Tri-County Growth Management Plan Okaloosa

Transcription

Tri-County Growth Management Plan
Okaloosa- Santa Rosa- Walton
A T L AS
O F
E X I S T I N G
C O N D I T I O N S
1.0 Transportation
S e p t e m b e r
2 0 0 9
Table of Contents Full Atlas
1.0 Transportation
2.0 Housing
3.0 Public Utilities
4.0 Land Use
5.0 Economy and Jobs
6.0 Public Safety
7.0 Health and Social
Services
8.0 Education
9.0 Quality of Life
1.0 Transportation
Page Existing Conditions
Roadway Existing Conditions
Table 1.1 - Existing Conditions Summary
Table 1.2 - Committed Projects Summary
Table 1.3 – Florida-Alabama TPO 2025 Cost Feasible Plan Projects
Table 1.4 – Okaloosa-Walton TPO 2030 Cost Feasible Plan Projects
Table 1.5 – Northwest Florida Transportation Corridor Authority Master Plan 2030 Recommended Projects
Table 1.6 – Summary of Deficient Roadways within the Study Area
Map 1.1 - Existing (Year 2007) Annual Average Daily Traffic
Map 1.2 - Existing (Year 2007) Number of Lanes
Map 1.3 - Existing (Year 2007) Area Type
Map 1.4 - Adopted Level of Service Standards
Map 1.5 - Existing (Year 2007) Level of Service
Map 1.6 - Existing (Year 2007) Network Deficiencies
Map 1.7 - Deficient Segments with Existing and Reserved Trips from Concurrency Systems
Map 1.8 - BRAC Final EIS Preferred Locations 2016 Roadway LOS
1.1
1.7
1.9
1.11
1.14
1.17
1.19
1.25
1.26
1.27
1.28
1.29
1.30
1.31
1.32
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Roadways Existing Conditions
The existing conditions provide a baseline for measuring impacts of future changes in land use patterns and the
transportation network and provides an understandable point of reference when evaluating the performance of the future
year alternatives. The existing conditions were assembled for this Atlas from various other study documents prepared by
state, regional and local agencies, as well as studies prepared in association with the Base Realignment and Closure
(BRAC) actions contemplated at Eglin Air Force Base (AFB). These studies, which will also be used for the development
of the future year conditions and alternatives, including the following:
♦ 2030 Okaloosa-Walton TPO Long Range Transportation Plan
♦ 2025 Florida-Alabama TPO Long Range Transportation Plan
♦ Northwest Florida Transportation Corridor Authority Master Plan
♦ Eglin Air Force Base – Various studies completed in association with various BRAC and housing actions
♦ 2007 Mid-Bay Bridge Authority Capital Improvements Plan
♦ 2004 US 98 Corridor Management Report for Okaloosa County
♦ 2001 US 98 Corridor Management Report for Santa Rosa County
♦ 2002 US 90 Corridor Management Report
♦ 2006 US 98/Brooks Bridge VISSIM Traffic Simulation Study
♦ 2005 Okaloosa-Walton TPO Transit Quality of Service Evaluation and Transit Development Plan
♦ 2002 Fort Walton Beach Urbanized Area Bicycle and Pedestrian Master Plan
The study area identified for the Tri-County Growth Management Plan (GMP) generally includes the impacted collector
and arterial roadway network located within Santa Rosa County, Okaloosa County, and Walton County, Florida. Roadway
analysis segments have been developed for this analysis consistent with the Long Range Transportation Plans (LRTP) for
the Florida-Alabama Transportation Planning Organization (TPO) and the Okaloosa-Walton TPO and their most recently
adopted Congestion Management Process Plans. The Roadway Study Area will be focused and refined in the next phase
of the study, based on the housing and land use analyses. Roadway data including Annual Average Daily Traffic (AADT),
number of lanes, area type and facility type were obtained from the aforementioned Congestion Management Process
Plans (CMP) and the 2007 Florida Traffic Information DVD (FDOT). The 2007 AADT, number of lanes and area type are
displayed on Maps 1.1, 1.2 and 1.3, respectively. Based on this data, over half of the roadways in the study area (60%)
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are two lane facilities, while only 2% are six lane facilities. Generally, urbanized areas are defined by the Federal
Highway Administration (FHWA) approved boundary, which encompasses the entire Census Urbanized Area, as well as a
surrounding geographic area as agreed upon by FDOT, FHWA and the TPO. The minimum population for an urbanized
area is 50,000. Transitioning areas are defined as those areas within TPO designated planning boundaries, but outside
FHWA urbanized boundaries. Transitioning areas are typically found adjacent to urbanized areas and have a population
between 5,000 and 50,000. Transitioning areas are “fringe” areas that exhibit characteristics between rural and urbanized
characteristics. These boundaries are established through the transportation planning process of TPOs. The remainder of
the roadway area types are defined as rural undeveloped or rural developed. About 1/3 of the analyzed roadway miles are
in “rural” area types, 1/3 are transitioning and 1/3 are considered urbanized.
Local Government Comprehensive Plans from the study area were also obtained to verify the Adopted Level of Service
(LOS) Standards for all of the study area roadways, as shown on Map 1.4. The state of Florida requires that local
governments adopt LOS standards for functionally classified roadways. Florida law requires that local governments adopt
the state’s LOS standards for facilities designated as part of the Strategic Intermodal System (SIS), but for other roadways
the adopted LOS standard may be as desired and adopted by the community. LOS and LOS standards are a measure of
the speed and delay on a facility, taking into account driver expectations and range from LOS “A” to LOS “F”. LOS “A”
indicates there is no congestion or delay in the traffic stream, while LOS “F” indicates gridlock or very congested
conditions. The following graphic illustrates each LOS standard from “A” to “F”. The Highway Capacity Manual further
describes these service ranges for vehicles as follows:
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♦ LOS “A” describes completely free-flow conditions. The operation of
vehicles is virtually unaffected by the presence of other vehicles,
and operations are constrained only by the geometric features of the
highway and by driver preferences. Maneuverability within the traffic
stream is good. Minor disruptions to flow are easily absorbed
without a change in speed.
♦ LOS “B” also indicates free flow, although the presence of other
vehicles becomes noticeable. Average travel speeds are the same
as in LOS A, but drivers have slightly less freedom to maneuver.
Minor disruptions are still easily absorbed, although local
deterioration in LOS will be more obvious.
♦ LOS “C” indicates conditions in which the influence of traffic density
on operations becomes marked. The ability to maneuver within the
traffic stream is clearly affected by other vehicles. Minor disruptions
can cause serious local deterioration in service, and queues will
form behind any significant traffic disruption.
♦ LOS “D” describes severely restricted ability to maneuver due to
traffic congestion. Travel speed is reduced by increasing volume.
Only minor disruptions can be absorbed without extensive queues
forming and the service deteriorating.
♦ LOS “E” represents operations at or near capacity, an unstable level.
Vehicles are operating with the minimum spacing for maintaining
uniform flow. Disruptions cannot be dissipated readily, often causing
queues to form and service to deteriorate to LOS F.
♦ LOS “F” represents forced or breakdown flow. It occurs either when
vehicles arrive at a rate greater than the rate at which they are
discharged or when the forecast demand exceeds the computed
capacity of a planned facility. Although operations at these points –
and on sections immediately downstream – appear to be at capacity,
queues form behind these breakdowns. Operations within queues
are highly unstable, with vehicles experiencing brief periods of
movement followed by stoppages.
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Top Left: Examples of LOS by Mode (Source: FDOT Quality/Level of Service Handbook);
Top Right: Examples of LOS F
Center Left: SR 77 @ US 98, Panama City;
Center Right: US 98 Tyndall Parkway, Panama City
Bottom: US 98 Hathaway Bridge, Panama City
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The State of Florida has
identified some facilities as
being part of the Strategic
Intermodal System (SIS).
The SIS is a statewide
network of high-priority
transportation facilities,
including the state’s
largest and most
significant commercial
service airports,
spaceport, deepwater
seaports, freight rail
terminals, passenger rail
and intercity bus terminals,
rail corridors, waterways,
and highways. In the TriCounty GMP study area,
SIS facilities and
connectors include SR 87,
I-10, SR 85N, SR 123, SR
85 from SR 123 to the
Northwest Florida Regional Airport
Okaloosa Regional Airport
entrance, US 331, US 98 through Walton County, and the Northwest Florida Regional Airport. These facilities are shown
on the figure above. These facilities are the workhorses of Florida’s transportation system, carrying more than 99 percent
of all commercial air passengers, virtually all waterborne freight tonnage, almost all rail freight, more than 68 percent of all
truck traffic and 54 percent of total traffic on the State Highway System.
Northwest Florida Regional Airport
Northwest
Florida
Regional
Airport
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Capacities for area roadways are based on the updated FDOT 2007 Quality/Level of Service (Q/LOS) Handbook
Generalized Tables and the local government adopted LOS standard. The FDOT developed the Q/LOS Handbook to be
“used by engineers, planners, and decision-makers in the development and review of roadway users’ quality/level of
service at planning and preliminary engineering levels.” The peak-hour, peak-direction maximum service volumes used in
the existing conditions analysis are based upon the capacities in the FDOT Q/LOS Handbook and are generally
consistent with the TPO’s Transportation CMP. Existing traffic count data (AADT) was converted to peak-hour, peakdirection data using the “K” (planning analysis hour) and “D” (directional distribution) factors also provided by the
forementioned sources. Using these volumes, the existing conditions were analyzed based on the PM peak-hour, peakdirection LOS for roadway segments and are shown on Map 1.5 with deficiencies shown on Map 1.6. For the purposes of
this analysis, a roadway deficiency is defined as a roadway operating worse than the local government adopted LOS
standard. The analysis also identifies the number of roadways operating at LOS “F”, indicating the functional capacity of
the roadway has been exceeded and that it is operating with breakdowns and conflicts in the traffic flow approaching
gridlock type conditions in the PM peak-hour, peak-direction. The extent to which the demand exceeds the capacity at the
adopted standard is measured by a volume to capacity (v/c) ratio. A v/c ratio less than 1 indicates the roadway is
operating better than the LOS standard. A v/c ratio between 1 and 1.15 indicates that the roadway segment is deficient but
could possibly be improved with minor capacity improvements such as realigning/signalizing an intersection or adding turn
lanes. A large v/c ratio greater than 1.15 represents a deficient roadway segment that would likely only be improved to
meet the adopted standard by a major capacity project such as providing new connections or adding additional lanes.
The percentage of roadways approaching capacity (greater than 0.85 v/c) within the study area is 19%. 10% of the study
area roadways are over capacity, including 4% that have a v/c of more than 1.15 and would likely require major capacity
improvements.
The Florida Growth Management Legislation requires that local governments adopt LOS standards for public facilities,
including roadways, to ensure that the additional needed capacity to accommodate the demands of new growth and
development on these facilities is provided concurrently with the anticipated impacts. The intent of Florida’s “concurrency”
legislation is to ensure the provision of adequate public facilities for its existing and future residents and visitors.
Concurrency management strategies or systems are adopted by the local governments to ensure that roadway
improvements are identified and programmed/built in order to maintain adequate transportation service levels.
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In situations where the adopted standard cannot be achieved or maintained, or would be degraded below the acceptable
standard, the local government may not permit additional development that would impact the deficient facility, unless an
improvement to the facility is programmed for construction within the next three years or an alternate LOS or funding plan
is adopted. For roadways on the SIS, the local government may not permit additional development that would degrade
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the adopted LOS standard without having a construction funded improvement or long term strategy to achieve the
adopted standard that has be approved by the state.
Within Florida, growth management law also requires that local governments
track roadway capacity consumed by new or redevelopment that is approved but
not yet built. This is typically implemented through the local governments’
concurrency management system. Available data on these trips was also
obtained from the local governments and the resulting LOS including these
“reserved” trips is shown on Map 1.7. As shown, additional deficiencies caused
by reserved or encumbered trips from the various local government concurrency
management systems occur on Woodbine Road, CR 184A, SR 87, and SR 281
in Santa Rosa County; portions of SR 85 and PJ Adams Parkway in Okaloosa
County; and US 331, US 90, SR 285, US 98 and CR 30A in Walton County.
Table 1.1 briefly summarizes the existing transportation conditions. In addition,
the roadway LOS for 2016 anticipated in the Environmental Impact Study (EIS)
associated with BRAC actions at Eglin AFB associated with the 7th Special
Forces Group A and the Joint Strike Fighter Integrated Joint Training Site were
obtained from the Final EIS and are shown on Map 1.8.
Table 1.1 - Existing Conditions Summary
Table 1.1
Existing Conditions Summary
Total Study Area
# miles v/c > 0.85:
# miles v/c > 1.0:
# miles v/c > 1.15:
162
89
39
%
19%
10%
4%
# miles LOS F:
77
9%
# miles 2L:
# miles 3L:
# miles 4L:
# miles 6L:
532
1
341
12
60%
0%
39%
1%
# miles Rural Undeveloped:
# miles Rural Developed:
# miles Transitioning:
# miles Urbanized:
233
26
292
335
26%
3%
33%
38%
Total Study Area Concurrency
# miles v/c > 0.85:
290
# miles v/c > 1.0:
230
# miles v/c > 1.15:
165
%
33%
26%
19%
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# miles LOS F:
180
21%
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The FY 2009 – 2014 FDOT work program, FY 2010 – 2014 Okaloosa-Walton TPO and Florida-Alabama TPO
Transportation Improvement Programs (TIP), 2007 Mid-Bay Bridge Authority Capital Improvements Plan (CIP), FloridaAlabama TPO 2025 Long Range Transportation Plan, Okaloosa-Walton County TPO 2030 Long Range Transportation
Plan, and Northwest Florida Transportation Corridor Authority (NFTCA) Master Plan were reviewed to identify long and
short term roadway improvements within the region. Improvements scheduled for construction within the first three years
of the FDOT work program, MPO CIP, or Mid-Bay Bridge Authority CIP are considered to be committed or programmed
improvements. Planned improvements are those that are identified as needed and reasonably financially feasible within
the Long Range Transportation Plan, which typically covers at least a 20-year planning horizon. Table 1.2 includes
committed projects reported in the 2009 – 2014 FDOT work program, Florida-Alabama TPO TIP, Okaloosa-Walton TPO
TIP, and the Mid Bay Bridge Authority CIP.
The Long Range Transportation Plan (LRTP) serves as the guide for selection and funding of area transportation projects
over at least a 20 year planning horizon. The transportation system identified by the LRTP study area serves as the
backbone for accommodating travel demand generated by existing development and new growth as envisioned by local
comprehensive plans and considers all modes of transportation including roadways, transit, bicycles and pedestrians.
The Florida-Alabama TPO re-adopted their 2025 Cost Feasible Plan in August 2007 and the Okaloosa-Walton TPO
adopted their 2030 Cost Feasible Plan in August 2007 as well. The projects identified for these plans are included in
Tables 1.3 and 1.4, respectively. Table 1.5 includes long-term projects reported in the 2030 NFTCA Master Plan.
Table 1.6 summarizes the deficient segments identified within the study area. The adopted LOS standard, peak-hour,
peak-direction analysis LOS, and concurrency LOS have been provided in the summary table as well as the planned and
programmed improvements identified for several of those deficiencies. Furthermore, the table has been color-coded to
provide a quick visual for the types of improvements that have been identified on the network. Green signifies
programmed improvements or improvements that have construction funding and are scheduled to occur within the next
three years. Yellow identifies programmed improvements or improvements that have been identified to occur beyond that
planned improvements three year window. It is important to note that while programmed improvements have been
identified within the study area, they might not be fully funded and may not be constructed by the future analysis year of
this growth management plan. Lastly, red signifies roadways that are deficient and have no improvement identified.
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Table 1.2
Committed Projects Summary
Table 1.2 - Committed Projects Summary
Roadway
From
To
SR 281 (Avalon
Blvd)1
Gulf Road
SR 10 (US 90)
SR 281 (Avalon
Blvd)1
N. or CSX RR
Bridge
SR 281 (Avalon
Blvd)1
S. of Moor’s Lodge N. of CSX R/R
Bridge
S. of Commerce
Rd
Fairpoint Drive
SR 872
CR 184
SR 41
SR 189 (Georgia
Ave)
SR 10 (US 90)
S. of Gen. Bond
Blvd.
N. of Oka. Reg.
Airport
SR 85 (John Sims
Pkwy)3
Widen to 4 lanes
Funding
Year
2010
Funding Item
Construction
Constr. Support
SR 30 (US 98)
SR 85 @ SR 1231
Project Description
SR 397
(Government Ave)
Andrew Jackson
Trail
SR 10 (US 90)
SR 85N
Widen to 4 lanes
2010
Construction
Constr. Support
Widen to 4 lanes
2010
Hwy/RR & Utilities
2011
Construction
2010
Environmental
2011
Construction Support
Modify intersection
2009
Construction
Add lanes and
reconstruct
Widen/Resurface
existing lanes
2009
Construction
2011
Construction
Widen to 6 lanes
including interchange
modifications at SR
123 and the Airport
entrance/exit
Add lanes and
reconstruct
Construction Support
2010
Prelim Engineering
Construction
Constr. Support
2009
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Contract Incentives
2010
Construction
Table 1.2 Committed Projects
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Table 1.2 (continued)
Committed Projects Summary
Roadway
SR 83 (US 331)
Mid-Bay Bridge
Connector – Phase 1
SR 20
Mid-Bay Bridge
Mid-Bay Bridge
SR 83 (US 331)
SR 83 (US 331)3
SR 83 (US 331N)2
1
2
3
From
To
New Align Owl’s
Head
Edgewood Circle
Mid-Bay Bridge
County Road
Range Road
New Mid-Bay
Bridge Connector
State Road 285
White Point Road
County Road,
Range Road
SR 285
SF 85
@ Chat Holly
Road Intersection
@ CR 278 Coy Burgess Loop
Intersection
0.5 mi S. of SR 20
Owl's Head Road
Project Description
Widen to 4 lanes
Funding
Year
2009
Funding Item
Prelim Engineering
2010
Construction
2009
Construction
2009
Construction
4 lane limited access
(tolled)
(tolled)
Modify intersection
2011
Construction
2011
Construction
2009
Construction
Add left turn lane(s)
2009
Prelim. Engineering
2010
ROW
2012
Construction
2009
Construction
2009
Environmental
(tolled)
New road
construction
Moved forward to June 2009 letting due to ARRA funding
Project has been completed.
Project has been eliminated due to TRIP funding reduction.
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Table 1.2 Committed Projects
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Table 1.3
Florida-Alabama TPO 2025 Cost Feasible Plan Projects
Table 1.3 – Florida-Alabama TPO 2025 Cost Feasible Plan Projects
Major Capacity Projects (State and Federal Funds)
Project Name
From
To
Improvement
Box $1,500,000 Annually for Corridor
Management Plan Improvements
Box $150,000 Annually for Public Transportation
Operational Improvements
Box $150,000 Annually for Corridor Management
Plan/Studies
Box $300,000 Annually for Bicycle/Pedestrian
Projects
Box $300,000 for Coordinated Traffic Signal
Operations
Avalon Boulevard1
N/A
I-10
North of CSX Railroad
4 lanes
Avalon Boulevard1
North of CSX Railorad
US 90
4 lanes
US 90
Airport
SR 87S
4 lanes
Burgess Road Realignment
US 29
Creighton
4 lanes
Nine Mile Road
Pine Forest Road
US 29
4 lanes
N/A
N/A
N/A
N/A
ITS Master Plan Projects
Major Capacity Projects (Strategic Intermodal System Funds)
Project Name
From
SR 87
Five Forks Road
To
Eglin AFB Boundary
I-110/Airport Blvd. Interchange4
Improvement
4 lanes
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I-10
Davis Highway
Scenic Highway
I-10
E. of Escambia Bay Bridge Avalon Boulevard
6 lanes
US 29
I-10
6 lanes
Nine Mile Road
6 lanes
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Table 1.3 Florida-Alabama TPO 2025 Cost Feasible Plan Projects
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Roadway Capacity Projects (Santa Rosa Island Authority Funds)
Project Name
From
Via DeLuna Drive2
Fort Picken Road
To
Avenida 23
Roadway Capacity Projects (Local or Alternative Funded Projects)
Project Name
From
Improvement
4 lanes
To
Improvement
SR 173 (Blue Angel Parkway)
Sorrento Road
US 98
4 lanes
SR 292 (Perdido Key Dr.)*
Alabama Line
S. end of ICWW Bridge
4 lanes
SR 292 (Sorrento Road)
S. end of ICWW Bridge
N. end of ICWW Bridge
4 lanes
SR 292 (Sorrento Road)*
N. end of ICWW Bridge
Blue Angel Parkway
4 lanes
Woodbine Road**
US 90
Five Points Intersection
4 lanes
CR 1868 (Pinestead Longleaf Connector.)
US 29
Pine Forest Road
4 lanes
Interstate Connector
I-10
I-65
4 lanes
New Pensacola Bay Bridge
Pensacola
Gulf Breeze
4 lanes
New Beltway
Mobile Highway
US 29
4 lanes
New Beltway
US 29
Escambia County Line
4 lanes
New Beltway
Santa Rosa County Line
SR 87N
4 lanes
New Beltway
SR 87N
SR87S/US 90 Intersection
4 lanes
To
Improvement
Project Name
From
Olive Road
Old Palafox
Davis Highway
Olive Road
Davis Highway
US 90 (Scenic Highway)
Corridor/Cong.
Management Proj
Corridor/Cong.
Management Proj
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Roadway Capacity Projects (Local or Alternative Funded Projects)
Project Name
From
To
Improvement
US 90
SR 89 (Dogwood Road)
Airport Road
Navy Boulevard
Nine Mile Road
SR 292 (Gulf Beach
Highway)
I-10
SR 295 (New Warrington
Rd)
Pine Forest Road
Fairfield Drive
Lillian Highway
Mobile Highway
Bauer Road
Sorrento Road
US 98
N/A
Gulf Beach Highway/Sorrento Road
Blue Angel Parkway
Navy Boulevard
N/A
Fairfield Drive
Mobile Highway
9th Avenue
N/A
1
2
4
*
**
Corridor/Cong.
Management Proj
Operational
Improvements
Operational
Improvements
N/A
Project will be completed June 2009.
Escambia County has concerns with the Right-of-Way Costs.
Includes Five Points Intersection Improvement
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Table 1.4
Okaloosa-Walton TPO 2030 Cost Feasible Plan Projects
Table 1.4 – Okaloosa-Walton TPO 2030 Cost Feasible Plan Projects
Roadway Capacity Projects (State and Federal Funds)
Project Name
From
To
Improvement
Box $300,000 Annually for Operations and
Maintenance of Areawide Traffic Signal System
Box $300,000 Annually for Traffic Signal
Synchronization System Enhancements
Box $400,000 Annually for Transit System
Enhancements
Box $750,000 Annually for CMS/Other Capacity
Improvement Projects
Box $550,000 Annually for Projects to Implement
existing Corridor Management Plans
Box $300,000 Annually for Bicycle/Pedestrian
Projects
Destin Collector
Stahlman Drive
Airport Rd @ US 98
Destin Collector/Legion (Realign Existing)
Beach Dr
Benning Drive
3 lanes
Destin Collector/Azalea (Realign Existing)
Benning Dr
Stahlman Drive
4 lanes
US 331
N. End of Choctawatchee Bay
Bridge
SR 20
SR 20
4 lanes
US 331
4 lanes
Freeport Bypass
N/A
N/A
N/A
N/A
N/A
N/A
N/A
ITS Projects
N/A
Corridor Management Plans
N/A
Transit System Expansion
N/A
Roadway Capacity Projects (SIS Projects)
Project Name
SR 85S1
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From
General Bond Boulevard
To
SR 123 (includes
Interchange)
Improvement
6 lanes
Table 1.4 Okaloosa-Walton TPO 2030 Cost Feasible Plan Projects
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Roadway Capacity Projects (SIS Projects)
Project Name
From
SR 85S1
Airport
US 331
US 98
US 3315
SR 1236
N. End of Choctawatchee Bay
Bridge
SR 85S
US 986
Airport Road
US 986
Danny Weurffel Way (SR 293)
US 331
S. End Choctawatchee Bridge
Trip Funded Projects
Project Name
To
Improvement
Grade Separated
Interchange
S. End of Choctawatchee
Bay Bridge
SR 20
4 lanes
SR 85N
4 lanes
Danny Weurffel Way
(SR 293)
CR 30A
6 lanes
N. End Choctawatchee
Bridge
From
To
N/A
4 lanes
6 lanes
4 lanes
Improvement
Destin Collector (Airport Road)6
US 98
Main Street
4 lanes
Destin Collector (Commons Extension)
Airport Road
Two Trees Road
4 lanes
Destin Collector (Legion Drive)
Main Street
Beach Drive
3 lanes
Roadway Capacity Projects (Potential Tolls Projects)
Project Name
From
To
Improvement
Mid-Bay Bridge Expansion (2013)
Bridge N. Approach
Bridge S. Approach
4 lanes
SR 20 (2009)
White Point Road
Mid-Bay Bridge Connector
4 lanes
Mid-Bay Bridge Connector - Phase 1 (2010)
Bridge N. Approach
County Road/Range Road
4 lanes
County Road/Range Road
SR 285
4 lanes
Page 1.14
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Roadway Capacity Projects (Potential Tolls Projects)
Project Name
From
SR 285
Project Name
To
SR 85
From
Improvement
4 lanes
To
Improvement
Interstate Connector
I-10
I-65
4 lanes
NWTCA Project 18 Navarre Bypass
SR 87
4 lanes
NWTCA Project 24 Fort Walton Beach/Niceville
Bypass
NWTCA Project 33 Niceville-Freeport Connector
Navarre Bypass
Fort Walton
Beach/Niceville Bypass
Mid Bay Bridge Extension
Mid Bay Bridge Extension
US 331/Freeport
4 lanes
NWTCA Project 40 Freeport West Bay Connector
US 331/Freeport
SR 77
4 lanes
Addendum (Defense Access Projects)
Project Name
From
To
US 98 (SR 30) @ Hurlburt Field Gate
4 lanes
Improvement
N/A
Addendum (Potential Trip Projects)
Project Name
From
To
Improvement
PJ Adams Parkway/Antioch Road
SR 85
US 90
US 331 (SR 83)
Rockhill Road
Freeport HS
CMS
US 331 (SR 83)
N Indian Creek Ranch Rd
Forest Oak Rd
CMS
CR 3280/SR 20/SR 81
1
2
5
6
4 lanes
Interchange
ROW purchasing underway.
PD&E on-goi
Page 1.15
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Table 1.5
Northwest Florida Transportation Corridor Authority Master Plan 2030 Recommended Projects
Table 1.5 – Northwest Florida Transportation Corridor Authority Master Plan 2030 Recommended Projects
Roadway
From
To
Improvement
SR 30 (US 98)
Alabama State Line
Bauer Road
Widen to 4 lanes
SR 30 (US 98)
Bauer Road
Blue Angel Pkwy
Widen to 4 lanes
Blue Angel Pkwy
US 98
Pine Forest Road
Widen to 4 lanes
North Pensacola Beltway
US 90 near Alabama State Line
US 90/SR87/I-10
New Pensacola Bay Bridge
Pensacola Airport
Avalon Blvd
New 4 lane
limited access
New 4 lane bridge
SR 30 (US 98)
Garcon Point
SR 87
Garcon Point Bridge
US 98
SR 281
Navarre Bypass
N. of New Pensacola Bay
Bridge
SR 87
New Pensacola Bay
Bridge
RR Crossing s/o Bagdad
SR 87
North of existing 4 lanes
South of existing 4 lanes
US 98/Brooks Bridge
E Downtown FWB
E of Santa Rosa Blvd
FWB/Niceville Bypass
Navarre Bypass
Mid-Bay Bridge Extension
SR 30 (US 98)
Kel-Wen Cir
CR 2378 (Old US 98)
Widen to 6 lane
bridge
New 4 lane
limited access
Widen to 6 lanes
Mid-Bay Bridge
South end of Mid-Bay Bridge
Widen to 4 lanes
FWB/Niceville Bypass
Widen to 6
lanes/interchange
s
Widen to 4 lanes
Widen to 4 lanes
New 4 lane
limited access
Widen to 4 lanes
Page 1.16
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North end of Mid-Bay Bridge
North of SR 20
SR 85
CR 123
I-10
New 4 lane
limited access
Widen to 6 lanes
I-10/US 90 Connector
I-10
US 90
New 4 lane
Table 1.5 NW Florida Transportation Corridor Authority Master Plan 2030 Projects
T r i - C o u n t y
G r o w t h
M a n a g e m e n t
P l a n
O k a l o o s a
–
S a n t a
R o s a
-
W a l t o n
Northwest Florida Transportation Corridor Authority Master Plan 2030 Recommended Projects
Roadway
CR 393
From
US 90
To
SR 85
Improvement
Widen to 4 lanes
Niceville-Freeport Connector
US 331/Freeport
US 331
South of I-10
SR 20
South end of Choctawhatchee
Bay
US 331N (Freeport)
West Bay Bypass
US 98/CR 30A Connector
Freeport-West Bay Connector
US 331/Freeport
Freeport-West Bay
Connector
SR 77
SR 30 (US 98)
West of Thomas Drive
East of Thomas Drive
SR 30 (US 98)
West of 23rd Street
East of 23rd Street
New 4 lane
limited access
Widen to 4 lanes
(including bridge)
Operational
Improvements
New 4 lane
limited access
New 4 lane
limited access
Complete
Interchange
New Interchange
US 98-Gulf Coast Pkwy Conn
US 98
Gulf Coast Pkwy
R 2321
US 231
SR 77
Gulf Coast Pkwy
US 98/Mexico Beach
US 231
Gulf-Bay Pkwy
US 98/Mexico Beach
US 98/W of Port St. Joe
SR 30 (US 98)
Gulf-Bay Parkway
Port St. Joe
US 98 Relocation
Magnolia Bluffs
US 319
Widen to 4
lane/bridge
New 2 lane road
US 319
US 98 (St. Teresa)
US 98 (Medart)
Widen to 4 lanes
US 319
US 98 (Medart)
Oak Ridge Road
Widen to 4 lanes
Woodville Hwy
SR 267
US 319 (Capital Circle)
Widen to 4 lanes
SR 61/SR 267 Connector
SR 61
SR 267
New 2 lane
arterial
US 331 Extension
New 2 lane
arterial road
Widen to 4 lanes
New 4 lane
arterial road
4 lane arterial
Table 1.5 NW Florida Transportation Corridor Authority Master Plan 2030 Projects
Page 1.17
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Table 1.6
Summary of Deficient Roadways within the Study Area
Table 1.6 – Summary of Deficient Roadways within the Study Area
Roadway
Common Name
Santa Rosa County
SR10
US 90
From
To
LOS
(Std)
2007
LOS
Conc.
LOS
Escambia County Line
East Spenserfield
D
F
F
Planned
Improvements
SR10
US 90
East Spencerfield
SR281
D
C
F
SR10
US 90
SR281
SR87
D
F
F
SR10
US 90
SR87
Airport Rd
D
F
F
Widen to 4 lanes
SR30
US 98
Fairpoint Drive
SR399
D
F
F
Modify intersection at
Fairpoint and Andrew
Jackson Trail
SR30
US 98
SR399
East End of Naval Oaks
D
F
F
SR30
US 98
East End of Naval Oaks
CR191B
D
F
F
SR30
US 98
Edgewood Drive
Belle Meade Circle
D
F
F
SR87N
Stewart St
SR10
SR89
D
B
F
SR281
Avalon Boulevard
US90
Mulat Rd
D
F
F
SR281
Avalon Boulevard
Mulat Rd
SR8 (I-10)
D
F
F
SR281
Avalon Boulevard
I-10
CR191
D
D
F
CR184A
Berry Hill Rd
CR197
SR89
D
D
F
CR197A
Woodbine Road
US90
CR197
D
E
F
Widen to 4 lanes
SR 189
US 90
C
D
D
Widen/resurface
existing lanes
Okaloosa County
SR 4
SR 4
Widen to 6 lanes.
Add lanes and
reconstruction from
US 90 to n/o CSX
RR bridge
Widen to 4 lanes
from n/o CSX RR to
I-10
Page 1.18
Table 1.6 Summary of Deficient Roadways within the Study Area
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Summary of Deficient Roadways with the Study Area
Roadway
Common Name
From
To
LOS
(Std)
2007
LOS
Conc.
LOS
Planned
Improvements
SR 20
SR 20
SR 285
Rocky Bayou Bridge
D
F
F
SR 20
SR 20
Rocky Bayou Bridge
White Point Road
D
F
F
SR 30
US 98
Santa Rosa County Line
Hurlburt Field Gate
D
F
F
SR 30
US 98
Hurlburt Field Gate
Mary Esther Boulevard
D
F
F
SR 30
US 98
Eastern Leg SR 85
D
F
F
SR 30
US 98
East Pass Bridge
Military Bound. Okaloosa
Island
Gulf Shore Drive
D
F
F
SR 30
US 98
Gulf Shore Drive
Scenic Hwy 98
D
F
F
Widen to 6 lanes.
SR30
US98
Scenic Hwy 98
Matthew Blvd
D
F
F
Widen to 6 lanes.
SR 30
US 98
Scenic Hwy 98
Matthew Blvd
D
F
F
SR 85
SR 85
1st Street
Racetrack Road
D
D
SR 85
SR 85
Racetrack Road
12th Avenue
D
D
SR 85
John Sims Parkway
Government Ave.
SR 85N
Constr
ained
Constr
ained
D
F
F
SR 85
SR 85
College Boulevard
SR 123
C
B
B
SR 85N
SR 85N
Antioch Road
I-10
C
F
F
SR 85N
SR 85N
I-10
US 90
C
F
F
SR 85N
SR 85N
US 90
Old Bethel Road
C
D
F
SR 85N
SR 85N
Old Bethel Road
MPA Boundary
C
B
F
Widen to 4 lanes.
Add lanes and
reconstruct
Page 1.19
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Roadway
Common Name
From
To
LOS
(Std)
SR 123
SR 123
SR 85
SR 85N
C
D
D
SR 188
Racetrack Road
Beal Parkway
SR 85
D
F
F
SR 189
Beal Parkway
Mary Esther Boulevard
Racetrack Road
D
F
F
SR 189
Lewis Turner Blvd
Racetrack Road
Mooney Road
D
F
F
SR 293
SR 293
Mid Bay Bridge S. Approach
SR 20
D
F
F
SR 393
Anchors Street
Beal Parkway
D
F
F
CR20
Mary Esther
Boulevard
Hill Avenue
Hollywood Boulevard
Lovejoy Road
D
F
F
CR 188
Airport Road
SR 85
John Givens Road
C
B
D
CR4 (Antioch Rd)
SR85 (S. Ferdon Blvd)
C
D
F
Okaloosa County Line
SR 285
C
B
D
P.J.
P.J. Adams Pkwy
Adams
Pkwy
Walton County
SR 10
US 90
2007
LOS
Conc.
LOS
Planned
Improvements
Widen to 4 lanes
SR 10
US 90
SR 285
SR 187
C
C
F
SR 20
SR 20
US 331N
US 331S
C
D
F
SR 30
US 98
Old US 98
C
F
F
SR 30
US 98
Old US 98
Mack Bayou Rd
C
C
F
SR 30
US 98
Mack Bayou Rd
CR 30A
C
C
F
SR 30
US 98
CR 30A
FHWA Boundary
C
B
E
Widen to 6 lanes.
SR 30
US 98
FHWA Boundary
CR 393
C
C
F
Widen to 6 lanes.
SR 30
US 98
CR 393
US 331
C
B
F
Widen to 6 lanes.
Page 1.20
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Roadway
Common Name
From
To
LOS
(Std)
2007
LOS
Conc.
LOS
Planned
Improvements
SR 30
US 98
US 331
CR 395
C
B
F
Widen to 6 lanes.
SR 30
US 98
CR 395
C
A
D
Widen to 6 lanes.
SR 30
US 98
C
B
F
Widen to 6 lanes.
SR 83
US 331
Bay Co. Urbanized
Boundary
SR 30 (US 98)
Bay Co. Urbanized
Boundary
Bay County Line
C
C
F
SR 83
US 331
C
C
F
Add lanes and
reconstruct.
Widen to 4 lanes.
SR 83
US 331
N. End Choctawatchee Bay
Bridge
SR 20
N. End Choctawatchee
Bay Bridge
SR 20
Freeport City Limit
C
C
D
SR 187
US 331N
MPA Boundary
CR 2A
B
B
C
SR 187
US 331N
CR 2A
Alabama State Line
B
B
C
SR 285
SR 285
US 90
C
B
E
CR 30A
CR 30A
CR 395
US 98
D
C
F
CR 393
CR 393
MPA Boundary
US 98
C
C
D
CR 395
CR 395
MPA Boundary
US 98
C
C
D
Page 1.21
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The Fort Walton Beach Urbanized Area Bicycle & Pedestrian Plan (BPP) was adopted on January 17, 2002. The purpose
of this plan is to provide transportation choices by integrating bicycle and pedestrian facilities in transportation planning
activities, and to encourage and implement complete streets. “Complete streets” are streets that accommodate all modes
of travel and provide choices to the people that live, work, and travel on them. A network of complete streets improves the
safety, convenience, efficiency, and accessibility of the transportation system for all users. Pedestrians and bicyclists feel
more comfortable using complete streets.
As part of the BPP, a community-defined vision was established through citizen and agency participation in an intensive
multi-day charrette. The vision and issues identified by the community were used to drive the evaluation and prioritization
process for the BPP. The BPP also included an evaluation of existing bicycle and pedestrian conditions and policies,
review and analysis of crash data, and development of an implementation plan. The BPP identified 174 bicycle and
pedestrian projects as needed within the TPO area including bike lanes, sidewalks, improved pedestrian crossings (both
at intersections and mid-block locations), multi-use trails and signed bike routes.
For the Florida-Alabama TPO area, including Santa Rosa County, the Bicycle and Pedestrian Plan was adopted in
December 2005. The purpose and concepts of this plan are the same as those discussed for the Fort Walton Beach
Urbanized Area Bicycle and Pedestrian Plan. The plan identified 164 needed bicycle and pedestrian projects within the
TPO area. The Bicycle and Pedestrian Plan also contained a number of example model projects, a “technical toolbox” of
design guidelines and policy recommendations for the TPO and local governments to use in order to ensure that bicycle
and pedestrian facilities are included in future projects. The 2025 Florida-Alabama Cost Feasible Plan includes funding
for bicycle and pedestrian projects at $300,000 per year form 2011 to 2025, an increase over the current funding amount
of $275,000 per year.
Page 1.22
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The Okaloosa County Transit Development Plan
(TDP) was finalized in October 2006. The TDP
included an evaluation of existing transit and
transportation disadvantaged (TD) operations
including on board surveys and interviews with
community leaders, evaluation of existing goals and
initiatives and recommended additions/revisions,
peer reviews, future demand estimations and
needs/opportunities, and a recommended 10 year
capital and operating budget. There is no fixed route
transit currently serving Santa Rosa County or
Walton County at this time. Although Escambia
County is not part of the Tri-County study area, it is
served by the Escambia County Area Transit
(ECAT). Future opportunities for the existing
systems could include service into the adjoining
counties.
Page 1.23
Prepared by
87°10'0"W
87°0'0"W
86°50'0"W
P l a n
O k a l o o s a
86°40'0"W
86°30'0"W
-
ALABAMA
0
15
S a n t a
86°20'0"W
Laurel
Hill
Paxton
4 ,2
8
1,20 0
0
Eglin Air
Force Base
So und
Roadway Network
Railroad Network
2,900
Military Airfield / NOLF
30°40'0"N
Regional Airport
Seaport
6,00 0
14 ,
5
73
11,250
38,317 42,659
14,625
Mary 35,167
Esther
44,500
County Boundary
30°30'0"N
* Roadway data is reported for those roadways
functionally classified as collector or higher, that
are contained in the respective TPO’s
transportation model. Local roadways, or
roadways not included in the transportation model,
are not included in these calculations.
00
Destin
50,2 5 55,000
0
State Boundary
4,60 0
,0
12
Choctawhatchee
Bay
Fort Walton
Beach
Walton
County
Freeport
5,30 0
20,0 00
Hurlburt
Field
40,250
Water Body
5,000
Niceville
Northwest Florida
Regional Airport
37,833
City Limits
Eglin Air
Force Base
48 ,281
45,000
Data Sources:
Ebro
28,000
0
10
6,
0
,70
18
os a
Santa R
18,7 00
8,00 0
> 40,000
Ponce
De Leon
Military Facility
42,7 50
28,500
35,0 00
30,001 - 40,000
19,7 99
29,000
Holley
NOLF 36,750
Defuniak
Springs
5,950
16,
80
0
7,800
Santa Rosa
NOLF
Valaparaiso
0
15
7,
19
,3
51
8,200
2,00
0
5,2
00 6,100
4,
20
0
14,8 50 9,80 0
17,800
6,60 0
00
00
25
5,580 0
5,800
16,0 00
18,9 00
7 , 750
Mossy
Head
Westville
3 3 ,5
36,
7 50
6, 60 0
9, 300
6
44,1 67
,5
10,001 - 20,000
Duke Field
18,700
77
51,0
30°20'0"N
Gulf
Breeze
Choctaw
NOLF
East Bay
Pensacola
Port of
Pensacola
4,000
00
Pensacola
Bay
50
67
,1
29
43, 000
Pensacola
Regional Airport
9
7,
30°30'0"N
,
3
Escambia
County
33
5
00
,0
29,0 00
14
0
,5 0
23
7,90 0
,
6,
10
Milton
1 46
23,
00
45,0 00
2,30 0
80
11,500
642
14,
184
22,7 92
5,001 - 10,000
20,001 - 30,000
6, 300
Crestview
Harold NOLF 2,12 1
Whiting
Field
14,2 0
0
< 5,000
3,1 97
5,000 5,900
3,354
9,327 1
Legend
Existing AADT*
30°50'0"N
7,
30°40'0"N
Holmes
County
00
4,2
Okaloosa
County
4,425
7,7
00
29
2,5
3
1,750
191
5,700
31°0'0"N
1,50 0
94
Santa Rosa
County
1
2,40
197
86°0'0"W
36
33
2,4
1, 5
W a l t o n
4,5
2,7
00
4,300
00
2,3
1, 594
-
86°10'0"W
FLORIDA
7 00
30°50'0"N
R o s a
18,050
Jay
1,
Century
3,
M a n a g e m e n t
13,10
0
31°0'0"N
G r o w t h
1,00 0
T r i - C o u n t y
24,500
18,9
Traffic Volumes: Okaloosa-Walton TPO and
Florida-Alabama TPO Congestion
Management Reports
GIS Base Data: Florida Geographic Data Library
Washington
County
50
Page 1.24
6, 000
9,9
00
Gulf
of
30°20'0"N
50
,8
14
30A
Prepared by:
Mexico
Panama City
Beach
87°10'0"W
87°0'0"W
86°50'0"W
86°40'0"W
86°30'0"W
86°20'0"W
86°10'0"W
86°0'0"W
Map 1.1: Existing (Year 2007) Annual Average Daily Traffic
0
2
4
Miles
8
T r i - C o u n t y
31°0'0"N
87°10'0"W
G r o w t h
M a n a g e m e n t
87°0'0"W
86°50'0"W
P l a n
O k a l o o s a
86°40'0"W
86°30'0"W
-
ALABAMA
Century
S a n t a
86°20'0"W
R o s a
-
W a l t o n
86°10'0"W
86°0'0"W
31°0'0"N
FLORIDA
Jay
Laurel
Hill
Santa Rosa
County
30°50'0"N
197
Paxton
Holmes
County
Okaloosa
County
Legend
Existing Number of Lanes*
2 Lanes
30°50'0"N
3 Lanes
4 Lanes
6 Lanes
Westville
191
Whiting
Field
30°40'0"N
Crestview
Defuniak
Springs
Mossy
Head
Roadway Network
Railroad Network
Ponce
De Leon
Military Facility
Harold NOLF
Regional Airport
184
Duke Field
Seaport
30°40'0"N
City Limits
Milton
Santa Rosa
NOLF
Water Body
State Boundary
Eglin Air
Force Base
Escambia
County
30°30'0"N
Valaparaiso
East Bay
Gulf
Breeze
Hurlburt
Field
Fort Walton
Beach
Santa
Mary
Esther
und
Rosa So
Freeport
2
532
3
1
60%
0%
4
341
39%
6
12
1%
30°30'0"N
Northwest Florida
Regional Airport
Holley NOLF
Port of
Pensacola
# of Lanes Total Miles Percentage
Niceville
Pensacola
Regional Airport
Pensacola
Walton
County
Eglin Air
Force Base
Choctaw
NOLF
Pensacola
Bay
County Boundary
Choctawhatchee
Bay
Ebro
Destin
Data Sources:
Washington
County
Number of Lanes: Okaloosa-Walton TPO and
Florida-Alabama TPO Congestion
Management Reports
Page 1.25
30°20'0"N
30°20'0"N
30A
Gulf
of
Prepared by:
Mexico
Panama City
Beach
87°10'0"W
87°0'0"W
86°50'0"W
86°40'0"W
86°30'0"W
86°20'0"W
86°10'0"W
86°0'0"W
Map 1.2: Existing (Year 2007) Number of Lanes
0
2
4
Miles
8
T r i - C o u n t y
31°0'0"N
87°10'0"W
G r o w t h
M a n a g e m e n t
87°0'0"W
86°50'0"W
P l a n
O k a l o o s a
86°40'0"W
86°30'0"W
-
ALABAMA
Century
S a n t a
86°20'0"W
R o s a
-
W a l t o n
86°10'0"W
86°0'0"W
31°0'0"N
FLORIDA
Jay
Laurel
Hill
Santa Rosa
County
30°50'0"N
197
Paxton
Holmes
County
Okaloosa
County
191
Legend
Existing Area Type*
30°50'0"N
Rural Undevloped
Rural Developed
Transitioning
Urbanized
Westville
Crestview
Whiting
Field
191
30°40'0"N
Defuniak
Springs
Mossy
Head
Roadway Network
Railroad Network
Ponce
De Leon
Military Facility
Harold NOLF
184
Regional Airport
Duke Field
Seaport
30°40'0"N
City Limits
Milton
Santa Rosa
NOLF
Water Body
State Boundary
Eglin Air
Force Base
Escambia
County
30°30'0"N
Valaparaiso
East Bay
Gulf
Breeze
os a
Santa R
Hurlburt
Field
Total Miles Percentage
233
Rural Developed
26
26%
3%
Transitioning
292
33%
Urbanized
335
38%
30°30'0"N
Choctawhatchee
Bay
Fort Walton
Beach
Mary
Esther
So und
Freeport
Northwest Florida
Regional Airport
Holley NOLF
Port of
Pensacola
Area Type
Rural Undeveloped
Niceville
Pensacola
Regional Airport
Pensacola
Walton
County
Eglin Air
Force Base
Choctaw
NOLF
Pensacola
Bay
County Boundary
Ebro
Destin
Data Sources:
Washington
County
Okaloosa-Walton TPO and Florida-Alabama TPO
Congestion Management Reports
Page 1.26
30°20'0"N
30°20'0"N
30A
Gulf
of
Prepared by:
Mexico
Panama City
Beach
87°10'0"W
87°0'0"W
86°50'0"W
86°40'0"W
86°30'0"W
86°20'0"W
86°10'0"W
86°0'0"W
Map 1.3: Existing (Year 2007) Area Type
0
2
4
Miles
8
T r i - C o u n t y
31°0'0"N
87°10'0"W
G r o w t h
M a n a g e m e n t
87°0'0"W
86°50'0"W
P l a n
O k a l o o s a
86°40'0"W
86°30'0"W
-
ALABAMA
Century
S a n t a
86°20'0"W
R o s a
-
W a l t o n
86°10'0"W
86°0'0"W
31°0'0"N
FLORIDA
Jay
Laurel
Hill
Santa Rosa
County
30°50'0"N
197
Paxton
Holmes
County
Okaloosa
County
Legend
Adopted Level of Service Standards*
30°50'0"N
B
C
D**
E
Westville
191
Whiting
Field
30°40'0"N
Crestview
Defuniak
Springs
Mossy
Head
Roadway Network
Railroad Network
Ponce
De Leon
Military Facility
Harold NOLF
184
Regional Airport
Duke Field
Seaport
30°40'0"N
City Limits
Milton
Santa Rosa
NOLF
Water Body
State Boundary
Eglin Air
Force Base
Escambia
County
30°30'0"N
Niceville
Pensacola
Regional Airport
Pensacola
Valaparaiso
Gulf
Breeze
Freeport
30°30'0"N
** SR 85 constrained from SR 189 to Monahan Dr;
Avalon Boulevard from from US 90 to I-10 is
backlogged
Data Sources:
East Bay
Northwest Florida
Regional Airport
Hurlburt
Field
Fort Walton
Beach
Holley NOLF
Port of
Pensacola
Walton
County
Eglin Air
Force Base
Choctaw
NOLF
Pensacola
Bay
County Boundary
os a
Santa R
Mary
Esther
So und
LOS : Local adopted comprehensive plans where
the local government has not adopted a LOS
standard; the standard used by the TPO's
Congestion Management system was used
Choctawhatchee
Bay
Ebro
Destin
Washington
County
Page 1.27
30°20'0"N
30°20'0"N
30A
Gulf
of
Prepared by:
Mexico
Panama City
Beach
87°10'0"W
87°0'0"W
86°50'0"W
86°40'0"W
86°30'0"W
86°20'0"W
86°10'0"W
86°0'0"W
Map 1.4: Adopted Level of Service Standards
0
2
4
Miles
8
31°0'0"N
87°10'0"W
87°0'0"W
86°50'0"W
86°40'0"W
86°30'0"W
ALABAMA
Century
86°20'0"W
86°10'0"W
86°0'0"W
31°0'0"N
FLORIDA
Jay
Laurel
Hill
Santa Rosa
County
30°50'0"N
197
Paxton
Holmes
County
Okaloosa
County
191
Legend
Existing Peak Hour Peak Direction
Level of Service*
30°50'0"N
A
B
C
D
Westville
Crestview
Whiting
Field
191
30°40'0"N
E
Defuniak
Springs
Mossy
Head
Ponce
De Leon
Roadway Network
Harold NOLF
Railroad Network
184
Military Facility
Duke Field
30°40'0"N
Santa Rosa
NOLF
Seaport
City Limits
Eglin Air
Force Base
Escambia
County
Gulf
Breeze
State Boundary
County Boundary
LOS
East Bay
Fort Walton
Beach
Santa
Mary
Esther
und
Rosa So
Freeport
77
9%
30°30'0"N
Northwest Florida
Regional Airport
Hurlburt
Field
F
Valaparaiso
Holley NOLF
Port of
Pensacola
Walton
County
Niceville
Pensacola
Regional Airport
Pensacola
Water Body
Eglin Air
Force Base
Choctaw
NOLF
Pensacola
Bay
Regional Airport
Milton
30°30'0"N
F
Choctawhatchee
Bay
Ebro
Destin
Washington
County
Data Sources:
LOS: Comprehensive Plan
Page 1.28
30°20'0"N
30°20'0"N
30A
Gulf
of
Prepared by:
Mexico
Panama City
Beach
87°10'0"W
87°0'0"W
86°50'0"W
86°40'0"W
86°30'0"W
86°20'0"W
86°10'0"W
86°0'0"W
Map 1.5: Existing (Year 2007) Level of Service
0
2
4
Miles
8
T r i - C o u n t y
31°0'0"N
87°10'0"W
G r o w t h
M a n a g e m e n t
87°0'0"W
86°50'0"W
P l a n
O k a l o o s a
86°40'0"W
86°30'0"W
-
ALABAMA
Century
S a n t a
86°20'0"W
R o s a
-
W a l t o n
86°10'0"W
86°0'0"W
31°0'0"N
FLORIDA
Jay
Laurel
Hill
Santa Rosa
County
30°50'0"N
197
Paxton
Holmes
County
Okaloosa
County
191
30°50'0"N
Legend
Existing Peak Hour Peak Direction
Deficiencies*
Segment over Capacity @
LOS Standard
(Volume/Capacity Ratio >1)
Segment below Capacity @
LOS Standard
(Volume/Capacity Ratio <1)
Westville
Crestview
Whiting
Field
191
30°40'0"N
Roadway Network
Defuniak
Springs
Mossy
Head
Ponce
De Leon
Railroad Network
Military Facility
Harold NOLF
184
Regional Airport
Duke Field
Milton
30°40'0"N
City Limits
Santa Rosa
NOLF
Water Body
Eglin Air
Force Base
Escambia
County
30°30'0"N
Valaparaiso
Gulf
Breeze
East Bay
os a
Santa R
V/C Ratio
Hurlburt
Field
Fort Walton
Beach
Mary
Esther
So und
Freeport
> 0.85
162
19%
> 1.00
89
10%
> 1.15
39
4%
30°30'0"N
* Roadway data is reported for the peak hour
direction on those roadways functionally classified
as collector or higher, that are contained in the
respective TPO’s transportation model. Local
roadways, or roadways not included in the
transportation model, are not included in these
calculations.
Northwest Florida
Regional Airport
Holley NOLF
Port of
Pensacola
County Boundary
Walton
County
Niceville
Pensacola
Regional Airport
Pensacola
State Boundary
Eglin Air
Force Base
Choctaw
NOLF
Pensacola
Bay
Seaport
Choctawhatchee
Bay
Ebro
Destin
Washington
County
Data Sources:
V/C: Calculation based on capacities at adopted
LOS from the FDOT Q/LOS Handbook and
the volumes from the CMR’s
Page 1.29
30°20'0"N
30°20'0"N
30A
Gulf
of
Prepared by:
Mexico
Panama City
Beach
87°10'0"W
87°0'0"W
86°50'0"W
86°40'0"W
86°30'0"W
86°20'0"W
86°10'0"W
86°0'0"W
Map 1.6: Existing (Year 2007) Network Deficiencies
0
2
4
Miles
8
T r i - C o u n t y
87°10'0"W
G r o w t h
87°0'0"W
86°50'0"W
Santa Rosa
County
30°50'0"N
197
M a n a g e m e n t
P l a n
86°40'0"W
O k a l o o s a
Laurel
Hill
86°30'0"W
-
S a n t a
R o s a
-
W a l t o n
Paxton
86°20'0"W
86°10'0"W
86°0'0"W
Holmes
County
Okaloosa
County
191
85°50'0"W
30°50'0"N
Legend
Westville
Crestview
Whiting
Field
191
30°40'0"N
Defuniak
Springs
Mossy
Head
Ponce
De Leon
Harold NOLF
184
Railroad Network
Duke Field
30°40'0"N
Santa Rosa
NOLF
Regional Airport
Seaport
Eglin Air
Force Base
Escambia
County
Gulf
Breeze
Water Body
State Boundary
County Boundary
Valaparaiso
East Bay
Hurlburt
Field
30°30'0"N
> 0.85
290
33%
> 1.00
230
26%
> 1.15
165
19%
LOS
F
Fort Walton
Beach
Mary
Esther
nd
osa So u
Santa R
V/C Ratio
Freeport
Northwest Florida
Regional Airport
Holley NOLF
Port of
Pensacola
Walton
County
Niceville
Pensacola
Regional Airport
Pensacola
City Limits
Eglin Air
Force Base
Choctaw
NOLF
Pensacola
Bay
Military Facility
Milton
30°30'0"N
Concurrency*
Segment over Capacity @
LOS Standard
(Volume/Capacity Ratio >1)
Segment below Capacity @
LOS Standard
(Volume/Capacity Ratio <1
or not monitored)
Roadway Network
Choctawhatchee
Bay
Ebro
Destin
Washington
County
180
21%
* Roadway data is reported for the peak hour
direction on those roadways functionally classified
as collector or higher, that are contained in the
respective TPO’s transportation model. Local
roadways, or roadways not included in the
transportation model, are not included in these
calculations.
30°20'0"N
30°20'0"N
30A
Data Sources:
V/C: Calculation based on capacities at adopted
LOS from the FDOT Q/LOS Handbook and
the volumes from the CMR’s
Page 1.30
Gulf
of
Mexico
Prepared by:
Panama City
Beach
30°10'0"N
30°10'0"N
87°10'0"W
87°0'0"W
86°50'0"W
86°40'0"W
86°30'0"W
86°20'0"W
86°10'0"W
86°0'0"W
85°50'0"W
Map 1.7: Deficient Segments with Existing and Reserved Trips from Concurrency Systems
0
2
4
Miles
8
T r i - C o u n t y
G r o w t h
86°40'0"W
M a n a g e m e n t
86°30'0"W
P l a n
O k a l o o s a
86°20'0"W
-
S a n t a
R o s a
-
W a l t o n
86°10'0"W
86°0'0"W
Crestview
Mossy
Head
Defuniak
Springs
Legend
2016 Level of Service*
Okaloosa
County
A
B
C
30°40'0"N
D
30°40'0"N
Duke Field
E
F
Roadway Network
Railroad Network
Military Facility
Eglin Air
Force Base
Regional Airport
Seaport
City Limits
Water Body
State Boundary
Walton
County
County Boundary
Niceville
30°30'0"N
Valaparaiso
Freeport
30°30'0"N
Data Sources:
LOS : Local adopted comprehensive plans
Okaloosa-Walton
Regional Airport
Hurlburt Field
Mary
Esther
Page 1.31
Choctawhatchee
Bay
Fort Walton
Beach
Prepared by:
Destin
86°40'0"W
86°30'0"W
86°20'0"W
86°10'0"W
86°0'0"W
Map 1.8: BRAC Final EIS Preferred Locations 2016 Roadway LOS
0
1
2
Miles
4

Tri-County Growth Management Plan Okaloosa

Transcription

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