of Boynton Beach, Florida
BOYNTON BEACH MALL
2 LANE PERFORMANCE STANDARD
4 lANE
6 LANE (TEST 1)
-
.-.
EXHIBIT 3
Simon DeBartolo Group, Inc.
/3
PERFORMANCE STANDARD TEST 2
Palm Beach County's Performance Standard model test/test 2 analysis shows no roadways within
the study area of the mall will exceed the Adopted Level of Service based on the construction
contemplated in the plan.
REVIEW DEVELOPMENT ORDER CONDITIONS
~~
:1".; Conditions 10 and llA through liE of the amended Development Order for the Boynton Beach
Mall Expansion, approved March 5, 1991, relate to roadway improvements required for the mall
ii
!
...~ expansion. The following summarizes the development order conditions and existing conditions:
.~
.~
I
~i
)
,
i
~
.1
1
~
"
1
''''
.
Condition 10
.w.............:.,.........:... . . . . . . ...}:Ij~ilt%[~i~[[~~~i~~~ :~~~~'~~i~~~i~~~i~li~~~i~~~fJ.l~lim~~~~iiilmilli~[[l~~~~~~~~~~~[~[~~~~ij[l~~~~~~:~~[ll[~[~l~~~ii~~lil[jj~[[[
.~
4-lane divided Old Boynton Road 5-lane undivided Old Boynton Road
from Military Trail to Lawrence Road. from Military Trail to Lawrence Road.
~
1
i
,
~
:'i
.
Condition llA - Hypoluxo Road and Congress Avenue.
l
I
1
J
i
1
.[~!f!fi!fifi[![![ii~j!jii,j:!:~!lltilif.lqljjij!~[!~ijjjjj[jiiji~;~jj[~~~fj~~jfi~::!fi: :::jjj~ji::j~i\~ji:!j[j::i!~jj:i:~jill:jj[I~~II>>@~:!:\~[~j![~~iji~::~[!:i:![i::[l!~!~:~~~i
Northbound
1 right 1 right
2 through 2 through
2 left 1 left
Southbound
1 right 1 right
2 through 2 through
2 left 1 left
MM\M:IBOYNTON\TRAFFIC\TRAFFIC.RPT
It/