[PDF]Daytona Beach Greyhound Bus Terminal Connectorhttps://www.r2ctpo.org/...
4 downloads
124 Views
7MB Size
Strategic Intermodal System Highway Connectors Assessment
Daytona Beach Greyhound Bus Terminal Connector Introduction
Table 2E-2: Existing PM Peak-Hour Intersection LOS
Daytona Beach is a seasonal town with large groups of out-of-towners descending upon the city for various events, most notably for Speed weeks in early February when over 200,000 NASCAR fans come to attend the season-opening Daytona 500. Other events include the NASCAR Coke Zero 400 race in July, Bike Week and spring break in early March, Biketoberfest in mid October, and the Rolex 24 Hours of Daytona endurance race in January. Daytona Beach Greyhound provides one way and round trip bus transportation services to Jacksonville, Orlando, Miami, and other major cities around the state. The bus terminal includes a Ticket Office, a Western Union window, Security Lockers, and a Southern Komfort Taxi station and the terminal operates from 7:00 am to 10:30 pm. Daytona Beach Greyhound Bus Terminal Connector as shown in Figure 2E-1provides direct access for buses between the subject hub and I-95, a Florida Interstate Highway System facility. The bus terminal meets distance criterion as the terminal is located greater than 50 miles from the nearest SIS hub of the same type, and meets Emerging SIS minimum size criteria as the terminal handles 50,000 interstate or interregional passengers per year. Existing Conditions The connector is a 5.1-mile segment and traverses US 92 and US 1. Land use along the connector is primarily retail and residential as shown in Figure 2E-2. VOTRAN Routes 9, 10, 11 and 60 are operational on the connector. Sidewalks are present along US 92 providing walk access from primarily retail facilities to fixed route VOTRAN service. Daily Level of Service (LOS) analysis for the segments of the connector was conducted using FDOT Generalized Quality Level of Service tables and is summarized in Table 2E-1. It indicates that segment of US 92 between Williamson Boulevard and Bill France Boulevard is currently operating deficiently. The results of PM peak-hour intersection LOS analysis conducted using SYNCHRO is shown in Table 2E-2. It indicates that the US 92 intersections, at Williamson Boulevard, Nova Road and at US 1 are operating deficiently. Existing intersection geometry including turn-radius, lane width, etc. is shown in Figures 2E-3a through 2E-3e. Table 2E-1: Existing Daily Arterial LOS Road Name
From
To
Section Length (mi)
Area Type
Facility Type
Lanes
Year 2007 AADT
Intersection I-95 NB off-ramp @ US 92 US 92 @ Indigo Dr. US 92 @ Thames Rd. US 92 @ Williamson Blvd. US 92 @ Kennel Club US 92 @ Fentress Blvd. US 92 @ Best Buy US 92 @ Industrial Pkwy. US 92 @ Bill France Blvd. US 92 @ Midway Ave. US 92 @ Hagen Terrace US 92 @ Clyde Morris Blvd. US 92 @ White St. US 92 @ Senaca Blvd. US 92 @ Nova Rd. US 92 @ Adams St. US 92 @ Lincoln St. US 92 @ Martin Luther King Blvd. US 92 @ US 1
Adopted LOS
2007 Intersection LOS
D D D D D D D D D D D D D D D D D D D
D C A E A C A A C C C D C B E B B B E
Planned/Programmed Improvements FDOT adopted FY2008-2013 Work Program includes resurfacing of US 92 from 0.2 miles west of CR 415 to Clyde Morris Boulevard (SR 483) (Item # 4195951) and widening of Clyde Morris Boulevard from 4 lanes to 6 between Beville Road (SR 400) and US 92 (SR 600, International Speedway Blvd), including sidewalks (Item # 4081781). Future Conditions and Recommendations
T24
(%)
Peak Hour Directional Volumes
FDOT LOS Std.
Year 2007 LOS D
US 92
I-95 Ramps
Williamson
0.71
urban
arterial
6
48,500
5.28
2,465
D
US 92
Williamson
Bill France
1.13
urban
arterial
6
49,500
5.12
2,622
D
E
US 92
Bill France
Clyde Morris
0.86
urban
arterial
6
42,500
5.28
2,198
D
D
US 92
Clyde Morris
Nova Road
0.93
urban
arterial
6
45,000
4.18
2,328
D
D
US 92
Nova Road
MLK Blvd.
0.78
urban
arterial
4
29,000
5.28
1,674
D
D
US 92
MLK Blvd.
US 1
0.38
urban
arterial
4
28,000
5.28
1,661
D
D
US 1
Orange Ave.
US 92
0.30
urban
arterial
4
32,000
5.45
1,552
D
D
Figure 2E-4 shows the proposed and approved development projects in the immediate vicinity of the connector. Table 2E-3 provides summary of PM peak-hour intersection LOS analysis for the years 2020 and 2030 for both no-build and build conditions. The recommendations for build conditions are listed in Table 2E-4 for phased implementation.
Strategic Intermodal System Highway Connectors Assessment
Table 2E-3: Future PM Peak-Hour Intersection LOS Intersection I-95 NB off-ramp @ US 92 US 92 @ Indigo Dr. US 92 @ Thames Rd. US 92 @ Williamson Blvd. US 92 @ Kennel Club US 92 @ Fentress Blvd. US 92 @ Best Buy US 92 @ Industrial Pkwy. US 92 @ Bill France Blvd. US 92 @ Midway Ave. US 92 @ Hagen Terrace US 92 @ Clyde Morris Blvd. US 92 @ White St. US 92 @ Senaca Blvd. US 92 @ Nova Rd. US 92 @ Adams St. US 92 @ Lincoln St. US 92 @ Martin Luther King Blvd. US 92 @ US 1
Adopted LOS
2020 No-Build LOS
2020 Build LOS
2030 No-Build LOS
2030 Build LOS
D D D D D D D D D D D D D D D D D D D
D C A F B C A A D D C E D B E B B B F
D C A D B C A A D D C D D B D B B B D
D D B F B C A B D D C E D B F B B B F
D D B D B C A B D D C D D B D B B B D
Strategic Intermodal System Highway Connectors Assessment
Table 2E-4: Daytona Beach Greyhound Bus Terminal Connector Recommended Improvements Improvement Category
Phase I (Immediate Improvements)
2008 PDC Costs**
Phase II (2009 - 2020) Improvements
2008 PDC Costs**
Phase III (2021 - 2030) Improvements
2008 PDC Costs**
Geometric*
-
-
-
-
-
-
Add second SB right turn at Williamson Blvd. ***
Operational
Other Total
$1,166,400
Add a second EB left turn lane at US 92 and Nova Rd.
$1,267,200
Add a second NB left turn lane at US 92 and Williamson Blvd. ***
$619,200
Modify SB through and shared right turn to exclusive through and right turn lanes at US 92 and US 1(add a right turn lane)
$388,800
Add a second SB left turn lane at US 92 and Williamson Blvd. ***
$403,200
Modify NB through and shared right turn to exclusive through and right turn lane at US 92 and US 1(add a right turn lane)
$446,400
Modify NB through and shared right turn to exclusive through and right turn lanes at US 92 and Nova Rd.(add a right turn lane)
$475,200
Modify SB through and shared right turn to exclusive through and right turn lanes at US 92 and Nova Rd.(add a right turn lane)
$460,800
Directional signage improvements along the connector.
$50,000
-
-
-
-
$1,627,200
-
$2,102,400
-
$1,497,600
-
* Assume WB-62FL design vehicle. ** Costs of right-of-way, right-of-way support, landscaping, lighting, utility relocations and wetland mitigation are not included. *** These recommended improvements are common for Greyhound Bus Terminal Connector and Greyhound Daytona Beach Connector
60
A OR
0
N
GE
9
Bus Route & Route #* Bus Stop* * SOURCE: VOTRAN 2009
0.4
0.8
1.2
Miles
AV
VD BL
15
AV
IS
NEW SMYRNA BEACH
Volusia
DR
DELTONA
A
AT AL I N
B
LD FIE AIR
Atlantic Ocean
HA AT
AV UE V LE EL
DR
DB
DE LAND
7
T HS
RI S
S)
DR GO
C
MO R
VD BL
IN
DI
E
UT SO
Daytona Beach Greyhound Bus Terminal Connector
PORT ORANGE
T HS UT SO
LE
EA LS
CL YD
ST
ST
48 3(
R DA CE
N JEA
RA
DBIS
Daytona Beach
S AV
CO
SR
LE VA
9
L AN
B AV
A AV
DBIS
I-95 to US 92 to Ridgewood Ave to Entrance
Emerging SIS Highway Connector Daytona Beach Intl. Airport Connector
T NS
10N
ST VA RE
A JE
V NA
Figure 2E-1
City Limits
SIS Highway Connector
SANFORD
A
FENT RE SS BL VD
D OA I LR RA
E ST
AV NN DU
R HD
V NA
Daytona Beach Greyhound Bus Terminal
E NC RA C AV
10
ST
D 3R
Strategic Intermodal System (SIS) Highway Connectors Assessment
AV
LC WE
AV
LF BIL
NN
Roadway ID: 7901000 Beginning MP: 32.593 Ending MP: 32.696
Daytona Beach Greyhound Bus Terminal Connector - Overview
N DU
DU
6
11
Roadway ID: 7906000 Beginning MP: 16.025 Ending MP: 20.804
N DU
L DE
(
) AV
T HS RT O N
MO
0 43 CR
N SO MA
AV ON
ST
AV )
DIS MA
N LTO F U ST TH RU
R IS BLVD N)
D
AS ON
R EX SS RD E
E
(M
OR
R XD T LFA CO ITE S WH
X SE ES
YD CL 3( 48
30
P IN
CR
CR 4
M
5
WINTER SPRINGS
12
NE JU A CO
ROCKLEDGE
IR
WOOD D R
S
LV D
Orange
District 3
E KM OA
I-9 5
SO NB
ORLANDO
South Daytona
R TE
S)
D OL
RD EE TR G BI
I-95
5A (NOVA R D SR
IAM
VD BL
TITUSVILLE
CT
WI LL
ST NA O ER
WEST
C
N
9(
V OA AG AV C I CH ON ST BO
OVIEDO
ALTAMONTE SPRINGS WINTER PARK
CH
5 I-9 N S I-95 95 S II-95
40 0
DR
C
5N I-9 I-95 S S
R
V
CR 4068 (BELLEVUE AV)
K OC NC A H
11
ECREST
OW AD
RID
IN
5 N I-9
60
40 CR
UE EV LL
TW
5 I-9 BE ) E AV EVU L L E 68 (B
Seminole
Daytona Beach International Airport G
AV WAY MI D
SAINT KISSIMMEE CLOUD
District 2 District 5
District 7
Osceola
Brevard
District 1 District 4
Overview FDOT Districts
District 6
MELBOURNE
S)
N
ST
D OA ILR RA
FENT RE SS BL VD
D OA I LR RA
E ST
L DE ST VA RE
A OR
VD BL
Daytona Beach Greyhound Bus Terminal Connector - Existing (Year 2007) Land Use
I-95 to US 92 to Ridgewood Ave to Entrance
N
GE
City Limits
Emerging SIS Highway Connector Daytona Beach Intl. Airport Connector
FEMA Floodplain*
0
(C
LY D
E
MO
ST
UT SO
ST
48 3
AV
DELTONA
IS
LE
DR A
Atlantic Ocean
HA AT
AV UE V LE EL
SANFORD
A
B
LD FIE AIR
NEW SMYRNA BEACH
Volusia
DR
DB
AT AL I N
Daytona Beach Greyhound Bus Terminal Connector
DE LAND
T HS
RR I
VD S) BL
DR GO
C
1.2
PORT ORANGE
T HS UT SO
S
IN
DI
DBIS
0.8 Miles
N JEA
EA LS
D LV
SB ES YL A B
B LV D SR
R DA CE
S AV
RA
DBIS
Daytona Beach
LE VA
TT PE
Y
CO
A AV
Wetland*
0.4
AV
L AN
B AV
Figure 2E-2
SIS Highway Connector
H RIC
D AR
D BLV
C AV
Strategic Intermodal System (SIS) Highway Connectors Assessment
T NS
E NC RA
SS RE NT FE C AV
MO
AV
A JE
AV
T YS BA
Daytona Beach Greyhound Bus Terminal
LF BIL
D UNN
T NS SO T ER N S F F DE R JE ST V GA ON A LT SE FU RO
NN DU
V NA
AV NN DU
AV
AV D 3R ST K OA
V NA
R HD
AV
ST
DR
NN
N DU
3RD
LC WE
N AN
DU
N LTO F U ST TH RU
T AS IOW
MY
N DU
AV
C
ON AV)
J IM
AS
RK MA
(M
TH
ST
30
R NO
ST
IT E
CR 4
) AV ON S (MA 30 R4
AV ON
WH
AV )
R IS BLVD N)
DIS MA
D
AS ON
R EX SS RD E
E
(M
OR
R XD T LFA CO ITE S WH
X SE ES
YD CL 3( 48
30
P IN
CR
CR 4
M
AV 1ST
WINTER SPRINGS
ECREST
ST NA O ER
S
LV D
Industrial
S)
I-95
Institutional
ROCKLEDGE
Mining
RD Public / semi-public EE TR G I Recreation DB OL Residential
IR Retail / Office
E KM OA
I-9 5
SO NB
Orange
District 3
* SOURCE: Florida Geographic Data Library (FGDL)
Other
ORLANDO
South Daytona
R TE
5A (NOVA R D SR
IAM
WEST
WI LL
Acreage not zoned for agriculture Agricultural WOOD D R Centrally assessed
TITUSVILLE
CT
C
N
9(
OVIEDO
ALTAMONTE SPRINGS WINTER PARK
CH
5 I-9 N S I-95 95 S II-95
NE JU A CO
VD BL
Existing Land Use* 40 0
V OA AG AV C I CH ON ST BO
C
V
CR 4068 (BELLEVUE AV)
K OC NC A H
R
DR
OW AD
RID
IN
40 CR
L
UE EV
TW
L
DR 5N I-9 I-95 S S
IN DI GO
D
5 N I-9
R ES AM TH
5 I-9
BE ) E AV EVU L L E 68 (B
Seminole
Daytona Beach International Airport G
AV WAY MI D
ROW Vacant / non-residential Vacant residential Water
SAINT KISSIMMEE CLOUD
District 2 District 5
District 7
Osceola
Brevard
District 1 District 4
Overview FDOT Districts
District 6
MELBOURNE
S)
N
12
US 92 @ Indigo Dr.
12 Feet
US 92 @ Thames Rd.
et
Strategic Intermodal System (SIS) Highway Connectors Assessment
R = 40 Feet
DR
R = 85 Feet
eet
15
ee
t
LV DW
0F
Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry
t
12 F
0
PE ED WA YB
R = 45 Feet
LS INT
LS
et
Fe
eet 12 F
et
US 15 Fe
12
US 92 @ Daytona Speedway Entrance
Fe
W
B
N
O
N
M
P
et
et
ON
eet
92
5 I -9
B
RA
eet
RA
12 F
US 92 @ Williamson Blvd.
12 F
MP
INT
Fe
12
300
I-95 NB @ US 92
D
12
200 Feet
SR ME
PE ED WA YB
100
A TH
LV DW
R = 50 Feet
Figure 2E-3a
Scale: 1 Inch = 100 Feet
F ee
IGO
125
IND
Fe
I -9 5S
B
R = 80 Feet
150
t
et
R = 45 Feet
MS ON
12 F
BL VD
ee t
R = 75 Feet
INT
12
Fe
et
12 F
eet
R = 100 Feet
LS
F ee t
INT
65
IA
LV DW
IL L
R = 45 Feet
US
LS
LS
PE ED WA YB
LV DW
W
INT
Fe
PE ED WA YB
t
F ee
ee
175
0F
R = 115 Feet ee
t
170
0F
PE ED WA YB
F ee
15
15
R = 105 Feet
LVD W
92 W US
et
t
Fe
B
4009 12
12 F
eet
92 W
I-9 5 B I95 N
BO
NB
NR
US
AM
92
P
OF 13 F
FR
eet
MP
US 92 @ Fentress Blvd.
US 92 @ Industrial Pkwy. Fe
IND
12
US
et
TR
SP EE DW AY
Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry
ES S
60 F
BL VD
R = 70 Feet
Fe 90 R = 45 Feet
et Fe
F ee
t
60
150
INT
L
Y WA ED E SP
0
eet
eet
t
R = 30 Feet
Scale: 1 Inch = 100 Feet
F ee
25 F
eet
100
200
300
150
30 F
et
TR
IN T
L
R = 45 Feet
FE N
Y
F ee t
W PK
BL VD
W
IAL
12
Strategic Intermodal System (SIS) Highway Connectors Assessment
R = 80 Feet
DW BLV
80 F
12 F
Feet
eet
US 92 @ Midway Blvd.
eet
R = 45 Feet
R = 45 Feet
R = 35 Feet
12 F
12 F
eet
eet
12 Fe
et
R = 60 Feet e 12 F
U 92 @ Shopping Center
R = 40 Feet
US 92 @ Bill France Blvd. eet
EB D LV
eet
R = 60 Feet e 100 F
R = 40 Feet t F ee
F 12
eet
W LVD 120
F eet
R = 50 Feet
et
R = 50 Feet
AV WAY
L INT
YB WA D EE SP
t Fee 110
MID
12 F
L
DW BLV
t
INT
eet
F eet
30 F
AY DW E E SP
F ee
160
R = 40 Feet
L
e 12 F
et
155
60
INT
t
NC
12 F
R = 35 Feet
t F ee
W LVD
F ee
RA 12
B AY DW E E SP
eet
LF
150 F
BIL
R = 40 Feet
eet
155
12 F
80 F
et
R = 50 Feet
et 12 Fe
R = 40 Feet
eet 12 F
eet
Figure 2E-3b
Midway Blvd. @ Richard Petty Blvd.
Midway Blvd. @ Catalina Dr. 11 Feet
MIDWAY
MIDWAY AV
12 Feet
R = 50 Feet
AV et 85 Fe
e 115 Fe
HA RIC
R
ET DP
T
Strategic Intermodal System (SIS) Highway Connectors Assessment
LV D 1 Feet 1 YB
Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry
R = 35 Feet
Figure 2E-3c
Scale: 1 Inch = 100 Feet
CATALINA DR
0
100
200
300
t
Feet
90 Feet
US 92 @ White St.
R = 55 Feet
12
ITE
11 Feet
WH
12 Feet
CATALINA
DR
R = 55 Feet
t F ee
ST
US 92 @ W.of Corsair Dr.
R = 50 Feet
US 92 @ Clyde Morris Blvd. eet
YD (C L
12 F
12
R = 115 Feet
R = 40 Feet
EM F ee
t
F 235 eet
INT
220
R = 35 Feet
R = 35 Feet
eet
Fe
et
ITE
1 90
ST
R = 140 Feet
R TA
eet
GO
R = 125 Feet 12 F
eet
Y WA
DR
NA
AIR
12 F
RA
eet
RS CO
12 F
L
et
WH
INT
R = 35 Feet
W LVD B Y WA ED E SP
L
YB WA D EE SP
e 65 F
DW LV
t
R = 35 Feet
F 12
F ee
IN
TL
AY DW EE P S
DW BLV
et
S 200
e 115 F
R = 155 Feet
t F ee
eet
12
LV D
R = 30 Feet
et
F 115
eet
IS B
12 F
e 75 F
R OR
R = 35 Feet
t F ee
US 92 @ Seneca St.
t F ee
F 12
CA
N LA
NE SE
12
eet
R = 35 Feet
ST
L VA V EA
R = 55 Feet
F 50
eet
0 11
Strategic Intermodal System (SIS) Highway Connectors Assessment
et Fe
F 110
ITE ST
Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry
R = 30 Feet
Figure 2E-3d
Scale: 1 Inch = 100 Feet 0
t F ee
100
R = 45 Feet
200
300
Feet
eet
US 92 @ Adams St.
RN
11 F
12
80
t F ee
HA
US 92 @ Nova Rd.
L
eet
WH INT
YB WA D EE SP
DW LV
ST EY
R VA NO D eet
A AD
F 11
MS
R = 75 Feet
ST
F 12
R = 75 Feet F ee
t
R = 25 Feet
105
140
F ee t
R = 30 Feet
t F ee
L NT F 12
eet
55
t F ee
R = 30 Feet
R = 90 Feet
11 F
t F ee
70
W LVD B AY DW E E SP
ST
L
R = 80 Feet
ST
t
INT
t
AN JE
F ee
t
H EC KE
120
Fee 11
F ee 160
40
eet
DW LV B AY DW E E SP
R = 25 Feet
eet
N LI
US 92 @ Lincoln St.
CO
F 12
t ee
LN
R = 40 Feet
ST N
ST SE JES
et
Fe
Fe
85
80
R = 35 Feet
et
75 Fe et
Y WA D EE SP
VD BL
W
F 70
eet
Strategic Intermodal System (SIS) Highway Connectors Assessment
R = 35 Feet
Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry
Figure 2E-3e
Scale: 1 Inch = 100 Feet
R = 35 Feet 0
et TL IN 12 Fe
100
200
300
Feet
US 92 @ MLK Blvd.
12 F
US 92 @ US 1
eet
12
t F ee
RID
GC
T
OD
L
L IN
EP
RT
WO GE
LM HE
MA
IN WL O D
AV
UT RK HE ING
12
t F ee
F 12
VD BL R = 35 Feet R = 45 Feet
R = 30 Feet
eet
R = 40 Feet
80 F
F 65
eet
75 F eet 65
t F ee R = 25 Feet
R = 35 Feet
T IN
L
D LV B AY DW E E SP
W
R = 25 Feet
INT
12 12
L
Y WA ED E SP
W VD L B R = 30 Feet
t F ee
t F ee
ST SE JES
12 F
eet
F 12
eet
eet
CR 40 17 (JIMM Y ANN DR)
Y
40 15
M
48 3 SR
CR
0 404
EW RG O (GE
E
RIS
0
0 405
GE AN (O R
H
US
Daytona Beach Greyhound Bus Terminal Connector
Volusia
DELTONA
Atlantic Ocean
SANFORD
Seminole
CASSELBERRY
Daytona Beach Int'l ) V Airport A UE
V L LE (BE 8 6 40
OVIEDO
ALTAMONTE SPRINGS WINTER PARK
TITUSVILLE
ORLANDO
Orange
I-9 5S
AR KA F OMO 15 (T
TR
South Daytona EE
D R
) ROCKLEDGE District 3
(B IG
CR 4 S
D) ER ILL V (B E 00 4 R
483 (CLYDE MORRIS B L V D S)
(WIL
DE LAND
WINTER SPRINGS
MS R
CR
ON
B LV
DS
)
009
) DS
Daytona Beach International Airport
* SOURCE: FDOT 2009
2.1
NEW SMYRNA BEACH
R HY D O L
O GY
R VA
4 CR
1.4
PORT ORANGE
S) AV OD
(NO
CR
Proposed DRI*
DAYTONA BEACH
O EW
5A
) DN LV N
AM LI
S
Approved DRI*
Miles
IDG 1 (R
SR
B ON 5 I-9
CR
7 40
2
CR
D)
W I-4
) AV
Figure 2E-4
City Limits
0.7
Halifax Harbor Marina
)
Airport Executive Park
SIS Highway Connector Emerging SIS Highway Connector Daytona Beach Intl. Airport Connector
Y HW
MS S TL
Daytona Beach Greyhound Bus Terminal Connector - DRIs within 5 Miles from Connector
) VD BL
N)
LIA
S
(I N
W LVD YB A DW PEE
) ST
US
VD BL
CR
( 040 R4
IN MA
Strategic Intermodal System (SIS) Highway Connectors Assessment
Daytona Beach Greyhound Bus Terminal
OR
W IL 009 (
Daytona Beach
2 Y9 W
Adams Mark
0
NG
EM YD (C L
A SON AV )
C
RA M
S
Port Orange E I-4
3 SR 4
V) NA O AS (M 30 4 R
) RD
E
E HIR YS RB (D E
YD CL 3( 48 I S BLVD N)
CR 4
I-95
LPGA
R
CR
CR (M
OG OL D ) HY DR ID E RS IVE V) (R DA 11 OO 40 CR EW ID G 1 (R
N 30
Holy Hill
) DN
I-95 CR 4
RR
R VA (NO
S O
Y HW
5A SR
I-95 401 CR
D) LV AB G P 9 (L
C
6 02 R4
T) HS T 8 (
D) LV
US
CR
B GA (L P 9 40 1
NAL RD) CA ED E 8 (R 407
SAINT KISSIMMEE CLOUD
District 2 District 5
District 7
Osceola
Brevard
District 1 District 4
Overview FDOT Districts
District 6
MELBOURNE