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FLORIDA STATE HIGHWAY SYSTEM LEVEL OF SERVICE REPORT 2014 FLORIDA DEPARTMENT OF TRANSPORTATION

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FLORIDA STATE HIGHWAY SYSTEM LEVEL OF SERVICE REPORT 2014 FLORIDA DEPARTMENT OF TRANSPORTATION
FLORIDA STATE HIGHWAY SYSTEM
LEVEL OF SERVICE REPORT
2014
FLORIDA DEPARTMENT OF TRANSPORTATION
DISTRICT TWO
September 2015
1. Existing SIS – Highway corridors that play a critical role in
moving people and goods to and from other nations and
states, and among economic regions within Florida.
(Required to be on the Florida Intrastate Highway System
(FIHS) or National Highway System (NHS) serving major
markets in Alabama and Georgia.)
FLORIDA DEPARTMENT OF TRANSPORTATION
2198 Edison Avenue, Jacksonville, Florida 32204-2730
GROWTH MANAGEMENT PLANNING OFFICE
The Department’s Level of Service (LOS) Report provides
analysis consistent with the adopted Florida Department of
Transportation LOS Standards for all the State Road and Strategic
Intermodal System facilities, and the locally adopted LOS for the
Counties and Municipalities within District Two. The analysis is
based on the information contained in the Local Governments’
adopted Comprehensive Plans and FDOT’s Generalized LOS
Tables. This report provides historic volumes (2013 and 2014),
projected volumes, and the estimated LOS for the years 2019 and
2035.
2. Emerging SIS – Highway corridors that are of statewide or
interregional significance, but do not currently meet the
criteria for inclusion as SIS. These facilities meet different
thresholds today and are potential candidates for inclusion in
future updates as SIS. (Required to be on the FIHS or State
Highway System (SHS) serving Rural Areas of Critical
Concern.)
3. SIS Connector – Highways that connect SIS hubs to SIS
corridors. (May be either on the SHS or off-system.)
Strategic Intermodal System (SIS): Florida's Strategic
Intermodal System is a transportation system that consists of the
following:
•
Statewide and regionally significant facilities and services
(strategic)
•
All modes of transportation for moving both people and
goods, including linkages that provide for smooth and
efficient transfers between modes and major facilities
(intermodal)
•
Integrated individual facilities, services, modes of
transportation and linkages into a single, integrated
transportation network (system)
4. Emerging SIS Connector – Highways that connect SIS hubs
to SIS corridors. (May be either on the SHS or off-system.)
Disclaimer: FDOT LOS analysis found in this Report is based on
FDOT’s 2013 LOS standards published 12/18/12. The tables
include traffic projections that are based on ten years of historical
counts (when available). The Department’s LOS Report does not
incorporate any vested trips from the Local Governments’
Concurrency programs and therefore may not be consistent with
the Local Governments’ Concurrency tables.
If you need assistance, please contact:
Ameera Sayeed
District Growth and Development/Modeling Supervisor
(904) 360-5647
[email protected]
Florida’s SIS was established in 2003 to enhance Florida’s
economic competitiveness by focusing limited state resources on
those transportation facilities that are critical to Florida’s economy
and quality of life. In this report, SIS facilities are identified based
on the following definitions:
Page 1
Area Type: Area type relates directly to the Minimum Level of
Service Standards (Table 8.1) published by the Department of
Transportation in the Level of Service Handbook.
Urbanized Areas over 500,000 = areas defined as urbanized in the
latest census (1,000 people per square mile with a total population
of 500,000 or more). In District Two this only applies to the
Jacksonville urban area. Table 1 in the Level of Service
Handbook.
Urbanized Areas under 500,000 = areas defined as urbanized in
the latest census (1,000 people per square mile with a total
population under 500,000 and over 50,000). In District Two this
only applies to Gainesville and St. Augustine. Table 1 in the
Level of Service Handbook.
Transitioning = areas between the urbanized boundary as defined
in the last census (1,000 people per square mile with a total over
50,000) and those areas within the Metropolitan Planning
Organization boundary. Table 2 in the Level of Service
Handbook.
Urban = areas defined as urban in the latest census (1,000 people
per square mile with a total population over 5,000). Table 2 in the
Level of Service Handbook.
Community = incorporated areas outside urban and urbanized
areas, or unincorporated developed areas having 500 population or
more identified by local governments in their local comprehensive
plans and located outside of urban or urbanized areas. For the
purpose of LOS, Communities fall under Rural Developed Areas.
Table 3 in the Level of Service Handbook.
Rural = all areas that fall outside the Urbanized, Transitioning,
Urban, and Community designations. Rural areas are areas which
do not meet any other area criteria. Table 3 in the Level of Service
Handbook.
Committed: Indicates if improvements are planned for
construction on the segment within the first three years of the
work program and have been included.
FDOT District Two Level of Service Glossary
Road: Interstate or State Road designation. State Roads are
presented in numeric order. Individual roads are generally
presented from west to east and south to north as they run through
the county. Off system roads that are classified as SIS Connectors
are listed last.
Location: Indicates if the segment is within the County or
another local jurisdiction.
Map ID: Segment number shown on reference maps. Each
segment number only occurs once within a county. Segments
have been renumbered to occur sequentially and reflect changes
made to better reflect the network.
Local: Local name for the segment. This may include other State
Road or Federal designations. The hierarchy is S.R./U.S./local
name.
Lanes: The number of lanes in both directions for 2-way roads
and directional for 1-way facilities. D = Divided, U = Undivided,
1W= One-Way. A designation of 4/2 indicates the number of
lanes on a freeway, plus auxiliary lanes. All freeways are divided.
4/D = 4 lane divided
4/U = 4 lane undivided
3/1W = 3 lane one-way
4/2
= 4 lane freeway plus 2 auxiliary lanes
Facility: Indicates the roadway classification and relates directly
to the Level of Service Tables published by the Department of
Transportation. Freeway reflects a limited access facility,
typically an interstate with high speeds moving long distance
traffic. Highway reflects occasional signalization with speeds
over 50 miles per hour. Arterials are normally found within urban
or urbanized areas with posted speeds less than 50 miles per hour,
and are classified based on posted speed.
Page 2
last year due to changes in segment breaks, a change in K factors,
and the addition or deletion of count sites.
2014 Count: Peak hour, bidirectional count for the year 2013
using the listed count sites.
LOS: The Level of Service based on the 2014 counts.
Growth Rate: The growth rate on the segment is based on the
straight line trend of the last ten years of data.
Miles: Length of the segment in miles.
Speed: Posted speed.
Count Station #: Reference numbers of the count stations used
for determining the traffic volume on the segment. If multiple 2way count stations are used, the values are averaged. Count
stations from adjacent segments may be included for long rural
segments. The first two digits of the count station number indicate
the county in which the counts were collected. No letter after the
count station number indicates the volume is computed from data
collected in the current year. A “c” after the station number
indicates it is a current year classification count.
Std Source: Indicates the FDOT and the local government level
of service standard.
LOS STD: The minimum level of service standard. Presented for
the Peak Hour.
MSV Adj: This is an adjustment factor applied to the Maximum
Service Volume published in the LOS tables.
Lanes
Median
Left-turn
Lanes
Adjustment
Factors
2
Divided
Yes
+ 5%
2
Undivided
No
- 20%
Multi
Undivided
Yes
- 5%
Multi
Undivided
No
- 25%
•
Trended Forecast: This is a straight line trended value based
on linear growth over the last ten years. A trended volume
for the current year and future years is calculated. All
trended values will be greater than the current year volume.
•
1 Percent Forecast: If the 10 year trend is less than 1
percent, a 1 percent trend is assumed as the growth rate from
the current year.
•
Variable Forecast: If the trend line forecast is below the
current AADT, the current AADT value is used until it falls
below the trended value. This normally occurs within a
short period of time. A Var designation is shown to indicate
that the forecast is based on a 0 percent growth rate until the
volume intersects the trend line, at which point the trend line
values are used. The trend line growth rate is posted below
the Var designation.
Projections:
2019: Estimated Peak Hour traffic volumes for the year 2019.
LOS: the Level of Service based on the estimated 2019
volumes.
2035: Estimated Peak Hour traffic volumes for the year
2035.
LOS: the Level of Service based on the estimated 2035
volumes.
To estimate the maximum service volume on a 1-way segment, a
factor of 60 percent is applied to the equivalent 2-way facility.
Maximum Service Volume (MSV): The maximum Peak Hour
service volume based on the minimum level of service. All values
are based on the latest published FDOT Generalized LOS Tables.
2013 Count: Peak hour, bidirectional count for the year 2012.
The volumes reported on segments for 2012 may be different from
Page 3
K: The K value derived from the standard K methodology
adopted by the FDOT Level of Service Office. This value is a
statewide average for the facility type and area type. This value is
used to calculate the peak hour volume based on the AADT.
Segment Description: All roadway segments are defined in a
From and To format. All segment breaks were reviewed in 2013.
Minor changes have been made to reflect changes in municipal
boundaries and capacity projects. For a clearer understanding of
which agency is responsible for the LOS on a segment, all
segments have been broken when crossing city limits. The criteria
for determining where to place segment breaks includes the
intersection of state roads, where the area type changes, where the
facility type changes, where the number of lanes changes, the
posted speed changes significantly, or the volume of traffic
changes significantly.
County: Although not labeled, the county for which the table
applies is identified in the top left corner of the table. Counties are
presented in alphabetical order.
Page 4
DISTRICT 2
OVERVIEW
2014
PEAK HOUR
LEVEL OF SERVICE
l
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NASSAU
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&
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Jacksonville
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LOS D
LOS E
LOS F
SIS Roadway
County Boundary
Water Body
Data S ources:
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
*Segm ent Map ID is referenced in LOS Report.
Disclaim er:
This document is for general planning
purposes only. It is not intended for
precise measurements.
0
O
10
Miles
20
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
BRADFORD COUNTY
BAKER
BRADFORD COUNTY
OVERVIEW
2014
PEAK HOUR
LEVEL OF SERVICE
"
A
»
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)
17
NW
COU N TY R OA D 1
"
UNION
UN
N W CO
Î
?
NW
CO
U
"
N
TY
R
NW
21
NW
6T
LOS B
25
LOS C
Law t ey
22 5
OAD
TY R
1
LOS A
16
T
HS
"
"
LOS D
21
LOS E
"
225
"
15.1
LOS F
22
Segment Break
"
Segment Map ID*
15
COUNTY R OAD 233
SIS Roadway
"
AD
O
CR -237
C
UN
BRADFORD
"
"
20
Star ke
"
9
2
"
13
SW
CO U
N
TY
RO
AD
CO U
N
TY
R OAD
22
SW
18
CR-2 31
SW
C
O
UN
TY
NE 173RD ST
"
4
3
"
4.1
"
"
12
"
8
"
5
227
Nature Preserve
"
Water Body
Data S ources:
"
19
19.1
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
*Segm ent Map ID is referenced in LOS Report.
11
CR-325
A
»
Ham pt o n
¥
)
7.1
SE
CO
U
n
A
N TY
RO
AD
Disclaim er:
This document is for general planning
purposes only. It is not intended for
precise measurements.
18
7
"
0
O
2.5
Miles
"
S E 8TH AVE
ALACHUA
City Limits
Î
?
"
18
County Boundary
CLAY
11.1
AD
RO
"
15
"
"
"
5.1
Bro ok er
5
14
"
5
"
23
S W 1 01 T AVE
S
O
D
10
C R - 225
Ð
?
SW
"
RO A
TY
229
n
A
"
6
Ó
?
"
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
5
SW COUNTY ROAD 235A
1
23
SW
ST
AT
E
RO
AD
SW 175TH AVE
2014
PEAK HOUR
LEVEL OF SERVICE
MELVIN ST
Bro ok er
MICHIAN AVE
CH A RLOTT E AV
ELM ST
MAPLE ST
N EAST ST
CHE
R RY
SW 119T
LOS B
LOS C
H WAY
LOS D
LOS E
SW 118TH WAY
LOS F
ST
Segment Break
"
E
Segment Map ID*
15
SIS Roadway
County Boundary
City Limits
VICTOR ST
HARRELL ST
COLSON ST
R
MAN D
KLIE N
CHARLOTTE AVE
EAST ST
"
S WARD ST
LINE ST
DR
BRADFORD AVE
S BLOXHA M ST
S
WI
LE
S PINE ST N PINE ST
VE
EA
ON
ST
T
TE
OLIV E AVE
CEDAR DR
SCHOOL ST
E
AV
AN
N BLOXHAM S T
N
H IG
M IC
Nature Preserve
GREEN ST
"
SW C OUNTY ROAD 18
PARKER ST
Water Body
Data S ources:
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
PINHOLSTER ST
*Segm ent Map ID is referenced in LOS Report.
SW 114TH ST
20
C R-23 1
A
Æ
Ç
A
SW 167TH AVE
Ð
?
LOS A
SW 120TH ST
5. 1
CR-231
5
BRADFORD COUNTY
BROOKER
BRADFORD
Disclaim er:
This document is for general planning
purposes only. It is not intended for
precise measurements.
0
O
Miles
0.15
DISTRICT TWO
LEVEL OF SERVICE REPORT
"
SW 167TH CIR
SEPTEMBER 2015
BRADFORD COUNTY
LAWTEY
NW 241ST ST
NW 240TH WAY
+
¹
»
A
17
NW 235TH ST
LOS C
LOS E
NE 236TH ST
NE 12TH AVE
"
LOS F
Segment Break
"
Segment Map ID*
15
NE COUNTY ROAD 125
SIS Roadway
ST
ST
BU
21
BR
1 ST
ST
16
SE
NE 6TH AV E
Disclaim er:
RD
This document is for general planning
purposes only. It is not intended for
precise measurements.
OW
N
0
RD
LE
EA
VE
NE 223RD ST
"
B
200
15.1
Miles
0.3
NE 10TH AVE
NE 219TH ST
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
AD
RO
TY
E
CO
UN
TH AV
NE
NE 17
O
0.15
225
JON ES LN
22
PAUL LN
"
RG
NE 1
1 TH
0 0A
C R -2
D LE
2N D
NE
ST
A
»
¹
+
NW 219TH ST
NE 1
3T H
NE
TO N
"
NW 223RD S T
BRADFORD
RD
NE 227TH ST
MID
PA R
K
IN G
ER
ES
T
ST
GR O
WA
SH
RT
1S T
ST
CA
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
NE 5TH AV E
ISE
Data S ources:
*Segm ent Map ID is referenced in LOS Report.
NE
4T H
ST
NE
5T H
ST
ES
T
NRO
MS
PIN
VE
ST
MO
NW 24TH AVE
YD
R
Water Body
BRA
D EN
ADA
NW 26TH PL
LE
16
NW 228TH ST
NW COUNTY ROAD 225
K IN
20 0
MC
ST
NDO
N RD
ON
AVE
E RS
SR
JEF
F
LYNWOOD AV E
ST
City Limits
Nature Preserve
ST
S ON
County Boundary
Law t ey
ES
T
JA C K
CRAPSE DR
OL IV
NW 27TH AVE
TRUMAN DR
LN
NW 29TH AVE
LOS B
LOS D
NW 236TH ST
NW COUNTY ROAD 125
LOS A
NE 7TH AV E
NW 25TH AVE
NW 22ND AVE
NW 238TH ST
2014
PEAK HOUR
LEVEL OF SERVICE
0
NW 5
W MARKET RD
EM
T
SW
AL
NU
TS
12
A
»
¥
)
ST
D
NE 19TH AVE
18
KELLER ST
FAXON LN
E BESSENT RD
WILSON RD
Nature Preserve
NE 154TH ST
"
Å
A
SR-230
SE 1
5
*Segm ent Map ID is referenced in LOS Report.
19
0T H
ST
Disclaim er:
SE 149TH ST
This document is for general planning
purposes only. It is not intended for
precise measurements.
SE 147TH TER
0
SE COUNTY ROAD 100A
"
O
0.3
Miles
0.6
7. 1
SE 143RD TER
TH A
VE
H ST
TH
SE 136T
SE 138T H ST
36
LO
OP
SE 37TH AVE
T
1
SE
HS
00
37T
SE 139TH ST
1
AD
RO
SE
1
E
TAT
SE 47TH AVE
City Limits
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
S
SE
SE 135TH ST
County Boundary
Data S ources:
SOUTHGATE DR
SE 144TH TER
SE 39TH AVE
SW 136TH WAY
SE 138TH WAY
SE 47T H PL
H AV E
11
SIS Roadway
4
SE 24TH PL
DE
ER
T
SW 58
"
Segment Map ID*
Water Body
POWELL ST
SE 144TH ST
SW 143RD ST
Î
?
"
n
A
"
Segment Break
6
SR-1
GEIGE R RD
HAYES AVE
11 . 1
LL S
T
8
LM GAINES BLVD
LOS F
E THOMAS ST
PETERSON ST
SE 4
4
C
0A
RU
N
SW
H ST
SW 148T
SW COUNTY ROAD 100A
0T
10
E BROWNLEE ST
SEARING ST
ST
15
D
E CA
S WAT ER
SW
O
A
ST
3
LOS E
"
SE 25TH PL
LEGION TER
ST
LOS D
15
SE 26TH AVE
W BUTLER RD
LOS B
CRUM ST
W MIMOSA DR
W LAFAYETTE ST
LOS A
JENKINS ST
S PARKER ST
T
"
"
PAL
MET
TO
NT
HO
W MADISON ST
"
W EDWARDS RD
T
HS
RD
LOS C
SE 21ST AVE
H ST
W CALL ST
ST
EW
E LD
ON
MP
SO
NS
T
NC
HU R
CH
ST
REDGRAVE ST N
SA IN
TC
LA IR
ST
SW 155T
NB
AY
S
9
"
TON
13
PINEWOOD DR
UN
E REBA ST
SC
HE R
RY
ST
MA B
EL S
T
TODD RD
NW
5
WW
A SH
IN G
n
A
RO
ARK
ET
NT
9T H
LN
Star ke
PL E
AVE
UTAH ST
14
DELL ST
T
ST
AWT E
YR
DEBRA ST
9
SW 64TH AVE
W DA
V IS S
T
2
22
SW 66TH PL
AD
HS
ST
SCH
AEF
ER
W DESUE ST
EM
GROVE ST
NW 55TH LOOP
ST
RO
64T
TY
A
»
¥
)
D
RAN
TY
UN
10
"
REE ST
O
SW
1
NW 166T H
2014
PEAK HOUR
LEVEL OF SERVICE
NE 173RD ST NE 173RD ST
NG
C
T H ST
W
N
7
NW 16
15
BRADFORD COUNTY
STARKE
HS
T
NE 19TH AVE
ST
PAU
L
NW 173RD
Î
?
BRADFORD
28
TH
16
NW 174TH ST
75T
NE
NW 185TH AVE
1
"
NE
1
OLD L
E
AV
E
OA D
TE R
STA
NW
NW 53RD AVE
NW 178TH LOOP
TH AV
NW 59TH LOOP
NW 56TH PL
NW 1 77TH ST
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
2014 DISTRICT TWO LOS ANALYSIS
Road Map ID
Location
Local
Lanes
Facility
Committed
AreaType
Segment Description
Miles
Speed
Count
Station
Std
LOS
Source STD
MSV
Adj.
MaxService 2013
Volume
Traffic
2014 LOS Growth 2019
LOS 2035 LOS
Traffic
Rate
Traffic
Traffic
(All volumes are Peak Hour, Bidirectional)
Bradford
SR 16
1
Bradford County
2/U
Highway
7.76
60 MPH
Rural
SR 16
K 9.50%
From Union Co. Line to W. Market Road
Railford Rd.
2
Starke
2/U
Highway
Transition
280110
280117c
FDOT
C
790
Local
D
1,350
394
399
B
Var
408
B
475
K 9.50%
From W. Market Road to US 301
1.43
40 MPH
280110
280117c
FDOT
Local
C
1%
C
D
1,550
2,190
515
484
B
1%
504
B
580
B
285008
285024
SR 16
E Brownlee St.
3
Starke
2/U
Arterial II
Transition
K 9.00%
From US 301 to E. City Limit (Faxon Ln)
1.15
30 MPH
280101c
285003
FDOT
Local
C
D
580
1,200
612
594
D
Var
1%
594
D
675
D
285023
SR 16
4
Bradford County
SR 16
Highway
Transition
1.31
60 MPH
280101c
FDOT
Local
C
D
1,550
2,190
432
441
B
Var
1%
441
B
504
2/U
Highway
Rural
5
1.24
60 MPH
280101c
FDOT
Local
C
D
790
1,350
432
441
C
Var
1%
441
C
504
* = SIS Facility
Highway
Rural
5.20
60 MPH
280056c
FDOT
Local
C
D
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
# = Reflects possible capacity, resurfacing or construction improvements
C
K 9.50%
From Union Co. Line to E. City Limit of Brooker
2/U
B
K 9.00%
From E. Starke Urb Bndy (1250' E. of 17th St) to Clay Co. Line
Bradford County
Page 1
2/U
4.1
Bradford County
SR 18
K 9.00%
From E. City Limit of Starke to E. Starke Urb Bndy (1250' E. of 17th St)
790
1,350
66
66
B
Var
1%
66
B
76
B
6/24/2015
Road Map ID
Location
Local
Lanes
Facility
Committed
AreaType
Segment Description
Miles
Speed
Count
Station
Std
LOS
Source STD
MSV
Adj.
MaxService 2013
Volume
Traffic
2014 LOS Growth 2019
LOS 2035 LOS
Traffic
Rate
Traffic
Traffic
(All volumes are Peak Hour, Bidirectional)
Bradford
SR 18
5.1
Brooker
2/U
Arterial
0.51
35 MPH
280056c
6
Bradford County
Bradford County
Starke
Arterial I
Transition
2/U
Highway
Transition
W Madison St.
SR 100* 7.1
SR 100* 9
2/U
W Madison St.
SR 100* 7
Starke
2/U
Highway
Rural
E Madison St.
2/U
Arterial I
Transition
W Madison St.
2/U
Arterial I
3.56
* = SIS Facility
45 MPH
710014
760023
1,220
66
66
C
Var
66
C
FDOT
Local
1.16
60 MPH
710168
FDOT
Local
60 MPH
280048
FDOT
Local
C
D
1,300
1,460
689
C
Var
1%
694
C
45 MPH
280015c
285015
285025
FDOT
Local
C
D
5%
1,628
2,300
945
945
C
1%
990
C
60 MPH
280137
285020
285021
C
1,143
C
K 9.50%
C
D
790
1,350
551
580
C
Var
1%
580
C
627
C
K 9.00%
C
C
1,300
1,300
765
741
C
Var
1%
765
C
882
C
K 9.00%
From US 301 to CR 100A (West Starke)
1.55
798
K 9.00%
FDOT
C
Local
C
5%
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
684
From CR 100A (South Starke) to US 301
1.43
C
K 9.50%
From CR 21B to CR 100A (South Starke)
9.01
76
1%
From Clay County line to CR 21B
Transition
Page 2
C
From Putnam Co. Line to Clay Co. Line
Bradford County
SR 100* 8
FDOT
Local
Community
SR 21
K 9.50%
From E. City Limit (1600' W. of CR 231) to CR 18
# = Reflects possible capacity, resurfacing or construction improvements
1,365
1,365
690
684
C
Var
693
C
801
C
1%
6/24/2015
Road Map ID
Location
Local
Lanes
Facility
Committed
AreaType
Segment Description
Miles
Speed
Count
Station
Std
LOS
Source STD
MSV
Adj.
MaxService 2013
Volume
Traffic
2014 LOS Growth 2019
LOS 2035 LOS
Traffic
Rate
Traffic
Traffic
(All volumes are Peak Hour, Bidirectional)
Bradford
SR 231/237/ W. Madison St.
SR 100* 10
Bradford County
2/U
Highway
9.02
60 MPH
Rural
US 301
SR 200* 11
Bradford County
SR 200* 11.1
Bradford County
4/D
Highway
Rural
Starke
4/D
Highway
Transition
Starke
4/D
6.43
65 MPH
0.40
55 MPH
Arterial II
Transition
1.24
30 MPH
Arterial II
US 301
Starke
4/D
Bradford County
Page 3
4/D
* = SIS Facility
1,350
394
406
B
Var
408
B
280018c
280105
FDOT
Local
C
B
280105
FDOT
Local
C
C
285013
285017
FDOT
Local
C
C
0.54
30 MPH
Arterial I
Transition
1.10
45 MPH
0.89
55 MPH
3,820
2,440
2,320
2,377
B
Var
1%
2,432
B
4,460
4,460
2,475
2,802
C
K 9.00%
2,520
B
Var
1%
2,610
B
3,006
B
K 9.00%
890
890
2,588
2,498
D
1%
2,610
E
3,006
F
K 9.00%
285001
FDOT
C
890
285002
Local
C
890
280100
285009
FDOT
Local
C
C
280100
FDOT
Local
C
C
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
C
K 9.50%
2,318
2,182
D
1%
2,358
D
# = Reflects possible capacity, resurfacing or construction improvements
2,709
E
K 9.00%
3,060
3,060
1,724
1,714
C
Var
1%
1,719
C
4,460
4,460
1,566
1,890
C
K 9.00%
From N. City Limit of Starke to Urban Boundary (NW 178th Lp)
Highway
Transition
466
1%
From SR 16 to N. City Limit (Market Rd)
US 301
SR 200* 15
790
D
From SR 100 to SR 16
Transition
SR 200* 14
C
Local
From SW City Limit (SE 146th St) to SR 100
US 301
SR 200* 13
FDOT
280138
From Urban Boundary (2000' S of 146th St) to SW City Limit of Starke
US 301
SR 200* 12
280073c
From Alachua Co. Line to Urban Boundary of Starke
US 301
4/D
K 9.50%
From CR 100A (West Starke) to Union County Line
1,665
B
Var
1%
1,665
B
1,665
B
6/24/2015
Road Map ID
Location
Local
Lanes
Facility
Committed
AreaType
Segment Description
Miles
Speed
Count
Station
Std
LOS
Source STD
MSV
Adj.
MaxService 2013
Volume
Traffic
2014 LOS Growth 2019
LOS 2035 LOS
Traffic
Rate
Traffic
Traffic
(All volumes are Peak Hour, Bidirectional)
Bradford
SR 200* 15.1
Bradford County
US 301
4/D
Highway
4.34
65 MPH
280150
Rural
US 301
SR 200* 16
Lawtey
4/D
Bradford County
SR 230
2/U
Highway
Rural
1.33
45 MPH
280150
3.98
65 MPH
710001c
Arterial I
Transition
1.37
45 MPH
280119
285019c
285022
2/U
Highway
Transition
1.24
55 MPH
280119
2/U
Highway
1.23
SR 231/235
1,510
B
Var
1,520
B
FDOT
Local
C
C
55 MPH
280119
2/U
Arterial
0.66
* = SIS Facility
55 MPH
280022c
B
K 9.50%
2,790
2,790
1,586
1,510
C
Var
1%
1,520
C
1,748
C
K 9.50%
FDOT
Local
C
B
FDOT
Local
C
D
FDOT
Local
C
D
FDOT
Local
3,820
2,440
1,548
1,710
B
Var
1%
1,710
B
FDOT
1,786
B
K 9.00%
1,300
1,460
1,550
2,190
378
354
C
1%
387
C
441
C
K 9.00%
333
324
B
1%
351
B
405
B
K 9.00%
C
790
D
1,350
333
324
B
1%
351
B
405
B
K 9.50%
C
Local
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
1,748
1%
From S.C.L. of Brooker to CR 18
Community
Page 4
1,586
From Urban Boundary (14th St) to Clay Co. Line
Rural
Brooker
2,440
From US 301 to SE City Limit (Valley Rd)
19.1
20
3,820
B
From SE. City Limit of Starke to Urban Boundary (14th St)
Bradford County
SR 231
C
Local
From CR 125 to Clay Co. Line
19
Bradford County
SR 230
Arterial
Community
E Call St.
18
Starke
SR 230
4/D
FDOT
From S. City Limit (1500' S of Ford Dr) to CR 125
US 301
SR 200* 17
K 9.50%
From Urban Boundary of Starke to S. City Limit of Lawtey
# = Reflects possible capacity, resurfacing or construction improvements
1,220
304
304
C
Var
304
C
352
C
1%
6/24/2015
Road Map ID
Location
Local
Lanes
Facility
Committed
AreaType
Segment Description
Miles
Speed
Count
Station
Std
LOS
Source STD
MSV
Adj.
MaxService 2013
Volume
Traffic
2014 LOS Growth 2019
LOS 2035 LOS
Traffic
Rate
Traffic
Traffic
(All volumes are Peak Hour, Bidirectional)
Bradford
SR 235
SR 231/235
20
Brooker
2/U
Arterial
0.66
55 MPH
280022c
2/U
Highway
Rural
CR 225* 21
Page 5
C
1,220
304
304
C
Var
304
C
1.53
45 MPH
289100
FDOT
Local
* = SIS Facility
Arterial
Community
0.56
30 MPH
280246
FDOT
Local
C
B
C
C
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
C
K 9.50%
790
440
171
171
B
Var
1%
180
B
# = Reflects possible capacity, resurfacing or construction improvements
209
B
K 9.50%
From US 301 to SE. City Limits (NE 223rd St)
2/U
352
1%
From SE. City Limits of Lawtey to Bradford County line
Bradford County
Lawtey
FDOT
Local
Community
CR 225* 22
K 9.50%
From S.C.L. of Brooker to CR 18
1,220
1,220
228
218
C
Var
1%
228
C
256
C
6/24/2015
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