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
6HSWHPEHU 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
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LEVEL OF SERVICE
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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.
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10
Miles
20
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
ALACHUA COUNTY
UNION
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1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
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This document is for general planning
purposes only. It is not intended for
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2014
PEAK HOUR
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DISTRICT TWO
LEVEL OF SERVICE REPORT
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SEPTEMBER 2015
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Data S ources:
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
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17
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1.6
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
ALACHUA COUNTY
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2014
PEAK HOUR
LEVEL OF SERVICE
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Data S ources:
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
*Segm ent Map ID is referenced in LOS Report.
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SW 154TH ST
Disclaim er:
This document is for general planning
purposes only. It is not intended for
precise measurements.
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0.6
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
91
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2014
PEAK HOUR
LEVEL OF SERVICE
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This document is for general planning
purposes only. It is not intended for
precise measurements.
NC
BLVD
TH
46
104
105
3
54
Disclaim er:
SE 35TH ST
26 "
SR-2
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78
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
*Segm ent Map ID is referenced in LOS Report.
131
45
Data S ources:
44
SE 15TH ST
5
"
86
77
84
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NE 8TH AVE
N RD
76
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126
County Boundary
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124
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Segment Map ID*
15
46.2
ST
MILLHOPPER RD
6
Segment Break
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"
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
120.1
SE
41
ST
ALACHUA COUNTY
HAWTHORNE
LN
2014
PEAK HOUR
LEVEL OF SERVICE
"
SE 223RD ST
"
32
5T H
PL
SE 6
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PL
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County Boundary
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City Limits
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5
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TH
LN
LN
TH
225
Nature Preserve
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.
SE 2
SE
T ST
SIS Roadway
Ò
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"
21S
Segment Map ID*
SE 68TH PL
H
118
SE 71ST AVE
SE 73RD
AVE
Haw t ho rn e
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31
Segment Break
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15
22
SE 218TH ST
SE 216TH TER
"
SE 219TH TER
"
E
PUTNAM
SE 61ST AV
LOS F
SE
SE 215TH TER
SE 59TH PL
119
LOS E
H TER
DR
SE 57TH AVE
"
SE 227TH TER
SE 229TH TER
SE 230TH TER
LOS D
SE 246T
H
LOS C
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LOS B
22N D
CR-2082
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"
30
SE 214TH ST
SE 213TH DR
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SE 211TH ST
29
SE 209TH ST
ORNE RD
LOS A
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SE 176TH ST
SE HAW TH
D TER
SE 177TH ST
L
SE 205TH ST
P
SE 199TH ST
D
SE 175TH TER
R
120
30 1
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53
PL
SE 193R
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+
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ALACHUA
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Disclaim er:
EN
0
R
PA
K
RD
H DR
117
LD
HO
SE 225T
+
¹
»
A
This document is for general planning
purposes only. It is not intended for
precise measurements.
SE 1
01 S
T AV
O
0.4
Miles
0.8
E
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
S E 11
1T H A
VE
?
×
¼
+
v
)
COLUMBIA
"
NW
-2 3
6
NW 2 10TH AVE
$
b
"
!
LOS A
"
9
LOS B
LOS C
7
1S
67
TA
" VE
10
99
"
SE
R A" NE
IL R S A
O A NTA
D A FE
VE
BL
V
LOS F
NW 1 74TH AVE
98
Segment Break
"
Segment Map ID*
15
D
12
NW
16
8T
HL
N
Hig h
Spri ng s
"
County Boundary
City Limits
Nature Preserve
Water Body
Data S ources:
"
13
NW 173RD ST
ALACHUA
SIS Roadway
Ò?
?
×+
¼
NW 202ND ST
NW 298TH ST
LOS E
NW 190TH AVE
66
"
11
NW 182ND AVE
LOS D
NW 188TH ST
NW
2014
PEAK HOUR
LEVEL OF SERVICE
5
I- 7
)?
s
Ò
NW
68
CR
CR-23 5A
DR
227T H
"
ALACHUA COUNTY
HIGH SPRINGS
14
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
*Segm ent Map ID is referenced in LOS Report.
NW 214TH TER
NW 142ND AVE
SR-45
"
Disclaim er:
NW 138TH AVE
This document is for general planning
purposes only. It is not intended for
precise measurements.
NW 130TH AVE
NW 110TH AVE
35
)
s
v
)
-2
E
AV
PEGGY RD
R
ND
0
C
NW
122
NW 234TH ST
97.1
æ
?
CR-2054
O
0.5
Miles
1
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
NW 230TH PL
ALACHUA
NW 15TH TER
NW 235TH AVE
NW 234TH AVE
ALACHUA COUNTY
LA CROSSE
2014
PEAK HOUR
LEVEL OF SERVICE
115
LOS A
NW 218TH AVE
93
-1
4
LOS C
CR
NW 47TH TER
}
A
LOS B
NW 222ND AVE
LOS D
LOS E
LOS F
140.1
113
Ç
A
SR-235
SR-231
SIS Roadway
County Boundary
City Limits
Nature Preserve
Water Body
Data S ources:
"
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
HT
*Segm ent Map ID is referenced in LOS Report.
ER
Ç
A
SR-12 1
139
49T
"
"
"
NW
139.1
140
NW 20TH TER
"
Segment Map ID*
15
Æ
A
NW 208TH LN
NW 22ND TER
La Cro sse
Segment Break
"
NW 29T H TER
NW 40TH TER
114
NW 53RD TER
NW 52ND ST
"
112.2
"
Disclaim er:
This document is for general planning
purposes only. It is not intended for
precise measurements.
CR-231
}
A
NW 182 ND PL 1 1 2 . 1
0
O
Miles
0.5
NW 177TH AVE
DISTRICT TWO
LEVEL OF SERVICE REPORT
23 7
CRNW 166TH AVE
TER
NW 37TH
NW 169TH PL
SEPTEMBER 2015
ALACHUA COUNTY
MICANOPY
51
2014
PEAK HOUR
LEVEL OF SERVICE
ALACHUA
LOS A
¼?
+
×
NE MEMORIAL LN
"
50
LOS C
LOS D
LOS E
N E 2N D S T
SR-2
LOS B
5
LOS F
NW 6TH AVE
NW 3RD AVE
SIS Roadway
County Boundary
+
¼
×
?
NE 6TH AVE
Mica no py
CR
-23
SW WHITING ST
ST
6T H
SE 2
Nature Preserve
Water Body
49
NE HUN
C AW IL
LA R D
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
TER AVE
*Segm ent Map ID is referenced in LOS Report.
E EVANS CT
4
S E TU S
W SMITH AVE
City Limits
Data S ources:
NE 2ND AV E
NW 2ND AVE
Segment Map ID*
NE 1ST ST
N DIVISION ST
N W 5T H S T
NW 7TH AVE
Segment Break
"
15
"
S E 165
TH AVE
Disclaim er:
This document is for general planning
purposes only. It is not intended for
precise measurements.
0
O
0.1
Miles
0.2
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
SW 127TH AVE
SW 119T
H AVE
"
NE 140TH ST
34
SW
"
AR
C
SW 111TH AVE
93
R
HE"
RD
92
"
NW 97TH ST
NW 124TH ST
T
NW 115TH ST
NW 119T
HS
SW 154TH ST
SW 170TH ST
SW 103RD AVE
LOS E
Ö
?
SW 120TH AVE
35
SW 136TH PL
NW 98TH ST
Segment Map ID*
SIS Roadway
County Boundary
City Limits
SW 98TH ST
Nature Preserve
Water Body
Data S ources:
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
36
SW 95TH ST
SW 36TH PL
SW 91ST ST
SW 120TH TER
SW 81ST PL
Segment Break
"
15
*Segm ent Map ID is referenced in LOS Report.
SW 73RD AVE
35.1
LOS F
SW 2ND PL
SW 104TH ST
ST
SW 113TH TER
NW 122ND ST
NW 134TH DR
27 T H
SW 1
SW 135TH TER
SW 67TH PL
72
SW 122ND ST
SW 157TH TER
SW 146TH ST
SW 166TH ST
SW 8TH AVE
SW 79TH AVE SW 79TH PL
94
NW 135TH ST
NW 160TH ST
NW 155 TH TER
NW 162ND ST
"
LOS C
124
SW 84TH AVE
Disclaim er:
This document is for general planning
purposes only. It is not intended for
precise measurements.
0
O
1
Miles
2
"
SW 92ND ST
SW 114TH PL
SW 234TH ST
SW 296TH ST
LEVY
NW 172ND ST
SW 186TH ST
SW 83RD AVE
SW 67TH AVE
SW 95TH AVE
SW 101ST AVE
CR-241
NW 180TH ST
"
71
LOS B
LOS D
NW 19TH PL
NW 13TH PL
LOS A
""
5
SW 59TH AVE
FAWN DR
SW 250TH ST
SW 282ND ST
SW 71ST AVE
2014
PEAK HOUR
LEVEL OF SERVICE
6
NW 32ND PL
SW 132ND ST
SW 88TH AVE
)
v
s?
)
æ
SW 64TH PL
E
$
b
"
!
NW 39TH PL
NW 28TH AVE
SW 177 TH ST
94.1
"
SW 13TH AVE
SW 30TH AVE
5
-4
SW 82ND PL
NW 170TH ST
NW 202ND ST
SW 15TH AVE
SW 46TH AVE
RD AV E
Ø
?
SW 190TH ST
SW 252ND ST
"
70
SW 182ND ST
95
SR
SW 290 TH ST
SW 266TH ST
5
"
"
SW 63
-23
69.1
"
SW 20T H PL
96
SW 194TH ST
"
NW 60TH AV
NW 21ST AVE
NW 10TH PL
NW 6TH LN
NW 8TH PL
NW 3RD PL
69
NW 22ND AVE
SW 202ND ST
New b erry
NW 8TH LN
CR
NW 25TH PL
SW 218TH ST
AV
E
97
NW 46TH AVE
SW 226TH ST
GILCHRIST
NW 272ND TER
NW 266TH ST
ND
NW 58TH PL
NW 238TH ST
NW 290TH ST
32
NW 282ND ST
SE 90TH AVE
NW
)
v
s
)
æ
?
NW 62ND AVE
NW 74TH AVE
NW 178TH TER
NW 71ST PL
NW 70TH AVE
NW 83RD LN
NW 79TH LN
NW 187TH TER
"
ALACHUA COUNTY
NEWBERRY
NW 92ND LN
NW 218TH ST
97.1
TE R
NW 203RD
NW 86TH AVE
NW 226TH ST
NW 94TH AVE
DISTRICT TWO
LEVEL OF SERVICE REPORT
SEPTEMBER 2015
ALACHUA COUNTY
WALDO
123.1
"
NE 177TH PL
2014
PEAK HOUR
LEVEL OF SERVICE
+
¹
»
A
LOS A
LOS B
LOS C
LOS D
ALACHUA
LOS E
LOS F
123
Segment Break
"
Segment Map ID*
15
SIS Roadway
NE 160TH AVE
NE
NE 142ND TER
County Boundary
City Limits
Nature Preserve
"
Water Body
CR
-1
Data S ources:
47
1. FDOT Office of Transportation Statistics
2. Florida Geographic Data Library (FGDL)
5
NE 144TH TER
E
NE 147TH AVE
ST
122
NE 144TH AVE
SR
4
-2
Wald o
"
NE 150TH ST
NE 134TH ST
47
NE 136TH PL
+
¹
»
A
NE 148TH TER
Ö
?
"
NE 143RD ST
NE 141ST DR
NE 140TH AVE
NE 144TH ST
48
121
NE 132ND AVE
NE 152ND ST
NE 142ND ST
RL
NE 135TH TER
"
EA
NE 139TH TER
*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.
N E 14
5T H L
N
0
O
Miles
0.5
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)
Alachua
I-75*
1
Alachua County
6/D
Freeway
1.00
70 MPH
360436
Rural
I-75*
2
6/D
Freeway
8.77
70 MPH
269904c
Rural
3
6/D
Freeway
4
6/D
Freeway
Urbanized
5
6,352
5,880
C
Var
5,880
C
1.26
70 MPH
3.53
70 MPH
6/D
Freeway
Urbanized
6
2.64
70 MPH
6/D
* = SIS Facility
Freeway
Rural
9.01
70 MPH
FDOT
C
6,720
Local
B
4,510
260456
FDOT
D
10,060
Local
D
10,060
6,329
6,555
C
Var
6,552
C
7,539
D
1%
5,490
5,850
B
1.1% 6,111
B
7,155
C
K 9.00%
260488
FDOT
Local
D
D
10,060
10,060
6,525
6,300
C
1%
6,912
C
7,965
C
K 9.00%
263455
FDOT
Local
D
C
10,060
8,370
5,940
6,165
C
1%
6,435
C
7,416
C
K 10.50%
260454
FDOT
Local
C
C
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
C
K 10.50%
From SR 222 to US 441
Alachua (City of)
6,699
1%
From SR 26 to SR 222
Alachua County
Page 1
4,510
From SR 24 to SR 26
Gainesville
I-75*
6,720
B
K 9.00%
Urbanized
I-75*
C
Local
From SR 121 to SR 24
Gainesville
I-75*
FDOT
From CR 234 to SR 121
Alachua County
I-75*
K 10.50%
From Marion Co. Line to CR 234
# = Reflects possible capacity, resurfacing or construction improvements
6,720
6,720
5,880
5,828
C
Var
1%
6,058
C
6,982
D
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)
Alachua
I-75*
7
Alachua County
6/D
Freeway
5.34
70 MPH
260453
Rural
I-75*
8
2/U
2/U
2/U
6,720
B
4,510
3,728
3,780
B
1%
4,064
B
Arterial
Community
Arterial
Community
290257
FDOT
Local
C
B
6,720
4,510
4,358
5,092
C
Var
1%
5,092
C
1.71
60 MPH
260248c
FDOT
Local
0.62
35 MPH
260244c
0.57
35 MPH
2.87
65 MPH
C
C
1,220
1,220
798
864
C
Var
1%
864
C
FDOT
Local
C
C
1,220
1,220
836
902
C
Var
1%
902
C
265035
FDOT
Local
C
C
969
C
1,026
C
1,220
1,220
817
864
C
Var
1%
874
C
260245
FDOT
260245
FDOT
Local
998
C
K 9.50%
C
C
C
D
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
C
K 9.50%
3,860
3,860
1,606
1,805
B
Var
1%
1,805
B
# = Reflects possible capacity, resurfacing or construction improvements
1,995
B
K 9.50%
From E. City limit of High Springs to NW 173 Street.
65 MPH
5,576
K 9.50%
Local
1.06
C
K 9.50%
From SR 20 to E. City Limit (188 St)
4/D Highway Dev
Community
* = SIS Facility
70 MPH
From SR 45 to US 441
US 441
13
3.63
4,683
K 10.50%
From NW 9th Street to SR 45
4/D Highway Dev
Community
Alachua (City of)
Page 2
Arterial
Community
US 441
12
High Springs
SR 20
C
Local
From Columbia Co. Line to NW 9th Street
US 27
11
High Springs
SR 20
Freeway
Rural
US 27
10
High Springs
SR 20
6/D
US 27
9
High Springs
SR 20
FDOT
From CR 236 to Columbia Co. Line
Alachua County
SR 20
K 10.50%
From US 441 to CR 236
3,860
4,970
1,606
1,805
B
Var
1%
1,805
B
1,995
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)
Alachua
SR 20
US 441
14
Alachua (City of)
4/D
Arterial
0.87
45 MPH
260461
Community
SR 20
US 441
15
Alachua (City of)
SR 20
17
Gainesville
SR 20
18
Gainesville
4/D
Arterial
Community
Arterial
Community
1.24
45 MPH
19
Gainesville
Arterial I
Urbanized
SR 20
20
Gainesville
Arterial I
Page 3
Arterial II
Urbanized
NW 6th St.
4/U
* = SIS Facility
2,185
2,232
C
Var
2,232
C
5.88
65 MPH
4.69
60 MPH
1.22
45 MPH
265022
FDOT
Local
C
D
2,790
2,890
1,900
1,924
C
Var
1%
1,928
C
Arterial II
Urbanized
35 MPH
260229
265027
FDOT
Local
C
D
2,790
2,890
1,662
1,743
C
Var
1%
1,748
C
263117c
FDOT
Local
D
D
35 MPH
3,580
3,580
C
1,986
C
1,728
1,755
C
Var
1%
1,755
C
2,025
C
K 9.00%
260086c
260110
FDOT
D
3,580
Local
D
3,580
2,025
2,272
C
Var
2,277
C
260025
FDOT
Local
265061
265062
FDOT
Local
2,529
C
1%
K 9.00%
D
D
-25%
D
D
-25%
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
2,194
K 9.00%
2,190
2,190
774
846
C
Var
1%
846
C
# = Reflects possible capacity, resurfacing or construction improvements
945
C
K 9.00%
From SR 222/N 39 Avenue to SR 120/N 23 Avenue
1.01
C
K 9.50%
From SR 20 to SR 222/N 39th Ave
0.91
2,574
1%
From SR 121 to SR 20
NW 6th St.
4/U
2,890
K 9.50%
265106
Urbanized
SR 20
2,790
D
From CR 25A (Southern Occurance) to SR 121
US 441
4/D
C
Local
From SR 235 to CR 25A (Southern Occurance)
US 441
4/D
FDOT
From I-75 to SR 235
US 441
16
Alachua (City of)
SR 20
4/D
K 9.50%
From NW 173 Street to I-75
2,190
2,190
1,004
1,058
D
Var
1%
1,062
D
1,197
D
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)
Alachua
SR 20
21
Gainesville
NW 6th St.
4/U
Arterial II
0.99
35 MPH
Urbanized
SR 20
22
Gainesville
SR 20
23
Gainesville
SR 20
24
Gainesville
SR 20*
25
Gainesville
NW 8th Ave.
4/D
Arterial II
Urbanized
Main St.
4/D
Arterial II
Urbanized
Arterial II
Urbanized
University Ave.
6/D
261007
FDOT
D
261008
265016
Local
D
26
Gainesville
Arterial II
Hawthorne Rd.
4/D
0.36
0.49
* = SIS Facility
1,221
1,398
D
2,190
Var
1,395
D
30 MPH
265045
FDOT
Local
D
D
30 MPH
265017
265501
0.81
35 MPH
260206
265008
265049
35 MPH
Arterial I
2,920
2,920
1,305
1,467
D
Var
1%
1,467
D
45 MPH
FDOT
Local
D
D
FDOT
Local
D
D
D
2,920
2,920
1,242
1,368
D
Var
1%
1,368
D
1,440
D
K 9.00%
2,920
2,920
1,596
1,722
D
Var
1%
1,719
D
1,935
D
K 9.00%
265007
FDOT
D
4,500
Local
D
4,500
2,025
2,115
D
1%
2,214
D
2,547
D
K 9.00%
260075
FDOT
D
3,580
260496
261006
265081
Local
D
3,580
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
1,647
K 9.00%
From SR 26 to SE 51st
3.02
D
K 9.00%
From SR 24 to SR 26
0.24
1,521
1%
From CR 329 (Main St) to SR 24 (Archer Rd)
Urbanized
Page 4
2,190
From NW 6th Street East to Main Street (CR 329)
Urbanized
SR 20*
-25%
From NW 8 Avenue to SR 26
University Ave.
4/D
K 9.00%
From SR 120/NW 23 Avenue to NW 8 Avenue
# = Reflects possible capacity, resurfacing or construction improvements
1,217
1,262
C
1%
1,332
C
1,539
C
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)
Alachua
SR 20*
Hawthorne Rd.
27
Alachua County
4/D
Highway
2.13
65 MPH
260479c
Transition
SR 20*
Hawthorne Rd.
28
Alachua County
SR 20*
4/D
Highway
Rural
Arterial
Community
Hawthorne Rd.
31
Hawthorne
SR 20*
4/D
Hawthorne Rd.
30
Hawthorne
SR 20*
Highway
Rural
Hawthorne Rd.
29
Alachua County
SR 20*
4/D
4/D
Arterial
Community
Hawthorne Rd.
32
Alachua County
2/U
Highway
Archer Rd.
33
Alachua County
2/U
3.28
* = SIS Facility
C
4,460
Local
C
4,460
783
774
B
1%
810
B
65 MPH
263079
5.23
65 MPH
260156
263079
FDOT
Local
C
B
3,820
2,440
760
770
B
1%
817
B
45 MPH
260156
FDOT
Local
C
B
3,820
2,440
722
741
B
1%
779
B
45 MPH
260159
FDOT
Local
C
C
2,790
2,790
684
712
C
1%
750
C
55 MPH
260159
FDOT
Local
C
C
2,790
2,790
646
694
C
1%
722
C
1.71
55 MPH
260263c
FDOT
Local
C
790
B
440
B
864
C
836
C
646
694
C
1%
722
C
C
790
Local
D
1,350
# = Reflects possible capacity, resurfacing or construction improvements
836
D
K 9.50%
FDOT
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
902
K 9.50%
From Levy Co. Line to S. City Limit of Archer
Highway
B
K 9.50%
From Cherokee Dr to Putnam Co. Line
1.20
940
K 9.50%
From US 301 to Cherokee Dr
0.74
B
K 9.50%
From 205th St to US 301
0.97
927
K 9.50%
From CR 325 (East) to 205th St
Rural
Page 5
FDOT
From CR 2082W to CR 325
Rural
SR 24
K 9.00%
From SE 51st to CR 2082W
627
636
C
Var
646
C
741
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)
Alachua
SR 24
Archer Rd.
34
Archer
2/U
Arterial
1.12
35 MPH
Community
SR 24
Archer Rd.
35
Archer
SR 24
2/U
35.1
Alachua County
SR 24
38
Gainesville
2/U
Highway
Rural
2/D
Arterial I
Urbanized
Archer Rd.
37
Alachua County
SR 24
Archer Rd.
Archer Rd.
36
Alachua County
SR 24
Arterial
Community
4/D
Arterial I
Urbanized
Archer Rd.
6/D
Arterial I
39
Gainesville
Page 6
Archer Rd.
6/D
* = SIS Facility
Arterial I
Urbanized
260008
FDOT
C
1,220
260263c
Local
D
1,350
779
C
Var
788
C
0.90
60 MPH
260008
FDOT
Local
C
D
1,220
1,350
864
922
C
Var
1%
940
C
60 MPH
260008
FDOT
Local
C
D
790
1,350
864
922
D
Var
1%
940
D
60 MPH
260487
FDOT
Local
D
D
1,600
1,600
1,593
1,800
F
Var
1%
1,809
F
45 MPH
260485
263114
FDOT
Local
D
D
3,580
3,580
2,318
2,385
C
1%
2,493
C
45 MPH
260484
263029
FDOT
D
5,390
Local
D
5,390
4,320
4,388
C
Var
45 MPH
260489
260490
D
2,088
F
2,871
C
4,464
C
FDOT
Local
D
D
# = Reflects possible capacity, resurfacing or construction improvements
5,139
C
1%
K 9.00%
From NW 34th St to SR 226/SW 16th Ave
1.24
1,083
K 9.00%
From I-75 to NW 34th St
1.08
C
K 9.00%
From SW 75th St to I-75
2.38
1,083
K 9.00%
From SW 122nd St (Urb Bnd) to SW 75th St Tower Road
3.87
C
K 9.50%
From NE. City Limit of Archer to SW 122nd St (Urb Bnd)
2.58
912
1%
K 9.50%
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
746
From US 27 to NE. City Limit (154th St)
Urbanized
SR 24
K 9.50%
From S. City Limit (2100' S of McDowell St) to US 27
5,390
5,390
4,500
4,500
C
Var
1%
4,626
C
5,328
D
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)
Alachua
SR 24
40
Gainesville
Archer Rd.
4/D
Arterial II
1.03
35 MPH
Urbanized
SR 24
41
Gainesville
SR 24
42
Gainesville
SR 24
24
Gainesville
SR 24*
44
Gainesville
US 441/W 13th St.
4/D
Arterial II
Urbanized
University Ave.
4/D
Arterial II
Urbanized
University Ave.
4/D
Arterial II
Urbanized
Waldo Rd.
4/D
Arterial I
45
Gainesville
Waldo Rd.
4/D
Arterial I
0.70
* = SIS Facility
FDOT
D
2,920
260446
265078
Local
D
2,920
30 MPH
265053
FDOT
Local
D
D
0.86
30 MPH
260680
265010
265011
FDOT
Local
D
D
2,880
D
Var
2,880
D
0.81
35 MPH
260206
265008
265049
FDOT
Local
D
D
45 MPH
260185c
265046
265063
265066
FDOT
Local
2,920
2,920
3,060
3,195
F
Var
1%
3,195
F
45 MPH
265068
3,411
F
K 9.00%
2,920
2,920
2,007
2,100
D
Var
1%
2,097
D
2,358
D
K 9.00%
2,920
2,920
1,596
1,722
D
Var
1%
1,719
D
1,935
D
K 9.00%
D
3,580
D
3,580
1,983
2,116
C
Var
2,151
C
2,484
C
1%
K 9.00%
From SR 120 (N 23 Ave) to SR 222
0.90
F
K 9.00%
From SR 26/University Ave to SR 120 (N 23 Ave)
1.74
3,276
1%
From CR 329 (Main St) to SR 24 (Archer Rd)
FDOT
D
3,580
Local
D
3,580
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
2,715
From US 441/W 13th St to Main Street (CR 329)
Urbanized
Page 7
260443c
From SR 24/Archer Road to SR 26/University Ave
Urbanized
SR 24
K 9.00%
From SR 226/SW 16th Ave to US 441/W 13th Street
# = Reflects possible capacity, resurfacing or construction improvements
1,773
1,890
C
Var
1,890
C
2,169
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)
Alachua
SR 24*
Waldo Rd.
46
Alachua County
4/D
Highway
0.95
55 MPH
265066
Urbanized
SR 24
46.1
Gainesville
SR 24
4/D
46.2
Alachua County
SR 24
48
Waldo
SR 24A 88
Gainesville
Highway
Urbanized
Waldo Rd.
4/D
Highway
Transition
Waldo Rd.
47
Alachua County
SR 24
Waldo Rd.
4/D
Highway
Rural
Waldo Rd.
4/D
Arterial
Community
16th Ave.
4/D
Arterial II
Gainesville
16th Ave.
4/D
Arterial II
0.71
45 MPH
* = SIS Facility
263439
265066
D
5,900
Local
D
5,900
FDOT
Local
D
D
3.27
60 MPH
263439
FDOT
Local
C
D
1,584
B
Var
1,584
B
4.46
65 MPH
260170
FDOT
Local
C
C
35 MPH
260170
FDOT
Local
C
C
5,900
5,900
1,404
1,526
B
Var
1%
1,530
B
35 MPH
265107
265108
FDOT
Local
4,460
5,660
1,350
1,467
B
Var
1%
1,467
B
35 MPH
B
1,647
B
K 9.50%
3,820
3,820
1,197
1,320
B
Var
1%
1,320
B
1,463
B
K 9.50%
2,790
2,790
1,197
1,320
C
Var
1%
1,320
C
1,463
C
K 9.00%
D
2,920
D
2,920
1,732
1,768
D
Var
1,800
D
2,070
D
1%
K 9.00%
From US 441 to SR 329/Main St
0.73
1,728
K 9.00%
From SR 24/Archer Rd to US 441/W 13th Street
0.92
B
K 9.00%
From SW. City Limit (Ne 134th St) to US 301
1.39
1,818
1%
From NE 77th St to SW. City Limit of Waldo
265109
FDOT
D
2,920
265111c
Local
D
2,920
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
1,458
From City Limit of Gainesville to NE 77th St
Urbanized
Page 8
FDOT
From NE 47th Ave to City Limit (55th Pl)
Urbanized
SR 24A 89
K 9.00%
From SR 222 to NE 47th Ave
# = Reflects possible capacity, resurfacing or construction improvements
1,508
1,624
D
Var
1,629
D
1,818
D
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)
Alachua
16th Ave.
SR 24A 90
Gainesville
2/U
Arterial II
0.55
35 MPH
265110
Urbanized
SR 25
US 441
49
Alachua County
SR 25
4/D
Alachua County
SR 25
53
Gainesville
4/D
4/D
Arterial
Community
2.48
* = SIS Facility
65 MPH
260431
360483c
0.99
Highway
Rural
6.74
1,330
657
693
D
1%
720
D
FDOT
Local
C
C
45 MPH
260431
FDOT
Local
C
C
65 MPH
260137
260431
263109c
FDOT
Local
C
C
Arterial I
Urbanized
1.41
55 MPH
260055
263109c
FDOT
Local
D
D
3,820
3,820
703
746
B
Var
1%
760
B
1.50
45 MPH
2,790
2,790
741
750
C
874
B
Var
1%
760
C
874
C
K 9.50%
3,820
3,820
868
887
B
Var
1%
902
B
1,036
B
K 9.50%
3,580
3,580
1,092
1,107
C
1%
1,159
C
1,330
C
K 9.00%
260054
FDOT
D
3,580
265097
Local
D
3,580
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
D
K 9.50%
From SR 331/Williston Road to SR 226
Arterial I
828
K 9.50%
From SW 63rd Avenue to SR 331/Williston Road
Urbanized
Page 9
1,330
D
From W. City Limit of Micanopy to SW 63rd Avenue
US 441
4/D
D
Local
From E. City Limit (400' E of Memorial Ln) to W. City Limit (900' W. of Okehumkee S
US 441
52
Alachua County
SR 25
Highway
Rural
US 441
51
FDOT
From Marion Co. Line to E. City Limit of Micanopy
US 441
50
Micanopy
SR 25
4/D
K 9.00%
From SR 329 to SR 331 Williston Rd
# = Reflects possible capacity, resurfacing or construction improvements
1,539
1,701
C
Var
1,719
C
1,980
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)
Alachua
SR 25
54
Gainesville
US 441
4/D
Arterial II
0.38
35 MPH
Urbanized
SR 25
41
Gainesville
SR 25
56
Gainesville
SR 25
57
Gainesville
SR 25
58
Gainesville
US 441/W 13th St.
4/D
Arterial II
Urbanized
US 441
4/D
Arterial II
Urbanized
18
Gainesville
Arterial I
Urbanized
Page 10
* = SIS Facility
2,920
D
2,920
1,634
1,822
D
Var
1,827
D
0.70
30 MPH
265053
FDOT
Local
D
D
1.51
35 MPH
260176
265015
265020
265055
FDOT
Local
D
D
1.00
45 MPH
265056
265057
FDOT
Local
Arterial I
0.75
45 MPH
1.22
45 MPH
2,920
2,920
3,060
3,195
F
Var
1%
3,195
F
3,411
F
K 9.00%
2,920
2,920
2,475
2,632
D
Var
1%
2,637
D
3,015
E
K 9.00%
D
D
3,580
3,580
2,362
2,588
C
Var
1%
2,592
C
2,907
C
K 9.00%
260050
265057
FDOT
D
3,580
Local
D
3,580
1,800
1,953
C
Var
1,953
C
2,223
C
1%
K 9.00%
260086c
260110
FDOT
Local
D
D
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
D
K 9.00%
From SR 20 to SR 121
Arterial I
Urbanized
1,998
1%
From SR 222 to SR 20
US 441
4/D
D
Local
From SR 24/Archer Road to SR 26/University Ave
Urbanized
SR 25
FDOT
265505
From SR 120/N 23 Avenue to SR 222
US 441
4/D
265097
From SR 26/University Ave to SR 120/N 23 Avenue
US 441
4/D
K 9.00%
From SR 226 to SR 24/Archer Road
# = Reflects possible capacity, resurfacing or construction improvements
3,580
3,580
2,025
2,272
C
Var
1%
2,277
C
2,529
C
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)
Alachua
SR 25
US 441
17
Gainesville
4/D
Arterial I
4.69
60 MPH
263117c
Urbanized
SR 25
US 441
16
Alachua (City of)
SR 25
Arterial
Community
4/D
Arterial
Community
Alachua (City of)
5.88
65 MPH
260229
265027
12
High Springs
1.24
45 MPH
265022
265106
Arterial
Community
0.87
45 MPH
260461
66
High Springs
4/D Highway Dev
US 441
1.06
2.87
US 441
* = SIS Facility
C
Var
1,755
C
FDOT
Local
C
D
65 MPH
65 MPH
Arterial
0.65
45 MPH
FDOT
Local
C
D
C
K 9.50%
2,790
2,890
1,662
1,743
C
Var
1%
1,748
C
1,986
C
2,790
2,890
1,900
1,924
C
Var
1%
1,928
C
260245
260245
2,194
C
K 9.50%
FDOT
Local
C
D
2,790
2,890
2,185
2,232
C
Var
1%
2,232
C
2,574
C
K 9.50%
FDOT
C
3,860
Local
D
4,970
1,606
1,805
B
Var
1,805
B
1,995
B
1%
K 9.50%
FDOT
C
3,860
Local
C
3,860
1,606
1,805
B
Var
1,805
B
1,995
B
1%
K 9.50%
265034
FDOT
C
2,790
Local
C
2,790
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
2,025
1%
From SR 20 to SR 45
Community
Page 11
1,755
From E. City Limit (188 St) to SR 20
4/D Highway Dev
4/D
1,728
From NW 173 Street. to E. City limit of High Springs
Community
SR 25
3,580
K 9.50%
Community
SR 25
3,580
D
From I-75 to NW 173 Street
US 441
13
D
Local
From SR 235 to I-75
US 441
14
Alachua (City of)
SR 25
4/D
FDOT
From CR 25A (Southern Occurance) to SR 235
US 441
15
Alachua (City of)
SR 25
4/D
K 9.00%
From SR 121 to CR 25A (Southern Occurance)
# = Reflects possible capacity, resurfacing or construction improvements
722
788
C
Var
788
C
864
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)
Alachua
SR 25
US 441
67
High Springs
4/D
Arterial
0.71
45 MPH
Community
SR 25
US 441
68
High Springs
SR 26*
2/U
Newberry
SR 26*
Newberry
SR 26*
Newberry Rd.
2/U
Arterial
Community
Newberry Rd.
70
Newberry
SR 26*
Arterial
Community
2/U Highway Dev
Community
69.1
4/D Highway Dev
Community
Newberry Rd.
71
Alachua County
4/D
260245
FDOT
C
2,790
265002
Local
C
2,790
Highway
1.14
55 MPH
260241
Newberry Rd.
72
Alachua County
4/D
2.04
* = SIS Facility
C
Var
1,406
C
Arterial I
FDOT
Local
60 MPH
260004
FDOT
Local
0.99
30 MPH
260493
FDOT
Local
60 MPH
260005
260410c
C
C
C
C
580
542
C
1%
580
C
50 MPH
263471
50 MPH
C
K 9.50%
1,550
1,550
770
931
C
Var
1%
931
C
C
C
1,220
1,220
1,140
1,282
D
Var
1%
1,282
D
998
C
1,454
F
K 9.50%
FDOT
Local
C
C
3,860
3,860
1,387
1,506
B
Var 1,558
1.2%
B
1,834
B
K 9.00%
FDOT
C
4,460
Local
C
4,460
2,070
2,115
B
1.3% 2,232
B
2,682
B
K 9.00%
From NW 143rd St to NW 76th Blvd
4.41
665
K 9.50%
260483
FDOT
D
3,580
263471
Local
C
3,420
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
1,220
1,220
From CR 241 South to NW 143rd St
1.65
C
K 9.50%
From SR 45 to CR 241 South
5.19
1,568
1%
From CR 337/SW 266th St to SR 45
Urbanized
Page 12
1,406
From Gilchrist Co. Line to CR 337/SW 266th St
Transition
SR 26*
1,302
From NW 9 Street to Columbia Co. Line
Newberry Rd.
69
K 9.50%
From SR 45 to NW 9 Street
# = Reflects possible capacity, resurfacing or construction improvements
2,295
2,385
C
Var
2,457
C
2,835
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)
Alachua
SR 26*
Newberry Rd.
73
Alachua County
6/D
Arterial II
0.30
35 MPH
260012
Urbanized
SR 26
74
Gainesville
Newberry Rd.
6/D
Arterial II
Urbanized
K 9.00%
From NW 76th Blvd to I-75
FDOT
D
4,500
Local
C
2,090
4,320
4,455
D
Var
4,581
E
35 MPH
260478
260501
F
K 9.00%
From I-75 to NW 8th Ave
1.16
5,283
1%
FDOT
Local
D
D
4,500
4,500
4,290
4,290
D
1%
4,491
D
5,175
F
261010
SR 26
75
Gainesville
SR 26
76
Gainesville
SR 26
77
Gainesville
SR 26
78
Gainesville
Newberry Rd.
4/D
Arterial I
Urbanized
Newberry Rd.
4/D
Arterial II
Urbanized
University Ave.
4/U
Arterial II
Urbanized
University Ave.
4/D
Arterial II
1.36
* = SIS Facility
45 MPH
260470
263442c
265070
FDOT
Local
D
D
3,580
3,580
2,970
C
Var
1%
3,024
C
0.40
35 MPH
265077
FDOT
Local
D
D
2,920
2,920
1,908
1,944
D
1%
2,034
D
35 MPH
265071
265073
FDOT
Local
D
D
-25%
2,190
2,190
1,935
2,070
D
Var
1%
2,115
D
30 MPH
265012
2,349
D
FDOT
D
2,920
Local
D
2,920
# = Reflects possible capacity, resurfacing or construction improvements
2,439
F
K 9.00%
From Gale Lemerand Dr to US 441/W 13th St
0.63
D
K 9.00%
From SR 121/NW 34 St to Gale Lemerand Dr
1.37
3,483
K 9.00%
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
2,820
From SR 26A to SR 121/NW 34 St
Urbanized
Page 13
K 9.00%
From NW 8th Ave to SR 26A
2,430
2,610
D
Var
2,610
D
2,943
E
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)
Alachua
SR 26
University Ave.
42
Gainesville
4/D
Arterial II
0.86
30 MPH
Urbanized
SR 26
University Ave.
24
Gainesville
4/D
Arterial II
Urbanized
K 9.00%
From US 441/W 13th St to Main Street (CR 329)
260680
FDOT
D
2,920
265010
265011
Local
D
2,920
2,007
2,100
D
Var
2,097
D
35 MPH
260206
265008
FDOT
Local
D
D
D
K 9.00%
From CR 329 (Main St) to SR 24 (Archer Rd)
0.81
2,358
1%
2,920
2,920
1,596
1,722
D
Var
1%
1,719
D
1,935
D
265049
SR 26*
University Ave.
25
Gainesville
SR 26
6/D
University Ave.
82
Gainesville
SR 26
Arterial II
Urbanized
4/D
Arterial I
Urbanized
55th Blvd.
83
Alachua County
2/U
0.24
35 MPH
FDOT
Local
D
D
4,500
4,500
2,025
2,115
D
1%
2,214
D
2.59
45 MPH
260276
261005
265080
FDOT
Local
D
D
Highway
3.53
60 MPH
260038
260039
3,580
3,580
837
876
C
Var
1%
873
C
Highway
5.64
Rural
* = SIS Facility
60 MPH
FDOT
Local
C
1,550
D
2,190
981
C
346
374
B
Var
378
B
396
B
1%
K 9.50%
263274c
FDOT
C
790
Local
D
1,350
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
D
K 9.00%
From SR 222 to US 301
2/U
2,547
K 9.00%
From SE 51st Street to SR 222
84
Alachua County
Page 14
265007
From SR 20/Hawthorne Rd to SE 51st Street
Transition
SR 26
K 9.00%
From SR 24 to SR 26
# = Reflects possible capacity, resurfacing or construction improvements
893
940
D
Var
940
D
1,054
D
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)
Alachua
SR 26
85
Alachua County
2/U
Highway
5.51
60 MPH
260116
Rural
2nd Ave.
SR 26A 86
Gainesville
2/D
Gainesville
2/U
Alachua County
SR 45
2/U
2/U
Arterial II
Urbanized
Archer
0.46
35 MPH
265004
Highway
Rural
Alachua County
2/U
35 MPH
265072
265075c
2.74
1.42
Arterial
0.65
* = SIS Facility
884
D
Var
884
D
FDOT
Local
D
D
FDOT
Local
D
D
60 MPH
260260
35 MPH
260260
45 MPH
Highway
3.43
60 MPH
1,242
1,269
D
Var
1%
1,269
D
1,368
E
K 9.00%
1,064
1,064
1,026
1,089
E
Var
1%
1,089
E
1,206
F
K 9.50%
FDOT
Local
C
C
790
790
361
370
B
1%
399
B
466
C
K 9.50%
FDOT
Local
C
C
1,220
1,220
361
370
C
1%
399
C
466
C
K 9.50%
260231c
FDOT
Local
C
1,220
C
1,220
260231c
285
300
C
Var
304
C
C
790
Local
C
790
# = Reflects possible capacity, resurfacing or construction improvements
352
C
1%
K 9.50%
FDOT
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
D
K 9.00%
1,330
1,330
-20%
998
1%
From CR 241 to S. City Limit of Newberry
Rural
Page 15
836
From SR 24 to CR 241
US 27/41
94
1,350
From 162nd St to SR 24
Arterial
Community
2/U
1.35
Community
SR 45
790
D
From Levy Co. Line to 162nd St
US 27/41
93
C
Local
From SR 121 (W 34th St) to SR 26/University Ave
US 27/41
92
Archer
SR 45
Arterial II
Urbanized
US 27/41
91
FDOT
From SR 26/Newberry Road to SR 121 (W 34th St)
2nd Ave.
SR 26A 87
SR 45
K 9.50%
From US 301 to Putnam Co. Line
285
300
B
Var
304
B
352
B
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)
Alachua
SR 45
94.1
Newberry
US 27/41
2/U
Arterial
4.84
60 MPH
260231c
Community
SR 45
US 27/41
95
Newberry
SR 45
2/U
Newberry
SR 45
4/D
Newberry
SR 45
2/U
97.1
Alachua County
SR 45
98
High Springs
SR 45
99
High Springs
Arterial
Community
Arterial
Community
Arterial
Community
Highway
Rural
0.51
0.58
4.99
4.29
Arterial
Community
2.72
* = SIS Facility
300
C
Var
304
C
40 MPH
260231c
40 MPH
260222c
60 MPH
260222c
60 MPH
260003
50 MPH
260003
265006
Arterial
0.23
30 MPH
C
K 9.50%
FDOT
Local
C
C
1,220
1,220
285
300
C
Var
1%
304
C
FDOT
Local
FDOT
Local
FDOT
Local
FDOT
Local
352
C
K 9.50%
C
C
C
C
C
C
2,790
2,790
418
513
C
Var 513
1.1%
C
598
C
K 9.50%
1,220
1,220
418
513
C
Var 513
1.1%
C
790
790
598
C
K 9.50%
437
484
C
Var
1%
484
C
522
C
K 9.50%
C
C
1,220
1,220
636
679
C
Var
1%
684
C
750
C
K 9.50%
265036
FDOT
C
1,220
Local
C
1,220
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
352
1%
From SR 20 to US 441
Community
Page 16
285
From S. City Limit (156th Pl) to SR 20
US 27/41
2/U
1,220
From N. City Limit of Newberry to S. City Limit of High Springs
US 27/41
2/U
1,220
C
From Northwest 8th Place to N. City Limit (CR 232)
US 27/41
2/U
C
Local
From SR 26 to Northwest 8th Place
US 27/41
97
FDOT
From SW 15 Avenue to SR 26
US 27/41
96
K 9.50%
From S. City Limit (CR 13) to SW 15 Avenue
# = Reflects possible capacity, resurfacing or construction improvements
656
665
C
Var
674
C
779
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)
Alachua
SR 120
100
Gainesville
N 23rd Ave.
4/U
Arterial II
0.50
35 MPH
265085
Urbanized
SR 120* 101
Gainesville
N 23rd Ave.
4/U
Arterial I
Urbanized
K 9.00%
From US 441/W 13th to SR 20
FDOT
D
Local
D
-25%
2,190
1,197
1,206
D
2,190
Var
1,233
D
40 MPH
265052
265064
D
K 9.00%
From SR 20 to SR 24/Waldo Rd
2.04
1,413
1%
FDOT
Local
D
D
-25%
2,685
2,685
976
981
C
Var
1%
990
C
1,134
C
265084
265504
SR 121
102
Alachua County
SR 121
103
Alachua County
SR 121* 104
Gainesville
SR 121
2/U
Highway
Rural
Williston Rd.
2/U
Highway
Urbanized
Williston Rd.
4/D
105
Gainesville
Williston Rd.
Arterial I
Urbanized
NW 34th St.
6/D
Arterial I
6.59
* = SIS Facility
60 MPH
260128
263032
FDOT
Local
C
D
2.34
60 MPH
265507
FDOT
Local
D
D
826
817
D
Var
1%
836
D
2.17
45 MPH
260396
263395c
2,170
2,170
891
900
C
4.6% 1,080
C
45 MPH
D
1,728
D
K 9.00%
FDOT
Local
D
D
3,580
3,580
2,070
2,250
C
Var
1%
2,250
C
260323
FDOT
D
5,390
260434
Local
D
5,390
# = Reflects possible capacity, resurfacing or construction improvements
2,511
C
K 9.00%
From SR 331/Williston Rd to SR 24/Archer Rd
1.61
969
K 9.00%
From I-75 (South) to US 441
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
790
1,350
From SW 85th Ave (MPO Boundary) to I-75 (South)
Urbanized
Page 17
K 9.50%
From Levy Co. Line to SW 85th Ave (MPO Boundary)
2,247
2,284
C
Var
2,295
C
2,646
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)
Alachua
SR 121
106
Gainesville
NW 34th St.
6/D
Arterial I
1.62
45 MPH
Urbanized
SR 121
107
Gainesville
SR 121
6/D
108
Gainesville
SR 121
109
Gainesville
Arterial II
Urbanized
NW 34th St.
2/D
110
Arterial II
Urbanized
NW 34th St.
2/D
Gainesville
SR 121
NW 34th St.
Arterial I
Urbanized
NW 34th St.
2/U
Arterial I
111
Gainesville
Page 18
NW 22nd St.
2/D
* = SIS Facility
Arterial I
Urbanized
261011
FDOT
D
5,390
261012
263444
Local
D
5,390
3,810
C
Var
3,807
C
0.12
35 MPH
265076
FDOT
Local
D
D
4,500
4,500
2,115
2,385
D
Var
1%
2,385
D
35 MPH
265074
265506
FDOT
Local
D
D
5%
1,396
1,396
1,638
1,634
F
1%
1,755
F
40 MPH
261013
263475
FDOT
Local
D
D
1,600
1,600
1,238
1,328
C
Var
1%
1,350
C
40 MPH
260474c
260494
FDOT
D
1,600
Local
D
1,600
1,143
1,192
C
Var
45 MPH
260010
260043c
2,025
F
1,557
D
1,197
C
1,359
C
1%
K 9.50%
From US 441 to NW 73rd Place
0.67
D
K 9.00%
From SR 222/W 39 Ave to US 441/W 13th Street
2.18
2,475
K 9.00%
From NW 16th Ave to SR 222/W 39th Ave
1.52
C
K 9.00%
From SR 26/University Ave to NW 16th Ave
1.00
4,311
1%
K 9.00%
FDOT
Local
D
D
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
3,600
From SR 26A to SR 26/University Ave
Urbanized
SR 121
K 9.00%
From SR 24/Archer Road to SR 26A
# = Reflects possible capacity, resurfacing or construction improvements
1,600
1,600
905
980
C
Var
1%
978
C
1,092
C
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)
Alachua
SR 121
112
Gainesville
2/U
Highway
2.49
60 MPH
260043c
Urbanized
SR 121
112.1
Alachua County
SR 121
SR 121
SR 121
Arterial
Community
2,170
603
611
B
Var
608
B
5.75
60 MPH
260215
FDOT
Local
C
C
790
790
0.81
60 MPH
260215
FDOT
Local
C
D
Arterial
Community
0.25
35 MPH
260215
Arterial
Community
115
0.58
35 MPH
260370
Highway
Rural
US 301
4/D
* = SIS Facility
5.30
60 MPH
260370
247
256
B
Var
1%
266
B
55 MPH
360189c
FDOT
Local
C
D
FDOT
Local
C
D
FDOT
C
C
FDOT
Local
C
B
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
B
1,220
1,350
247
256
C
Var
1%
266
C
304
C
K 9.50%
Local
1.22
304
K 9.50%
1,220
1,350
247
256
C
Var
1%
266
C
# = Reflects possible capacity, resurfacing or construction improvements
304
C
K 9.50%
1,220
1,350
276
314
C
Var
1%
314
C
332
C
K 9.50%
790
790
276
314
B
Var
1%
314
B
332
B
K 9.50%
From Marion Co. Line to County Hwy 325
Highway
Rural
B
K 9.50%
From N. City Limit of La Crosse to Union Co. Line
2/U
703
1%
From SR 235 N to N. City Limit (1350' N. of CR 1493)
2/U
Alachua County
2,170
D
From SR 235 S to SR 235 N
114
SR 200* 116
D
Local
From S. City Limit (4200' S. of SR 235) to SR 235 S
2/U
Alachua County
Page 19
Highway
Rural
113
La Crosse
SR 121
2/U
2/U
La Crosse
FDOT
From N. City Limit of Gainesville to SW. City Limit of LaCrosse
112.2
La Crosse
K 9.50%
From NW 73rd Place to N. City Limit (CR 231)
3,820
2,440
1,054
1,102
B
Var
1%
1,102
B
1,226
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)
Alachua
SR 200* 117
Alachua County
US 301
4/D
Highway
8.77
65 MPH
Rural
SR 200* 117.1
Hawthorne
US 301
4/D
SR 200* 118
Hawthorne
SR 200* 119
Hawthorne
SR 200* 120
Hawthorne
Arterial
Community
Arterial
Community
C
3,820
Local
B
2,440
0.64
45 MPH
260044
0.74
45 MPH
260044
265101
Arterial
Community
0.38
45 MPH
260227
Alachua County
Arterial
US 301
4/D
1.11
65 MPH
260227
Alachua County
Highway
US 301
4/D
7.44
* = SIS Facility
Var
978
B
FDOT
Local
C
C
65 MPH
260227
Highway
5.05
65 MPH
260166c
B
K 9.50%
2,790
2,790
846
922
C
Var
1%
922
C
940
C
K 9.50%
FDOT
Local
C
C
2,790
2,790
950
1,031
C
Var
1%
1,036
C
1,121
C
K 9.50%
FDOT
Local
C
C
2,790
2,790
988
1,074
C
Var
1%
1,074
C
1,140
C
K 9.50%
FDOT
C
2,790
Local
C
2,790
988
1,074
C
Var
1,074
C
1,140
C
1%
K 9.50%
FDOT
C
3,820
Local
B
2,440
988
1,074
B
Var
1,074
B
1,140
B
1%
K 9.50%
FDOT
C
3,820
Local
B
2,440
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
1,007
1%
From SR 26 to NE 136th Ave
Rural
Page 20
B
From SE 41st Ln to SR 26
Rural
SR 200* 121
978
From SE 223rd St to SE 41st Ln
Community
SR 200* 120.1
907
From SR 20 to SE 223rd St
US 301
4/D
FDOT
260066
From SE 75th Ave to SR 20
US 301
4/D
260044
From S. City Limit (Johnson St) to 75th St
US 301
4/D
K 9.50%
From County Hwy 325 to S. City Limit of Hawthorne
# = Reflects possible capacity, resurfacing or construction improvements
922
998
B
Var
998
B
1,064
B
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)
Alachua
SR 200* 122
Waldo
US 301
4/D
Arterial
1.54
45 MPH
Community
SR 200* 123
Waldo
US 301
4/D
SR 200* 123.1
Alachua County
SR 222* 124
Alachua County
SR 222* 125
Alachua County
Arterial
Community
Highway
Rural
Arterial I
Urbanized
39th Ave.
4/D
1.26
55 MPH
Arterial I
1.39
65 MPH
Gainesville
Page 21
39th Ave.
4/D
* = SIS Facility
C
2,790
Local
B
0
1,482
1,434
C
Var
1,444
C
260160
FDOT
Local
C
B
2,790
0
Arterial I
Urbanized
260160
280018c
FDOT
Local
C
B
1.18
45 MPH
260030
FDOT
Local
45 MPH
261015
263464
2,042
1,872
C
1%
1,976
C
45 MPH
260423c
C
2,035
1,983
B
Var
1%
2,042
B
2,356
B
K 9.00%
D
D
3,580
3,580
2,745
2,745
C
Var
1%
2,790
C
3,222
C
K 9.00%
D
3,580
Local
D
3,580
D
D
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
3,820
2,440
FDOT
FDOT
Local
2,270
K 9.50%
2,655
3,015
C
Var
3,015
C
# = Reflects possible capacity, resurfacing or construction improvements
3,348
C
1%
K 9.00%
From NW 43 Street to SR 121/NW 34 Street
1.00
C
K 9.50%
From NW 83th St to NW 43 Street
2.49
1,672
1%
From W. of I-75 Ramps to NW 83th St
Urbanized
SR 222* 126
FDOT
260166c
From N. City Limit of Waldo to Bradford Co. Line
39th Ave.
4/D
260160
From NE 160th Ave to N. City Limit (800' N. of NE 177 Pl)
US 301
4/D
K 9.50%
From NE 136th Ave to NE 160th Ave
3,580
3,580
2,745
3,105
C
Var
1%
3,105
C
3,501
D
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)
Alachua
SR 222* 127
Gainesville
39th Ave.
4/D
Arterial I
2.00
45 MPH
Urbanized
SR 222* 128
Gainesville
4/D
SR 222* 129
Gainesville
Gainesville
Gainesville
SR 226
88
Gainesville
Arterial I
Urbanized
39th Ave.
4/D
131
Arterial I
Urbanized
39th Ave.
4/D
SR 222* 130
SR 222
39th Ave.
Arterial I
Urbanized
39th Ave.
2/U
Highway
Urbanized
16th Ave.
4/D
Arterial II
* = SIS Facility
260448
FDOT
D
3,580
261016
265090
Local
D
3,580
2,415
C
Var
2,457
C
0.49
45 MPH
265089
FDOT
Local
D
D
3,580
3,580
1,710
1,890
C
Var
1%
1,890
C
45 MPH
261002
265067
265087
265088
FDOT
Local
D
D
3,580
3,580
1,526
1,708
C
Var
1%
1,710
C
45 MPH
260428
FDOT
Local
D
D
3,580
3,580
1,197
1,206
C
Var
1%
1,206
C
55 MPH
260491
FDOT
Local
D
D
2,170
2,170
621
666
B
Var
1%
666
B
35 MPH
265107
265108
FDOT
Local
D
2,920
D
2,920
# = Reflects possible capacity, resurfacing or construction improvements
1,881
C
1,377
C
720
B
K 9.00%
From SR 24/Archer Rd to US 441/W 13th Street
0.92
C
K 9.00%
From Gainesville Regional Airport to SR 26
3.56
2,124
K 9.00%
From SR 24/Waldo Rd to Gainesville Regional Airport
0.86
C
K 9.00%
From SR 20 to SR 24/Waldo Rd
2.56
2,835
1%
K 9.00%
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
2,370
From US 441/NW 13 St. to SR 20
Urbanized
Page 22
K 9.00%
From SR 121/NW 34 St. to US 441/NW 13 St.
1,732
1,768
D
Var
1,800
D
2,070
D
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)
Alachua
SR 226
16th Ave.
89
Gainesville
4/D
Arterial II
0.73
35 MPH
Urbanized
SR 226
16th Ave.
90
Gainesville
SR 231
2/U
140
La Crosse
SR 231
140.1
Alachua County
SR 235
136
Alachua (City of)
Arterial II
Urbanized
Arterial
Community
SR 235/231
2/U
Highway
Rural
NW 140th St.
2/U
265109
FDOT
D
2,920
265111c
Local
D
2,920
Arterial
0.55
35 MPH
265110
137
Alachua (City of)
SR 235
138
Alachua (City of)
Page 23
SR 241/ NW 140th St.
2/U
Arterial
Community
SR 241/ NW 140th St.
2/U
* = SIS Facility
1,624
D
Var
1,629
D
Arterial
Community
FDOT
Local
3.76
55 MPH
260022
260221
FDOT
Local
55 MPH
260022
280022c
FDOT
Local
D
D
C
D
C
C
657
693
D
1%
720
D
30 MPH
265023c
30 MPH
265026
265040
1,220
1,350
176
190
C
Var
1%
190
C
30 MPH
260239
218
C
K 9.50%
790
790
285
294
B
Var
1%
294
B
FDOT
C
1,220
Local
D
1,350
902
884
C
Var
342
B
893
C
FDOT
Local
FDOT
Local
1,026
C
1%
K 9.50%
C
D
1,220
1,350
632
608
C
Var
1%
608
C
C
D
# = Reflects possible capacity, resurfacing or construction improvements
694
C
K 9.50%
From NW 159th Place to E. City Limit (134th Dr)
0.44
D
K 9.50%
From US 441 to NW 159th Place
0.51
828
K 9.50%
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
1,330
1,330
From CR 2054 to US 441
0.49
D
K 9.00%
From NE City Limit of La Crosse to Bradford Co. Line
2.84
1,818
1%
From SR 121 to NE City Limit (1600 ' S.of 206th Ln)
Community
SR 235
1,508
From SR 329 to SR 331 Williston Rd
SR 235/231
2/U
K 9.00%
From US 441 to SR 329/Main St
1,220
1,350
370
352
C
Var
1%
352
C
408
C
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)
Alachua
SR 235
139
Alachua County
2/U
Highway
5.40
55 MPH
260056
Rural
SR 235
139.1
La Crosse
SR 235
La Crosse
SR 235
Alachua County
SR 329
141
Gainesville
Arterial
Community
SR 235/231
2/U
140.1
Arterial
Community
SR 235/231
2/U
Highway
Rural
Main St.
4/D
0.32
45 MPH
260056
142
Gainesville
3.76
55 MPH
260022
260221
23
Gainesville
Page 24
790
C
790
200
218
B
Var
218
B
Arterial I
* = SIS Facility
1,220
1,350
200
218
C
Var
1%
218
C
FDOT
Local
C
D
2.84
55 MPH
260022
280022c
FDOT
Local
C
C
1.26
45 MPH
Arterial II
1.15
35 MPH
1,220
1,350
176
190
C
Var
1%
190
C
0.49
30 MPH
218
C
790
790
285
294
B
Var
1%
294
B
342
B
K 9.00%
265098
FDOT
D
3,580
Local
D
3,580
558
630
C
Var
630
C
630
C
1%
K 9.00%
265033
265502
FDOT
D
2,920
Local
D
2,920
986
1,094
C
Var
1,098
C
265017
265501
1,161
C
1%
K 9.00%
FDOT
Local
D
D
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
C
K 9.50%
From SR 26 to NW 8 Avenue
Arterial II
Urbanized
218
K 9.50%
From SR 226 to SR 26
Main St.
4/D
C
D
B
K 9.50%
From SR 331 to SR 226
Main St.
4/D
FDOT
Local
218
1%
From NE City Limit of La Crosse to Bradford Co. Line
Urbanized
SR 329
C
Local
From SR 121 to NE City Limit (1600 ' S.of 206th Ln)
Urbanized
SR 329
FDOT
From W. City Limit (1720' S of SR 121) to SR 121
2/U
140
K 9.50%
From E. City Limit of Alachua City to W. City Limit of La Crosse
# = Reflects possible capacity, resurfacing or construction improvements
2,920
2,920
1,242
1,368
D
Var
1%
1,368
D
1,440
D
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)
Alachua
SR 329
NW 8th Ave.
22
Gainesville
4/D
Arterial II
0.36
30 MPH
265045
Urbanized
SR 331* 104
Gainesville
4/D
SR 331* 146
Alachua County
SR 331* 147
Gainesville
Page 25
Arterial I
Urbanized
Williston Rd.
4/D
Arterial I
Urbanized
Williston Rd.
4/D
SR 331* 148
Gainesville
Williston Rd.
Arterial I
Urbanized
Williston Rd.
4/D
* = SIS Facility
Arterial I
Urbanized
FDOT
D
2,920
Local
D
2,920
1,305
1,467
D
Var
1,467
D
2.17
45 MPH
260396
263395c
45 MPH
260134
FDOT
Local
D
D
3,580
3,580
2,070
2,250
C
Var
1%
2,250
C
FDOT
Local
45 MPH
265099
FDOT
Local
D
D
3,580
3,580
1,701
1,845
C
Var
1%
1,845
C
45 MPH
260130
265047
265058
FDOT
Local
C
1,998
C
K 9.00%
D
D
3,580
3,580
1,368
1,314
C
Var
1%
1,359
C
1,566
C
K 9.00%
From SR 226 to SR 26/University Ave
1.80
2,511
K 9.00%
From SR 329 (Main Street) to SR 226
1.03
D
K 9.00%
From US 441 to SR 329 (Main Street)
0.55
1,647
1%
From I-75 (South) to US 441
D
D
Source: 12/18/12 Generalized Tables
Count Station Flags: c = class count
K 9.00%
From NW 6th Street East to Main Street (CR 329)
# = Reflects possible capacity, resurfacing or construction improvements
3,580
3,580
1,716
1,746
C
1%
1,827
C
2,097
C
6/24/2015