Congestion Management Process Plan...Okaloosa-Walton Transportation Planning Organization (TPO) Congestion Management Process Plan 2018 Minor Update (updated LOS Tables) This report

Okaloosa-Walton Transportation Planning Organization (TPO)

Congestion Management Process Plan

2018 Minor Update

(updated LOS Tables)

This report was financed in part by the U.S. Department of Transportation, Federal Highway Administration, and the Florida Department of Transportation. The contents of this report do not

necessarily reflect the official views or policies of the U.S. Department of Transportation.

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TABLE OF CONTENTS

1. Introduction ........................................................................................................................ 6

Components of the 2016 CMP Update ........................................................................ 6

CMPP Study Area ........................................................................................................ 8

2. CMPP Goals and Objectives .............................................................................................. 10

Objectives and Congestion Mitigation Strategies ...................................................... 11

Implementation of Transportation System Management and Operation (TSMO)

Strategies .............................................................................................................................. 12

3. Transportation Networks .................................................................................................. 13

Roadway Network ...................................................................................................... 13

Transit Network .......................................................................................................... 18

Paratransit Network ................................................................................................... 18

Reducing Travel Demand ........................................................................................... 19

Bicycle and Pedestrian Network .................................................................................20

Intelligent Transportation Systems (ITS) .................................................................... 23

Freight Network ......................................................................................................... 23

4. Performance Measures ..................................................................................................... 26

Level of Service (LOS) Performance Measures .......................................................... 26

LOS Analysis Methodology ....................................................................................... 26

Performance Measures for Congestion Mitigation Strategies .................................... 27

5. Performance Measure Assessment ................................................................................... 30

Level of Service Analysis ............................................................................................. 30

Safety Analysis ........................................................................................................... 31

Congestion Analysis ................................................................................................... 39

6. Corridor Management Planning and Planning for Constrained Facilities ........................... 41

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Corridor Management Planning ................................................................................. 41

7. Data Collection Needs and Sources .................................................................................. 42

LOS Table Traffic Volume Data ................................................................................. 42

Crash Data ................................................................................................................. 42

ITS and Operations Data ............................................................................................ 43

8. CMPP Coordination and Integration ................................................................................. 44

LRTP Integration ....................................................................................................... 44

TIP Integration ........................................................................................................... 44

Transportation System Management, Operations, and ITS Linkage ......................... 44

Public Participation Plan (PPP) Integration................................................................ 44

CMPP Implementation ............................................................................................... 45

Monitoring and Tracking ............................................................................................ 45

Implementation Schedule ......................................................................................... 46

Implementation Responsibilities ............................................................................... 46

Role of Decision Makers and Elected Officials ........................................................... 46

9. Conclusion ........................................................................................................................ 48

Appendix A: Okaloosa County Level of Service Tables (2015).................................................... A

Appendix B: Walton County Level of Service Tables (2015) ....................................................... B

Appendix C: Resolution O-W 18-18 ............................................................................................ C

Appendix D: Review Comments ................................................................................................ D

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LIST OF FIGURES

Figure 1.1: 8-Step CMPP Development Process .......................................................................... 7

Figure 1.2 MPO and Urbanized Area Boundaries ....................................................................... 9

Figure 3.1 Okaloosa and Walton County Road Miles ................................................................. 16

Figure 3.2. CMPP Roadway Networks ....................................................................................... 17

Figure 3.3. The WAVE Route Map ............................................................................................. 18

Figure 3.4. Park and Ride Locations, 2016 ................................................................................ 21

Figure 3.5. Bicycle and Pedestrian Facilities ..............................................................................22

Figure 5.1. Crashes Per 1,000 AADT, 2010 - 2015 ...................................................................... 32

Figure 5.2. Traffic Fatalities Per 100,000 Population ................................................................. 33

Figure 5.3. Travel Time to Work, Okaloosa/Walton .................................................................. 38

Figure 5.5. Annual Average Daily Traffic (AADT), 2015 ............................................................ 40

Figure 8.1. Public Involvement Objectives ................................................................................ 45

LIST OF TABLES

Table 2.1. Okaloosa-Walton TPO 2040 Long Range Transportation Goals ............................... 10

Table 2.2. Congestion Management Process Objectives and Mitigation Strategies ................. 11

Table 3.1 New Okaloosa County Roadway Segments (2014) .................................................... 14

Table 3.2 New Walton County Roadway Segments (2014) ....................................................... 15

Table 3.3. Highways of Commerce ........................................................................................... 24

Table 3.4. 2015 Truck Volumes (AADT) ..................................................................................... 25

Table 4.1. Congestion Mitigation Objectives, Strategies, and Performance Measures ............ 28

Table 5.1. Okaloosa County Failing Segments, 2015 ................................................................. 30

Table 5.2. Walton County Failing Segments, 2015 .................................................................... 30

Table 5.3. Traffic and Pedestrian Fatalities, 2003-2012 ............................................................. 34

Table 5.4. Means of Transportation to Work, Okaloosa/Walton Metropolitan Area ................. 36

Table 5.5. Means of Transportation, Pensacola Metropolitan Area .......................................... 36

Table 5.6. Travel Time to Work: Okaloosa/Walton ................................................................... 37

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Table 8.1. Technical Coordinating Committee Members ......................................................... 46

Table 8.2. Okaloosa-Walton TPO Elected Officials Representation ......................................... 48

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GLOSSARY

AADT Annual Average Daily Traffic

BPAC Bicycle and Pedestrian Advisory Council

CAC Citizens Advisory Committee

CCTV Closed Circuit Television

CFR Code of Federal Regulations

CMP Corridor Management Plan

CMPP Congestion Management Process Plan

DMS Dynamic Message Signs

FDOT Florida Department of Transportation

FHWA Federal Highway Administration

ITS Intelligent Transportation Systems

LRTP Long Range Transportation Plan

MAP-21 Moving Ahead for Progress in the 21st Century

NWFRPM Northwest Florida Regional Planning Model

PIP Public Involvement Plan

RWIS Road Weather Information Systems

TCC Technical Coordinating Committee

TDM Transportation Demand Management

TIP Transportation Improvement Program

TMA Transportation Management Area

TPO Transportation Planning Organization

TSMO Transportation System Management and Operation

VDS Vehicle Detector Stations

VMT Vehicle Miles Traveled

WFRPC West Florida Regional Planning Council

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1. INTRODUCTION

The congestion management process plan (CMPP) is a management tool used to improve traffic operations and safety. The management process monitors congestion levels and implements strategies and operational improvements to reduce travel demand.

Congestion of any given roadway network can be closely linked to demand. As the demand increases, the vehicle volume begins to fulfill the capacity of the road. Congestion can also be perceived on how well the roadway facility is meeting the needs of the users. The CMPP is a state and federally mandated document designed to support the transportation planning process. By collecting and mapping safety information annually, the next major update to the CMPP will be able to formulate safety recommendations for inclusion in the planning process.

Code of Federal Regulations (CFR) 450.320 requires any area with a population over 200,000 designated as a Transportation Management Area (TMA) to address congestion through a process that provides for safe and effective integrated management and operations of multimodal transportation system based on a cooperatively developed and implemented metropolitan-wide strategy, of new and existing transportation facilities eligible for funding under title 23 U.S.C. and title 49 U.S.C. Chapter 53 through the use of travel demand reduction and operation management strategies. Although the Okaloosa-Walton Transportation Planning Organization is not a designated TMA, Florida Department of Transportation (FDOT) policy extends this stipulation to all metropolitan planning organizations in an effort to emphasize mobility management. Moving ahead for Progress in the 21st Century (MAP-21) is the federal transportation law that will provide federal funding for highway and transit improvements as of October 1, 2012. The goal of MAP-21 is “to achieve a significant reduction in congestion on the National Highway System”.

COMPONENTS OF THE 2016 CMP UPDATE

The FHWA released a handbook providing guidance for the formulation of a CMPP in 2011 titled Congestion Management Process: A Guidebook. Featured in this guidebook is an eight-step process for the development of a successful CMPP. These steps are displayed in Figure 1.1.

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• Develop Goals and Objectives• It may not be feasible or desirable to try to eliminate all congestion;

therefore it is important to define objectives for congestion management that achieve the desired outcome.

1.

• Program and Implement Strategies• This action defines both the geographic scope and system elements

that will be analyzed in the CMPP.2.

• Define CMPP Networks• This action involves developing PMs that will be used to measure

congestion on both a regional and local scale.3.

• Develop Mulitmodal Performance Measures• After PMs are defined, data should be collected and analyzed to

determine system performance.4.

• Data Collection and System Performance• This action involves identification of existing and future congestions,

and causes of unacceptable congestion.5.

• Analyze Congestion Problems and Needs• This action involves both identifying and assessing potential strategies

to mitigate congestion.6.

• Identify, Assess, and Implement Strategies• This action involves including strategies in the LRTP, determining

funding sources, prioritizing strategies, allocating funding in the TIP, and ultimately, implementing these strategies.

7.

• Evaluate Strategy Effectiveness• The strategies must be regularly monitored to gauge effectiveness. 8.

Figure 1.1: 8-Step CMPP Development Process

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CMPP STUDY AREA

The Okaloosa‐Walton Transportation Planning Organization (TPO) is bounded within the urbanized areas of Okaloosa and Walton Counties in the Northwest panhandle. The function of the TPO is to coordinate transportation planning among the local governments and the Florida Department of Transportation. The Okaloosa‐Walton CMPP Report is developed for and implemented within portions of extreme southern Walton County, and southern and central sections of Okaloosa County, including Destin, Fort Walton Beach, Niceville, and Crestview. Error! Unknown switch argument. identifies the boundaries that are used in the CMPP.

Significant geographic features include the Choctawhatchee River, Choctawhatchee Bay, Santa Rosa Sound, and numerous smaller creeks and bayous. A major land use feature in this region is Eglin Air Force Base as well as Hurlburt and Duke Fields. Large portions of land in the Okaloosa‐Walton Urbanized Area are devoted to military activity. The location of these military installations has had a significant impact on the development of the region and continues to significantly impact the transportation system not only in southern portions of the study area, but also in central Okaloosa County.


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Figure 1.2 MPO and Urbanized Area Boundaries


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2. CMPP GOALS AND OBJECTIVES

The first step in the CMPP process is the development of goals and objectives for congestion management. Defining congestion management objectives are also required as part of the CMP per Federal regulation 23 CFR 450.320 (c) 2. In the 2016 CMPP update, CMPP objectives were drawn from Okaloosa-Walton TPO’s 2040 LRTP goals and objectives. The context of the CMPP objectives were set by the Long Range Transportation Plan (LRTP). The vision and the goals of the 2040 LRTP will be used as guidance for the TPO’s regional mobility. The vision and goals of the LRTP are established within the steering committee session. The steering committee is composed of representatives from the Florida Department of Transportation (FDOT), local government representatives, citizens, and stakeholders. Before adoption, the vision statement and goals were presented to the general public for review, comment, and recommendations.

Goals are broad statements of intent, whereas objectives are specific in context in order to accomplish the goal. The goals established in the 2040 LRTP are listed below in Table 2.1. The CMPP objectives are reflective of those established in the LRTP which are relative to the performance of the transportation system. The CMPP objectives define the short‐term management of congestion and low cost implementation strategies.

Table 2.1. Okaloosa-Walton TPO 2040 Long Range Transportation Goals

2040 LRTP Goals

Goal A A transportation system that is safe and secure.

Goal B A transportation system that is user-friendly and maximizes mobility.

Goal C A transportation system that provides for the effective movement of goods and people.

Goal D A transportation system that supports a high quality of life respectful of the environment, public health and vulnerable users.

Goal E A transportation system that is multimodal, integrated and connected.

Goal F A transportation system that is maintained and operated efficiently.

Goal G A transportation system that includes consistent, continuing, cooperative and comprehensive planning processes.


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OBJECTIVES AND CONGESTION MITIGATION STRATEGIES

As outlined in the Federal Highway Administration’s Congestion Management Process: A Guidebook, ideal congestion management objectives are SMART: Specific, Measurable, Agreed, Realistic, and Time-Bound. Objectives should be specific and measurable, regional in nature, and focused on a specific aspect of congestion. Objectives generally lead directly to a performance measure that can be used to assess whether or not the objective has subsequently been achieved. The CMPP Objectives are shown below in Table 2.2, along with congestion mitigation strategies that are recommended to achieve the objectives of this CMPP update.

Table 2.2. Congestion Management Process Objectives and Mitigation Strategies

Objectives Congestion Mitigation Strategies

1. Reduce travel demand

- Decrease vehicle miles traveled (VMT) - Implement Transportation Demand

Management Strategies - Encourage carpooling and use of the Commuter

Assistance Program - Encourage other modes of transportation

2. Promote alternate modes of transportation

- Improve access to transit by supporting transit expansion

- Increase bicycle and pedestrian connectivity by expanding bicycle and pedestrian facilities

3.

Improve functionality and reliability of the transportation system

- Improve traffic flow - Implement Transportation System

Management and Operation Strategies

4.

Enhance the safety for motorized and non-motorized users

- Reduce the rate of accidents - Seek out high-crash “hot spots” - Separate travel modes to reduce conflict points

5. Preserve the existing transportation system

- Monitor traffic conditions in real time - Prioritize capacity improvements for roadways

with a deficient LOS / volume to capacity ratio - Prioritize low-cost, operational improvements

that will reduce congestion


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The purpose of the CMPP is to meet the goals and objectives laid out in Tables 2.1 and 2.2 by working to reduce travel demand and improve the security, safety, and reliability of the transportation system. Specific performance measures that will be used to evaluate how well this is being accomplished are found in Section 4. Two of the concepts listed above in Table 2.2 are more complex, reduce travel demand and transportation system management and operations strategies, and therefore will be discussed more in-depth below.

IMPLEMENTATION OF TRANSPORTATION SYSTEM MANAGEMENT AND OPERATION (TSMO) STRATEGIES

TSMO strategies are used to reduce congestion, improve mobility, and increase safety. As defined by the Federal High Administration, TSMOs are “an integrated program to optimize the performance of existing multimodal infrastructure through [the] implementation of systems, services, and projects to preserve capacity and improve security, safety, and reliability of our transportation system.”

Recommended TSMO actions and strategies by FDOT in the Florida Transportation Systems Management and Operations Strategic Plan (December 2013) are as follows:

• Ramp signals • Advanced Traffic Management Systems • Severe Incident Response Vehicles • Managed Lanes • Incident Management • Rapid Incident Scene Clearance • Traveler Information • Arterial Management • Work Zone Traffic Management • Weather Information • Variable Speed Limits


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3. TRANSPORTATION NETWORKS

Transportation planning encompasses more than planning for roadways and the movement of motor vehicles, and includes other transportation modes such as public transportation, bicycles, pedestrians, and freight are also parts of the overall transportation network. Therefore, the following transportation networks are included within this section of the CMPP report:

• Roadway Networks • Transit Systems • Travel Demand • Bicycle and Pedestrian Networks • Freight Networks

ROADWAY NETWORK

Roadway networks are classified by the Federal Highway Administration (FHWA) Functional Classification System. The FHWA functional classification system defines streets and highways based on the types of service they are intended to provide. The classifications can be applied in planning highway system development, determining jurisdictional responsibility for systems, and for the financial planning of roadways. There are four types of roadway systems classified by the FHWA: 1) Freeways and Tolls; 2) Arterials; 3) Collectors; and 4) Local Roads. Local road networks are not analyzed through the CMPP process, and therefore are not included in this report.

The regional roadway corridors serving the Okaloosa-Walton Urbanized Area include: Interstate 10, US 98, US 331, SR 85, SR 20, and SR 85. Other major urban arterial corridors include: SR 189 (Beal Parkway/Lewis Turner Boulevard), SR 123, and SR 397 (John Sims Parkway). The total roadway mileage for the CMPP is shown in Figure 3.2.


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3.1.1 NEW ROADWAY SEGMENTS

Based on a review of the FDOT District 3 updated Roadway Classification maps for Okaloosa and Walton Counties, the several roadway segments have been added to the CMPP network. The new roadway segments for Okaloosa County are displayed in Table 3.1 and the new segments for Walton County are presented in Table 3.2.

Table 3.1 New Okaloosa County Roadway Segments (2014)

New Okaloosa County Roadway Segments (2014)

Roadway Segment Functional

Classification FDOT Count

Station #

Azalea Drive US 98 to Benning Drive Major Collector 57-5154

Legion Drive Benning Drive to Main Street Major Collector 57-5027*

Airport Drive Main Street to Commons Drive Major Collector 57-5026

Airport Drive Commons Drive to US 98 Major Collector 57-5131

Commons Drive Airport Road to SR 293 Major Collector 57-317*

Two Tree Road US 98 to Commons Road Major Collector 57-903

Mid-Bay Bridge Road (SR 293)

Southern Approach to SR 20 Minor Arterial 57-1518

Mid-Bay Bridge Road (SR 293)

SR 20 to SR 285 Minor Arterial 57-1519 & 1521*

College Boulevard (CR 190) SR 85 to SR 85 (Gov't Avenue) Major Collector 57-1514 & 1500

Galiver Cutoff (SR 189) US 90 to SR 4 Minor Arterial 57-170

Old River Road (CR 397) US 90 to SR 4 Minor Collector 57-278, 5901, 5902

Steelmill Creek Road (CR 2) SR 189 to SR 85 Minor Collector 57-301

County Road 393 US 90 to CR 2 Major Collector 57-217

County Road 393 CR 2 to SR 85 Major Collector 57-200*

Steelmill Creek Road (CR 2) Third Street to CR 393 Minor Collector 57-8

Steelmill Creek Road (CR 2) CR 393 to County Line Minor Collector 57-10

* New Count Station for 2014


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Table 3.2 New Walton County Roadway Segments (2014)

New Walton County Roadway Segments (2014)

Roadway Segment Functional

Classification FDOT Count Station #

CR 2 County Line to US 331 Minor Collector 60-229

CR 2 US 331 to SR 83 Minor Collector 60-231 & 238

CR 2 SR 83 to County Line Minor Collector 60-241

CR 147 CR 2 to SR 85 Minor Collector 60-230

CR 147 SR 85 to US 331 Minor Collector 60-249

CR 1087 US 90 to CR 2 Minor Collector 60-216

CR 2A CR 1087 to US 331 Minor Collector 60-228

CR 1084 US 331 to SR 83 Minor Collector 60-56

CR 192 US 331 to SR 83 Minor Collector 60-57

Walton Road US 332 to SR 83 Minor Collector 60-1507

Bob Sikes Road (CR 280) US 221 to Nelson Road Minor Collector 60-1509

Rock Hill Road US 331 to SR 81 Minor Collector 60-151, 5903, 5907

Chat Holley Road CR 393 to US 331 Major Collector 60-5904


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3.1.1.1 ROADWAY NETWORK AND MILEAGE

The total roadway mileage for the CMPP is shown in Figure 3.1 Walton County has approximately 5,000 more roadway miles than Okaloosa. The roadway network is displayed in Figure 3.2.

Figure 3.1 Okaloosa and Walton County Road Miles

Source: Okaloosa-Walton CMP Network, 2013

Walton County: County Road Miles,

42,345

Walton County: State Road Miles,

203,577

Okaloosa County: County Road Miles, 198,436

Okaloosa County: State Road Miles,

33,839


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Figure 3.2. CMPP Roadway Networks


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TRANSIT NETWORK

Okaloosa County Transit began offering fixed route bus service in June 2000. This new transit service, called the WAVE, serviced Fort Walton Beach and Crestview. As of 2016, the WAVE, also called the Emerald Coast (EC) Rider, has expanded to ten routes to also serve Okaloosa Island, Destin and South Walton, and offers express routes. The regular fare price is $1.50, and the fare price for seniors is $0.75. Monthly passes are offered at a regular fare of $30, or a senior fare of $15. Figure 3.3 displays the current route map.

PARATRANSIT NETWORK

The Emerald Coast rider offers paratransit (door-to-door) service to qualifying Okaloosa County residents. Reservations are required, and the cost of the trip is determined based on the distance traveled.

The Tri-County Community Council coordinates the paratransit services for Walton County, under the direction of the West Florida Regional Planning Council (WFRPC).

Figure 3.3. The WAVE Route Map

Source: EC Rider Ride Guide, 2015


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REDUCING TRAVEL DEMAND

A major way to reduce congestion is to reduce overall demand for the system. Strategies to reduce travel demand include encouraging telecommuting, supporting and encouraging land use decisions which reduce vehicle miles traveled, encouraging flextime, carpooling, use of transit, or by encouraging active transportation modes such as biking or walking.

3.4.1 RIDE-ON PROGRAM

One effort the TPO has been working to reduce travel demand is through a program called ride-On. The ride-On Program is funded by the Florida Department of Transportation (FDOT) and staffed by the West Florida Regional Planning Council. The program offers employer-based incentives to help in reducing single-occupant vehicle travel to work sites. This is

executed through a Commuter Assistance Program which coordinates users on a computer database to form carpools and vanpools.

3.4.2 PARK AND RIDE LOTS

Park and Ride lots are also located throughout the TPO, as designated by the FDOT. Park and Ride facilities serve as collection areas for people transferring to higher occupancy vehicles, many of which are used by vanpoolers and carpoolers. As of February 2016, there is one Park and Ride location in Okaloosa County, and one in Walton County. The Walton County lot is equipped with 27 parking spaces, and is located on the north side of State 20, approximately 0.2 miles west of the State Road 20/US 331 Junction. The Okaloosa County Lot has 15 parking spots, and is located at the southeast corner of the US 90/CR 189 intersection. Figure 3.4 displays the location of the FDOT designated Park and Ride Lots.


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BICYCLE AND PEDESTRIAN NETWORK

For the purposes of the CMPP, the bicycle and pedestrian networks are the same as the CMPP network. The bicycle and pedestrian networks contain both on-road and off-road facilities. The on-road bicycle network is comprised of bicycle lanes and paved shoulders. Bicycle lanes are bicycle facilities typically at least four feet wide with designated markings on the road. Paved shoulders are a part of the bicycle network as they serve the purpose of providing a place of travel for bicycles as well as a place of refuge for vehicles with mechanical problems. Generally, paved shoulders are known as undesignated bicycle facilities along suburban and rural roadways.

Pedestrians are typically prohibited from walking on highways, limited access facilities, HOV and toll facilities, and. Therefore, the pedestrian network is limited to sidewalks, other

pedestrian routes, and trails. Figure 3.5 depicts existing bicycle and pedestrian facilities in Okaloosa and Walton counties.


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Figure 3.4. Park and Ride Locations, 2016


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Figure 3.5. Bicycle and Pedestrian Facilities


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INTELLIGENT TRANSPORTATION SYSTEMS (ITS)

Intelligent Transportation Systems (ITS) refers to the function of using technology and communications to make travel smarter, faster, safer, and more convenient. The list below provides examples of ways ITS helps the traveling public:

• ITS traffic control system reduce time travelers spend stopped at red lights or waiting on freeways when an accident occurs.

• Automatic toll collection reduces congestion and pollution by moving vehicles more quickly through toll booths.

• Travel information systems provide current, multi-modal information on travel conditions facilitating smarter traveling choices.

• In-vehicle systems provide maps, voice directions, and improve safety by providing notifications of emergency services or a when a serious accident is in the area.

• ITS in transit systems help transit agencies operate more efficiently and make the use of transit more attractive.

• ITS in commercial vehicles help with paperwork for the vehicle operators associated with moving goods, and will also help public agencies improve safety by inspecting the vehicles that need it most.

The Okaloosa-Walton TPO, in partnership with the Florida-Alabama and Bay County TPOs, completed a Regional ITS Plan in 2010. The Regional ITS plan identified and evaluated the existing ITS networks, evaluated future ITS needs, and determined additional staffing needs for operation and maintenance of future ITS improvements. This plan was adopted in September of 2010 by each of the three Northwest Florida TPOs.

FREIGHT NETWORK

The freight network is composed of the CMPP network. The movement of goods is primarily by truck even though rail, water, and air cargo are available. Some freight vehicle movement is restricted on some roadways, depending on the vehicle size and type. Table 3.3 displays the highway that support commerce in Okaloosa and Walton counties. Figure 3.4 illustrates the truck volumes for 2015 within Okaloosa and Walton counties. The data was derived from FDOT’s 2015 truck volume average annual daily traffic counts.


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Table 3.3. Highways of Commerce

Highways of Commerce

County Highway of Commerce From To

Oka

loos

a

I-10 Santa Rosa County Line Walton County Line

US 90/SR 10 SR 85 Walton County Line

US 98/SR 30 Santa Rosa County Line Walton County Line

SR 123 SR 85/189 SR 85

SR 85/189 US 98 SR 123

SR 85 SR 20 SR 123

SR 85 SR 123 I-10

SR 85 I-10 Walton County Line

SR 20 SR 85 Walton County Line

Adams Pkwy/Antioch Rd SR85 US 90

Wal

ton

I-10 Okaloosa County Line Holmes County Line

US 331/SR 83 US 98 Alabama Line

US 98/SR 30 Okaloosa County Line Bay County Line

SR 20 Okaloosa County Line Washington County Line

US 90/SR 10 Okaloosa County Line US 331/SR 83

SR 85 Okaloosa County Line Alabama Line

Source: Okaloosa-Walton TPO Regional Network Freight Plan, 2010


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Table 3.4. 2015 Truck Volumes (AADT)


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4. PERFORMANCE MEASURES

Performance measures provide a quantifiable method for determining the performance of a transportation system and to analyze the effectiveness of congestion management strategies. Essentially, performance measures determine what degree the CMPP is achieving its objectives. The development of performance measures addresses the following:

• Identifies congested areas • Evaluates the effectiveness of mitigation strategies • Monitors the effectiveness and efficiency of the transportation system • Identifies, evaluates, tracks, and communicates the degree to which the transportation

system satisfies its requirements.

LEVEL OF SERVICE (LOS) PERFORMANCE MEASURES

The Level of Service (LOS) performance was used to determine the level of congestion in previous CMPPs for Okaloosa and Walton counties, and therefore was used for this update as well. A LOS analysis is a quantitative examination of the quality of service provided by the transportation system. The LOS tables are based on the generalized tables within the 2013 FDOT Quality/Level of Service Handbook. Maximum threshold levels are determined by the state and local governments based on the analysis of a segment’s functional classification and facility type.

The Okaloosa and Walton County Roadway and Multimodal LOS Tables are located in Appendices A and B.

LOS ANALYSIS METHODOLOGY

LOS is determined by using the annual average daily traffic (AADT) counts for each CMPP road segment from FDOT and then cross-referencing them by roadway type suing the FDOT’s Generalized LOS tables. AADT measures the amount of daily and peak hour traffic on regionally significant state and local roadways. The LOS is assessed by the amount of traffic on a roadway type. Bicycle, pedestrian, and other bus mode level of service also utilize the traffic volume, as well as the percentage of either a paved shoulder, bicycle lane coverage, or sidewalk coverage to determine the level of service.

The steps for determining CMPP network roadway congestion levels are outlined as follows:

1) Determine the geographic area type (Urbanized Area, Transitioning Area, or Rural Area) is located. Retrieve the appropriate table.


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2) Determine the roadway type: State two-way arterial, freeway, or non-state roadway. Reference the corresponding section of the table.

3) For arterial roadways, determine the posted speed limit on the segment of roadway and the appropriate class designation (Class I, II, etc.) on the table.

4) Determine the number of through lanes on the segment, whether it is divided or undivided, and whether it has any adjustments to be made based on the presence or lack of a median and turn lanes. Find the appropriate row under the proper class designation.

5) Look up the AADT count two-way traffic volume for the roadway segment. Note: if more than one count station exists on the segment, the median county should be used to represent the average conditions.

6) Using the proper table, the appropriate class designation, and the correct row, determine the LOS classification in which the AADT falls.

PERFORMANCE MEASURES FOR CONGESTION MITIGATION STRATEGIES

Several key modifications were made affection the metropolitan planning process when MAP-21 replaced SAFETEA-LU (Safe Accountable Flexible Efficient Transportation Equity Act: A Legacy for Users). MAP-21 focuses on performance-based planning. Therefore, MPOs are required to establish and use a performance-based approach in transportation decision-making and the development of transportation plans. In accordance with MAP-21, specific and actionable performance measures were created for the CMPP major update. The performance measures are shown in Table 4.1.


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Table 4.1. Congestion Mitigation Objectives, Strategies, and Performance Measures

# Objectives Congestion Mitigation

Strategies Performance Measures

1A Reduce Number of Automobile

Trips

Decrease vehicle miles traveled (VMT)

Track VMT and public transportation miles of travel

Monitor travel times to work

Implement Transportation Demand Management Strategies

Continue to promote public awareness of CAP

Promote transit services

1B Reduce Length of Automobile

Trips

Encourage carpooling and the use of Commuter Assistance Program

Produce electronic bicycle and pedestrian route maps for the public by 12/2016 and 1,000 printed maps by 12/2017

Encourage other modes of transportation

Encourage telecommuting and flexible work hours programs

Reduce travel time to work

2

Promote Alternative Modes of

Transportation

Improve access to transit by supporting transit expansion Monitor Transit Usage

Increase bicycle and pedestrian connectivity by expanding bicycle and pedestrian facilities

Monitor means of transportation to work

Prioritize bike lane and sidewalk projects that create connectivity between existing multi-modal facilities

Increase participation in rideOn and similar programs

Track ride-On participation

Construct 1 Park-and-Ride lot annually

3

Improve Functionality

and Reliability of

Transportation System

Improve traffic flow Increase ITS capabilities to provide greater access to system information

Implement Transportation System Management and Operation Strategies

Re-time 60 traffic signals annually

Monitor congestion measures annually to discover congestion problems


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# Objectives Congestion Mitigation Strategies Performance Measures

4

Enhance Safety for Motorized

and Non-Motorized Users

Reduce the rate of accidents Track and bring awareness to the number of traffic and pedestrian fatalities

Seek out high-crash "hot spots:

Implement access management strategies to reduce conflict points

Separate travel modes to reduce conflict points

Map and review crash locations for high-crash hot spots annually as a part of the CMP

Provide $350,000 of funding annual for separated bicycle and pedestrian facilities

5

Preserve the Existing

Transportation System

Monitor traffic conditions in real time

Seek capital and operating funding for traffic monitoring, management, and control facilities and programs

Prioritize capacity improvements for roadways with a deficient LOS/volume to capacity ratio

Invest $150,000 in operational roadway improvements (including intersection improvements, removal of bottlenecks, and addition of turn lanes) each fiscal year

Prioritize low-cost, operational improvements that will reduce congestion

Update LOS tables annually and prioritize projects that have a failing LOS


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5. PERFORMANCE MEASURE ASSESSMENT

LEVEL OF SERVICE ANALYSIS

A level of service analysis was completed on all major Okaloosa and Walton County state and county roadways in the summer of 2016 using 2015 traffic count data. This analysis reported the annual average daily traffic peak hour and peak direction traffic volume and level of service. The analysis also include the percentage of the maximum service volume that each facility was operating at the AADT level. The full analysis is located in Appendices A and B. Table 5.1 and

Table 5.2 display the Okaloosa and Walton County roadway segments with a failing LOS in 2015:

Table 5.1. Okaloosa County Failing Segments, 2015

Okaloosa County Failing Segments, 2015

Road Segment

SR 20 SR 285/Partin Drive to Rocky Bayou Bridge

SR 30 Santa Rosa County Line to Hurlburt Field Gate

SR 30 Eastern Leg SR85/Florida Place to Military Boundary/Beach Park Entrance on Okaloosa

SR 30 East Pass Bridge (west end) to Gulf Shore Drive

SR 30 Gulf Shore Drive to Emerald Coast Parkway/Old US 98

SR 30 Emerald Coast Parkway/Old US 98 to Matthew Boulevard

SR 85 Antioch Road to I-10 (SR 8)

SR 85 I-10 (SR-8) to US 90/SR 10

SR 189 SR 393/Mary Esther Boulevard/Oak Street to SR 188/Racetrack Road

CR 4 Antioch Road to SR 85/S Ferdon Boulevard

CR 20 Hill Avenue/Hollywood Boulevard to Lovejoy Road

Table 5.2. Walton County Failing Segments, 2015

Walton County Failing Segments, 2015

Road Segment

SR 30 Okaloosa County line to Old US 98/SR 30

SR 30 Mack Bayou Road to CR 30A (west end)


PAGE | 31

SAFETY ANALYSIS

5.2.1 CRASH ANALYSIS

The crash analysis was conducted using data from the Florida Signal Four Analytics database. The Signal Four system was developed by the GeoPlan Center at the University of Florida, and was funded by the State of Florida through the Traffic Records Coordinating Committee (TRCC). Crash data is collected electronically by Florida Highway Patrol (FHP) officers at crash sites throughout the state, and is transmitted nightly to the GeoPlan Center and loaded into the database.

The frequency of crashes was determined by calculating crashes per 1,000 AADT for each CMPP

road segment. Figure 5.1 displays the crash analysis results.


PAGE | 32

Figure 5.1. Crashes Per 1,000 AADT, 2010 - 2015


PAGE | 33

5.2.2 TRAFFIC FATALITIES

The National Highway Traffic Safety Administration (NHTSA) publishes traffic fatalities by county annually. Figure 5.2 displays the traffic fatalities per 100,000 population for Okaloosa, Walton, and Santa Rosa counties for 2011 through 2015. Santa Rosa County was included for comparison purposes. Walton County experienced the highest traffic fatalities of the three counties over the five years, but has generally been on a downward trend. Okaloosa County had the lowest fatalities from 2011 to 2013, but has since been on an upward trend.

Figure 5.2. Traffic Fatalities Per 100,000 Population

Source: NHTSA Traffic Safety Facts for Florida: 2011-2015 (All Crashes)

2011 2012 2013 2014 2015Okaloosa 12.01 13.14 11.37 14.82 17.11

Walton 30.55 26.18 28.61 21.12 14.17

Santa Rosa 14.13 12 19.29 11.03 11.37

0

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20

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30

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Okaloosa Walton Santa Rosa


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5.2.3 PEDESTRIAN SAFETY

An advocacy group named Smart Growth America promotes smart growth solutions to improve walkability across the nation. The group published a Dangerous by Design report in 2014 providing facts about traffic and pedestrian fatalities, including an analysis of pedestrian deaths based on posted speed limits. Table 5.3 displays the results of the analysis for Okaloosa, Walton, Santa Rosa counties from 2003-2012.

Okaloosa County experienced the highest percentage of pedestrian fatalities, with 16.4%. Walton experienced approximately half, with 8% pedestrian deaths. However, Walton County had the highest annual pedestrian deaths per 100,000 from 2008-2012, with 325. Between 2% and 6% of the pedestrian deaths occurred at speeds less than 20 MPH. The percentage of deaths increased to between approximately 6% and 13.2% when the speed limit is less than 30 MPH. The number of deaths significantly increases (60% - 88%) when the speed limit is 40 MPH or greater. Finally, nearly an average of 80% of the pedestrian deaths occurred on arterials in the three counties.

These trends tie into land use and roadway design, and identify the correlation between higher-speed facilities which are designed primarily for the automobile, and pedestrian deaths.

Table 5.3. Traffic and Pedestrian Fatalities, 2003-2012

Traffic and Pedestrian Fatalities, 2003-2012

County

2003-2012 2008-12 % Ped. Deaths by

Speed Limit % Ped. Deaths

on Arterials

Traffic Fatalities

Pedestrian Fatalities

% Pedestr

-ian

Annual Ped. Deaths Per

100,000

> 20 MPH

> 30 MPH

< 40 MPH

Okaloosa 238 39 16.4% 213 2.6% 13.2% 60.5% 86.8%

Walton 213 17 8.0% 325 5.9% 5.9% 88.2% 82.4%

Santa Rosa 231 32 13.9% 219 0.0% 12.5% 81.3% 68.8%

Source: Dangerous by Design 2014, Smart Growth America


PAGE | 35

5.2.4 MEANS OF TRANSPORTATION TO WORK

The American Community Survey (ACS) reports how workers sixteen years of age and older get to work. The respondents indicate whether they take a car, truck or van, drove alone or carpooled, used public transportation, a taxicab, a motorcycle, rode a bicycle, walked, worked from home, or by other means. Table 5.4 and Table 5.5 display the results from the 2006-2010 ACS for the Okaloosa/Walton metropolitan area (the full name is the Crestview-Ft.Walton Beach-Destin Metro Area), and the Pensacola metropolitan area (the full name is the Pensacola-Ferry Pass-Brent Metro Area) for comparison. The figures for 2011 through 2014 are estimates based on the official 2010 counts.

Table 5.4 shows that more than 90% of the respondents drive a car, truck or van to work in 2014, less than 10% of whom carpooled. Slightly more than 3% of the respondents worked from home, and any other form of travel was used by approximately 5% of the workers. However, there has been a significant increase of nearly 60% in public transportation usage from 2010 to 2014. Carpooling dropped approximately 7% of those who drove a car, truck, or van. The use of taxicabs increased 33% over the five years, and those taking “other” transportation increased 223%.

Comparatively, Table 5.5 displays the means of transportation data for the neighboring Pensacola Metropolitan Area (Pensacola-Ferry Pass-Brent Metro Area). Similar to the Okaloosa/Walton Metro Area, slightly less than 90% of the workers travel by car, truck, or van, with nearly 90% of which driving alone and 10% carpooling. The Pensacola area did not have as much of an increase in car, truck or van travel to work over the five year period (3%), as Okaloosa/Walton did (25%). Furthermore, Pensacola experienced a 25% drop in public transportation ridership whereas Okaloosa/Walton increased ridership (59%). Workers walking to work dropped by 55% in the Pensacola area whereas walkers in Okaloosa/Walton increased by nearly 20%.


PAGE | 36

Table 5.4. Means of Transportation to Work, Okaloosa/Walton Metropolitan Area

Means of Transportation to Work, Crestview-Ft. Walton Beach-Destin Metro Area

Type 2010 2011 2012 2013 2014 2010-2014 %

Change

Car, Truck, or Van 93% 92% 92% 92% 92% 25%

Drove Alone 87% 88% 89% 90% 91% 29%

Carpooled 13% 12% 11% 10% 9% -7%

Public Transportation 0.4% 0.5% 0.5% 0.6% 0.6% 59%

Taxicab 0.1% 0.1% 0.1% 0.1% 0.1% 33%

Motorcycle 0.5% 0.5% 0.5% 0.3% 0.3% -26%

Bicycle 0.5% 0.5% 0.4% 0.6% 0.4% 4%

Walked 1.5% 1.3% 1.3% 1.2% 1.4% 19%

Other 1.0% 1.4% 1.5% 2.0% 2.4% 223%

Worked from Home 3.5% 3.4% 3.2% 3.2% 3.2% 15%

Total 90,114 88,994 88,641 111,635 113,454 26%

Source: U.S. Census Bureau, 2006-2010 American Community Survey. 2011-2014 estimates based on 2010 official counts.

Table 5.5. Means of Transportation, Pensacola Metropolitan Area

Means of Transportation to Work, Pensacola-Ferry Pass-Brent Metro Area

Type 2010 2011 2012 2013 2014 2010-2014 % Change

Car, Truck, or Van 88.1% 88.1% 88.0% 88.0% 88.7% 3%

Drove Alone 87.0% 87.2% 87.9% 88.4% 88.6% 5%

Carpooled 13.0% 12.8% 12.1% 11.6% 11.4% -10%

Public Transportation 0.6% 0.6% 0.5% 0.6% 0.5% -25%

Taxicab 0.0% 0.1% 0.1% 0.1% 0.1% 190%

Motorcycle 0.3% 0.4% 0.5% 0.4% 0.4% 29%

Bicycle 0.4% 0.3% 0.3% 0.3% 0.3% -5%

Walked 3.7% 3.2% 2.9% 2.1% 1.6% -55%

Other 0.7% 0.8% 0.9% 0.8% 0.7% 0%

Worked from Home 6.2% 6.6% 6.9% 7.7% 7.7% 28%

Total 197,202 197,128 199,084 197,972 202,198 3%

Source: U.S. Census Bureau, 2006-2010 American Community Survey. Estimates based on 2010 official counts.


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5.2.5 TRAVEL TIME TO WORK

Along with travel modes to work, the ACS also reports travel times to work. Table 5.6 and Figure 5.3 display the results for the Okaloosa/Walton metropolitan area and the Pensacola metropolitan area, for comparison. The 2011 to 2014 data are estimates based on the 2006 to 2010 ACS. The margin of error can be up to five percent for the ACS estimates.

As displayed in the data, the travel time to work has seen a general increase between 2010 and 2015. Travel time of 90 minutes or more increased by nearly 50%. Travel times between 40 and 40 minutes also increased by approximately 42%. The lowest changes in travel times were among the 14 minutes or less categories with an average increase of 16% in the shorter travel times.

Table 5.6. Travel Time to Work: Okaloosa/Walton

Travel Time to Work: Okaloosa/Walton Metropolitan Area

Minutes 2010 2011 2012 2013 2014 2010-2014 %

Change

Less than 5 4.4% 3.9% 3.9% 4.0% 3.8% 10%

5 to 9 14% 14% 13.3% 13.3% 13.4% 19%

10 to 14 17% 16% 16.7% 16.1% 15.8% 17%

15 to 19 15% 15% 14.8% 14.6% 15.0% 27%

20 to 24 14% 14% 13.3% 13.2% 13.7% 27%

25 to 29 6% 6% 5.8% 5.8% 5.6% 19%

30 to 34 13% 14% 14.5% 14.3% 13.9% 37%

35 to 39 3% 3% 2.6% 2.8% 3.0% 38%

40 to 44 3% 3% 3.2% 3.2% 3.2% 43%

45 to 49 6% 7% 7.0% 7.0% 6.9% 41%

60 to 89 4% 3% 3.3% 4.1% 3.9% 30%

90 or more 1% 2% 1.5% 1.6% 1.7% 49%



PAGE | 38

Figure 5.3. Travel Time to Work, Okaloosa/Walton


0.0%

5.0%

10.0%

15.0%

20.0%

2010 2011 2012 2013 2014

Less than 10 minutes

10 to 14 minutes

15 to 19 minutes

20 to 24 minutes

25 to 29 minutes

30 to 34 minutes

35 to 44 minutes

45 to 59 minutes

60 or more minutes


PAGE | 39

CONGESTION ANALYSIS

There are several measures of congestion, such as:

• Roadway Level of Service o Roadway Level of Service (LOS) is determined by Annual Average Daily Traffic

(AADT) compared with the type of roadway improvements and where the road is located. Figure 5.4 displays the AADT for the CMPP network for 2015.

• The percentage of Congested Travel (as a % of Peak VMT) • Percentage of System Congestion (as a % of lane miles)


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Figure 5.4. Annual Average Daily Traffic (AADT), 2015


PAGE | 41

6. CORRIDOR MANAGEMENT PLANNING AND PLANNING FOR CONSTRAINED FACILITIES

As recognized in Section 2.2, Transportation System Management and Operation (TSMO) strategies, widening congested roadways is not effective in every situation. In some cases, widening may not be feasible or appropriate. There may also be other modes or characteristics of the corridor that take priority over roadway congestion.

CORRIDOR MANAGEMENT PLANNING

The Okaloosa Walton TPO developed Corridor Management Plans (CMP) for specific corridors in order to determine the long-term objectives and management of a corridor. CMPs examine historical and anticipated growth of a corridor for future planning and development processes.

CMPs have been created for the following corridors:

• SR 85 (Eglin Parkway) – Adopted June 2010 • SR 189 (Beal Parkway – Mary Esther Boulevard to Racetrack Road) – Adopted June 2011 • US 98 (Santa Rosa County Line to Beal Parkway) – Adopted June 2004


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7. DATA COLLECTION NEEDS AND SOURCES

This section details the process for identifying and evaluating strategies for congestion management data collection and system performance evaluation. The data collection process may be used as a guide for selecting congestion management strategies at the system and corridor levels. This section specifies data to be collected on a regular basis for the future analysis of the TPO’s CMPP.

LOS TABLE TRAFFIC VOLUME DATA

Traffic volumes are collected and published annually by the FDOT. Volumes are counted at various locations throughout Florida, signified through station numbers. Traffic volume counts are recorded for each count station, and are used to update the AADTs in the LOS tables. This information can be obtained from the Florida Traffic Information and Highway Data CD or from FDOT’s Florida Traffic Online interactive website.

Other information from the traffic volume tables includes:

• Roadway functional classification • Facility type • Total signals on the segment • Signals per mile • Segment length • FDOT count stations for the segment • AADT counts for each station • Historical counts for each station • Corresponding LOS

All of the analysis information contained in these tables is based on FDOT’s 2013 Quality/Level of Service Handbook.

CRASH DATA

FDOT annually collects crash data for on-state highway system and off-state highway system crashes. This information can be obtained from the FDOT State Safety Office and is available in ArcGIS shapefile format. Florida Signal Four Analytics crash data developed by the GeoPlan Center at the University of Florida may also be obtained online.


PAGE | 43

ITS AND OPERATIONS DATA

As mentioned in Section 2, Dynamic Message Signs, Closed Circuit Television cameras, Vehicle Detector Stations, and Road Weather Information Systems are used to collect and disseminate information in the TPO service area. The Freeway Management System consists of numerous devices deployed along the interstate that monitor traffic activity and roadway and weather conditions. The current system covers Interstate 10 in Okaloosa and Walton Counties.

Okaloosa County currently has over 90 signals connected to the Traffic Manager who monitors and maintains signal operations.


PAGE | 44

8. CMPP COORDINATION AND INTEGRATION

Involving the TPO committees and other invested parties with the development of the CMPP is an important component of the CMPP process. Furthermore, it is also essential that information and recommendations from the CMPP are integrated into other TPO planning documents, such as the Long Range Transportation Plan (LRTP).

LRTP INTEGRATION

The CMPP is an integral part of a TPO’s planning process, which also includes the LRTP, the Transportation Improvement Program (TIP), Unified Work Program, (UPWP), and the Public Participation Plan (PPP). The CMPP guides the overall transportation planning process by:

• Identifying operations and management protections with the potential to be included in the TPO’s TIP and LRTP

• Identifying a set of congestion mitigation strategies that can be applied to congested corridors

TIP INTEGRATION

The TIP considers congested corridors, although there is no designated funding for implementing mitigation strategies. Projects are implemented through the Transportation System Management (TSM) projects, Corridor Management Plans, and the inclusion of other local and FDOT projects.

TRANSPORTATION SYSTEM MANAGEMENT, OPERATIONS, AND ITS LINKAGE

The Okaloosa-Walton TPO, in partnership with the Florida-Alabama and Bay County TPOs, completed a Regional ITS Plan in 2010. The Regional ITS plan identified and evaluated the existing ITS networks, evaluated future ITS needs, and determined additional staffing needs for operation and maintenance of future ITS improvements. This plan identifies the current and future needs of the area to synchronize existing infrastructure and transportation systems.

PUBLIC PARTICIPATION PLAN (PPP) INTEGRATION

The public involvement process is an attempt to involve all persons in a community, regardless of race, income, or status, involved in future transportation planning. The established Public Involvement Plan (PIP) is a working document which serves as guidance for public involvement practices. The development of a PIP is the first step taken during the development of a CMPP. The public involvement plan outlines the process of connecting the impacted community with


PAGE | 45

the study area. Once the study area for a CMPP is defined, community members and stakeholders are invited to join the team to assist in defining congestion deficiencies, and influencing the development of low-cost, short-term mitigation strategies. The public involvement steps are outlined in Figure 8.1.

Figure 8.1. Public Involvement Objectives

CMPP IMPLEMENTATION

To review, the CMPP goes through either a major update or a minor update each year. The minor update involves updating the LOS tables and performance measures spreadsheet. The major update occurs once every five years, concurrent with the LRTP update. Therefore, the CMPP exists as a living document which regularly produces recent information to inform the planning decisions of the Okaloosa Walton County TPO.

MONITORING AND TRACKING

The performance of the congestion mitigation strategies along with their performance measures will be monitored and tracked together with the CMPP major update every five years.

Group Selection

• Objective: Ensure every socioeconomic group has an opporturnity to give input on the CMPP.• Demographics of study area• Identification of key community groups and stakeholders

Role Education

• Objective: Educate the public about their role in the planning process.• Host workshops and forums• Attend local organization meetings and group functions

Create Opportunities

• Objective: Create opportunities for participation by reducing transportation challenges, work schedule conflict, and eliminate non-disability complaints.• Select transit-accessbile (if available) and ADA-compliant venues• Reserve venues in study area, and provide a variety of meeting times


PAGE | 46

The monitoring of data over time facilitates a comprehensive analysis which compares data and identifies trends across projects in the region. For example, the monitoring of the LOS tables provides insight on previous and current service levels of the road network. However, it is important to note that the impacts of some mitigation strategies may not be as apparent as others. For example, the Transportation Demand Management (TDM) impacts become noticeable over a long period time, whereas the impacts of an auxiliary left-hand turn lane may be noticeable immediately.

IMPLEMENTATION SCHEDULE

The CMPP is an element of the LRTP, which undergoes a major update every five years and a minor update annually. Congested nodes and corridors are monitored and studied during the annual minor update. The primary objective of the updates will be to assess CMPP implementation and address new locations of congestion and related issues.

IMPLEMENTATION RESPONSIBILITIES

Contingent on the recommendations in the next major update of the CMPP, funding responsibilities will be sent to the Okaloosa-Walton TPO, FDOT, or local governments for potential implementation.

ROLE OF DECISION MAKERS AND ELECTED OFFICIALS

Several agencies are involved in the planning process, with representatives from various agencies serving on the Technical Coordinating Committee (TCC). The TCC serves as a forum for agencies to collaborate on the following: for the betterment of regional welfare, to review and comment on the draft CMPP, and to make formal endorsements to the TPO. A list of representative agencies involved in the TCC is provided in Table 8.1.

Table 8.1. Technical Coordinating Committee Members

Non-Voting Voting

Federal Highway Administration (FHA) City of Crestview

Florida Department of Transportation (FDOT) City of Defuniak Springs

Eglin Air Force Base City of Destin


PAGE | 47

Florida Department of Environmental Protection (DEP)

City of Freeport

Northwest Florida State College City of Ft. Walton Beach

U.S. Air Force City of Mary Esther

West Florida Regional Planning Council City of Niceville

- Community Transportation Coordinator

- FL Department of Children and Families

- FL Department of Environmental Protection

- Midbay Bridge Authority

- Okaloosa Coord Transportation

- Okaloosa County

- Okaloosa County Sheriffs Dept

- Town of Cinco Bayou

- Town of Shalimar

- Walton County

The Okaloosa-Walton TPO includes city and county elected officials within the urbanized area of Okaloosa and Walton Counties. There are eight commissioners and ten city council members serving on the TPO’s board (See Table 8.2). Drafted and final documents are provided to the TPO for review and comments prior to motioning to approve the documents. As the CMPP is an element of the LRTP, the TPO also reviews the list of proposed projects recommended to mitigate congestion.


PAGE | 48

Table 8.2. Okaloosa-Walton TPO Elected Officials Representation

Elected Officials Governing Locality Number of Representatives

City of Crestview 2 Council Members

City of Defuniak Springs 1 Council Member

City of Destin 2 Council Members

City of Ft. Walton 3 Council Members

City of Niceville 1 Council Member

City of Valparaiso 1 Council Member

Okaloosa County Commission 5 Commissioners

Walton County Commission 3 Commissioners

9. CONCLUSION

This CMPP update is a major update, which occurs every five years, and is completed in conjunction with the LRTP update. Previously, the CMPP was updated annually. In alternating years, a study was conducted of a congested segment, and in the following year the update analyzed which mitigation strategies had been implemented. This major update will be included as an additional element to the LRTP once it is adopted by the TPO.

The previous CMPP updated utilized Level of Service Tables to determine which roadway segments had a deficient level of service. These deficient segments were ranked with evaluation criteria to determine which segment would be analyzed by a study team of the TPO’s Technical Coordinating Committee and Citizen’s Advisory Committee to develop recommendations to improve congestion for the particular roadway segment. The minor, or annual, update to the CMPP will continue to update the Level of Service Tables in Appendices A and B as well as

update the Safety Maps (Figure 5.1 and Figure 5.2) in Section 5 of the report. However, as this update is a major update including the implementation of performance measures, this update also includes an analysis of the results of the performance measures in Table 4.1.


PAGE | A

APPENDIX A: OKALOOSA COUNTY LEVEL OF SERVICE TABLES (2015)

TOTAL SIG SEG. LOS (STD) FDOT PK HR. / PK DIR.

STATE ROAD FUNC. NO. FACILITY # OF PER LTH LOS & COUNT 2017 ANALYSIS AADT AADT K D LOS STD/

AND SEGMENT CLASS LNS. TYPE SIG. MI. (MI.) AREA MAX VOL STA # AADT YEAR VOLUME LOS FACTOR FACTOR MAX VOL VOLUME LOS

SR 4

Santa Rosa County Line Minor 2 Undivided 1 0.123 8.117 Rural (C) 6 1,550 2007 1,750 B 0.095 0.55 (C) 91 B

to SR189 Arterial 45 MPH Undev 8,400 2008 1,400 B 430 73 B

2009 1,550 B 81 B

Analyzed as Uninterrupted Due to Segment Length 2010 1,450 B 76 B

2011 1,500 B 78 B

2012 1,550 B 81 B

2013 1,500 B 78 B

2014 1,500 B 78 B

FDOT 2015 1,750 B 91 B

% of MV 2016 1,550 B 81 B

18.45% 2017 1,550 B 81 B

0.000 - 8.117 20.37% 2022 1,711 B 89 B

Roadway ID 57080000 22.49% 2027 1,889 B 99 B

SR189 to US90 / SR 10 Minor 2 Undivided 0 0.000 4.592 Rural (C) 90 10,200 2007 7,800 C 0.095 0.55 (C) 408 C

Arterial 45 MPH Undev 8,400 2008 7,300 C 430 381 C

2009 7,800 C 408 C

2010 7,900 C 413 C

2011 6,700 C 350 C

2012 7,900 C 413 C

2013 8,700 D* 455 D*

2014 8,300 C 434 D*

FDOT 2015 9,400 D* 491 D*

% of MV 2016 9,100 D* 475 D*

121.43% 2017 10,200 D* 533 D*

8.117 - 12.709 134.07% 2022 11,262 D* 588 D*

Roadway ID 57080000 148.02% 2027 12,434 D* 650 D*

SR 8 (I-10)

Santa Rosa County Principal 4 Divided 0 0.000 8.926 Rural (C) 2001 N/A 2007 22,792 N/A 0.105 0.555 (C) N/A N/A

Line to the OK-WL MPA Arterial 70 MPH Undev 43,000 2002 N/A 2008 21,307 N/A 2,500 N/A N/A

Boundary (1.7 miles east 318T 28,283 2009 22,325 B 1,301 B

of Wilkinson Bluff) 2010 22,972 B 1,339 B

2011 22,504 B 1,311 B

2012 22,326 B 1,301 B

2013 22,871 B 1,333 B

2014 24,227 B 1,412 B

2015 26,018 B 1,516 B

0.000 - 8.926 % of MV 2016 27,818 B 1,621 B

Roadway ID 57002000 65.77% 2017 28,283 B 1,648 B

72.62% 2022 31,227 C 1,820 C

80.18% 2027 34,477 C 2,009 C

CONGESTION MANAGEMENT PROCESS 2017 LEVEL OF SERVICE ANALYSIS - OKALOOSA COUNTY STATE ROADS

AADT

Updated 2018, using 2012 FDOT LOS Tables. LOS Standards and Max Allowable Volumes are based on those established for State Roadways. 'E" following the count indicates an 'estimated count. "T" following the Count Station number indicated a

Telemetered Traffic Monitoring Site. These Tables Are For General Planning Purposes Only. 'Not To Be Used For Concurrency Management Purposes. Prepared for the FY 2017/18 Transportation Planning Organization Congestion Management

Process. % of MV=Percent of Motor Vehicles. > 100% equals deficiency.

Segment is on the Strategic Intermodal System

Okaloosa County, State Roads

1





AADT

SR 8 (I-10) (cont.)

OK-WL MPA Boundary Principal 4 Divided 0 0.000 15.628 Trans (C) 318T 28,283 2007 20,846 B 0.09 0.555 (C) 1,041 B

(1.7 miles East of Wilkinson Arterial 70 MPH 57,600 2004 20,500 2008 19,804 B 2,980 989 B

Blvd) to Walton County Line 2009 19,663 B 982 B

2010 20,086 B 1,003 B

2011 19,502 B 974 B

2012 20,863 B 1,042 B

2013 20,186 B 1,008 B

2014 20,914 B 1,045 B

2015 22,709 B 1,134 B

8.926 - 24.554 % of MV 2016 25,159 B 1,257 B

Roadway ID 57002000 42.35% 2017 24,392 B 1,218 B

Segment is on the Strategic Intermodal System 46.75% 2022 26,931 B 1,345 B

51.62% 2027 29,734 B 1,485 B

SR 10 (US 90)

Santa Rosa County Line Minor 2 Undivided 0 0.000 10.559 Rural (C) 98 3,500 2007 4,425 B 0.095 0.55 (C) 231 B

to SR4 / Baker Highway Arterial 45 MPH Undev 8,400 128 5,800 2008 3,900 B 430 204 B

127 N/A 2009 4,225 B 221 B

9 4,900 2010 4,450 B 233 B

2011 4,350 B 227 B

2012 4,275 B 223 B

2013 4,425 B 231 B

2014 5,300 C 277 C

2015 4,667 B 244 C

% of MV 2016 5,300 C 277 C

56.35% 2017 4,733 C 247 C

0.000 - 10.559 62.21% 2022 5,226 C 273 C

Roadway ID 57010000 68.68% 2027 5,770 C 301 C

SR4 / Baker Highway Minor 2 Undivided 0 0.000 0.496 Rural (C) 101 15,100 2007 5,300 B 0.095 0.55 (C) 277 B

to OK-WL MPA Arterial 45 MPH Developed 16,400 9 4,900 2008 4,800 B 850 251 B

Boundary (east of 2009 4,900 B 256 B

Ellis Road) 2010 5,100 B 266 B

2011 5,200 B 272 B

2012 4,400 B 230 B

2013 5,300 B 277 B

2014 5,300 B 277 B

2015 6,550 B 342 B

% of MV 2016 6,650 B 347 B

60.98% 2017 10,000 C 523 C

10.559 - 11.055 67.32% 2022 11,041 C 577 C

Roadway ID 57010000 74.33% 2027 12,190 C 637 C





2





AADT

SR 10 (US 90) (cont.)

OK-WL MPA Minor 2 Undivided 0 0.000 0.334 Trans (C) 122 T 13,998 2007 9,327 C 0.09 0.55 (C) 462 C

Boundary (east of Arterial 45 MPH 17,300 9 4,900 2008 8,663 B 850 429 B

Ellis Road) to Begin 4-lane 2009 8,643 B 428 B

2010 8,860 B 439 B

2011 8,933 B 442 B

2012 8,540 B 423 B

2013 9,114 B 451 C

2014 9,236 C 457 C

2015 9,249 C 458 C

% of MV 2016 9,351 C 463 C

54.62% 2017 9,449 C 468 C

11.055 - 11.389 60.30% 2022 10,432 C 516 C

Roadway ID 57010000 66.58% 2027 11,518 C 570 C

Begin 4-lane to Minor 4 Divided 1 4.785 0.209 Trans (C) 9 4,900 2007 9,327 C 0.09 0.57 (C) 478 C

CR 4 / Antioch Road Arterial 45 MPH 34,000 122 T 13,998 2008 8,663 C 1,740 444 C

2009 8,643 C 443 C

2010 8,860 C 455 C

2011 8,933 C 458 C

2012 8,540 C 438 C

2013 9,114 C 468 C

2014 9,236 C 474 C

2015 9,249 C 474 C

% of MV 2016 9,351 C 480 C

27.79% 2017 9,449 C 485 C

11.389 - 11.598 30.68% 2022 10,432 C 535 C

Roadway ID 57010000 33.88% 2027 11,518 C 591 C

CR 4 / Antioch Road to Minor 4 Divided 1 0.612 1.633 Trans (C) 122 T 13,998 2007 13,354 C 0.09 0.57 (C) 685 C

Old Bethel Road Arterial 45 MPH 34,000 2008 12,526 C 1,740 643 C

2009 12,386 C 635 C

2010 12,621 C 647 C

2011 12,666 C 650 C

2012 12,680 C 650 C

2013 12,927 C 663 C

2014 13,172 C 676 C

2015 13,497 C 692 C

% of MV 2016 13,172 C 676 C

41.17% 2017 13,998 C 718 C

11.598 - 13.231 45.46% 2022 15,455 C 793 C

Roadway ID 57010000 50.19% 2027 17,063 C 875 C





3





AADT

SR 10 (US 90) (cont.)

Old Bethel Road to SR85 / Minor 4 Divided 1 0.620 1.612 Trans (C) 21 N/A 2007 19,900 D* 0.09 0.565 (C) 1,012 D*

Ferdon Boulevard Arterial 35 MPH 9,900 1602 18,700 2008 19,267 D* 500 980 D*

5053 22,000 2009 18,033 D* 917 D*

5052 19,700 2010 18,900 D* 961 D*

2011 18,000 D* 915 D*

2012 18,000 D* 915 D*

2013 20,067 D* 1,020 D*

2014 18,934 D* 963 D*

2015 19,600 D* 997 D*

% of MV 2016 18,900 D* 961 D*

203.36% 2017 20,133 D* 1,024 D*

13.231 - 14.843 224.53% 2022 22,228 D* 1,130 D*

Roadway ID 57010000 247.90% 2027 24,542 D* 1,248 D*

SR85 / Ferdon Boulevard Minor 4 Divided 0 0.000 3.246 Trans (C) 5051 13,500 2007 14,200 B 0.09 0.55 (C) 703 B

to Fairchild Road Arterial 55 MPH 35,300 1601 10,800 2008 13,000 B 2,450 644 B

2009 12,100 B 599 B

2010 11,550 B 572 B

2011 11,200 B 554 B

2012 11,850 B 587 B

2013 12,300 B 609 B

2014 12,450 B 616 B

2015 11,600 B 574 B

% of MV 2016 12,000 B 594 B

34.42% 2017 12,150 B 601 B

14.843 - 18.089 38.00% 2022 13,415 B 664 B

Roadway ID 57010000 41.96% 2027 14,811 B 733 B

Fairchild Road to the Minor 2 Undivided 0 0.000 7.617 Trans (C) 302 6,900 2007 6,300 B 0.09 0.55 (C) 312 B

Walton County Line Arterial 55 MPH 17,300 124 5,900 2008 5,500 B 850 272 B

2009 5,700 B 282 B

2010 5,550 B 275 B

2011 5,200 B 257 B

2012 5,200 B 257 B

2013 5,400 B 267 B

2014 6,000 B 297 B

2015 6,050 B 299 B

% of MV 2016 6,450 B 319 B

36.99% 2017 6,400 B 317 B

18.089 - 25.706 40.84% 2022 7,066 B 350 B

Roadway ID 57010000 45.10% 2027 7,802 B 386 B





4





AADT

SR 20

SR85N to 0.32 mi east of Principal 6 Divided 0 0.000 0.320 Urbanized (D) 5010 41,500 2007 47,250 B 0.09 0.55 (D) 2,339 B

SR 85N Arterial 35 MPH 98,300 5009 42,000 2008 48,000 B 4,860 2,376 B

2009 42,000 B 2,079 B

2010 43,000 B 2,129 B

2011 43,000 B 2,129 B

2012 40,500 B 2,005 B

2013 41,000 B 2,030 B

2014 40,750 B 2,017 B

2015 38,750 B 1,918 B

% of MV 2016 40,750 B 2,017 B

42.47% 2017 41,750 B 2,067 B

12.923 - 13.243 46.89% 2022 46,095 B 2,282 B

Roadway ID 57040000 51.77% 2027 50,893 B 2,519 B

0.32 mi. east of SR 85N to Principal 6 Divided 1 2.188 0.457 Urbanized (D) 5010 41,500 2007 47,250 D 0.09 0.56 (D) 2,381 D

SR285/ Partin Drive Arterial 35 MPH 50,000 5009 42,000 2008 48,000 D 2,520 2,419 D

2009 42,000 D 2,117 D

2010 43,000 D 2,167 D

2011 43,000 D 2,167 D

2012 40,500 D 2,041 D

2013 41,000 D 2,066 D

2014 40,750 D 2,054 D

2015 38,750 D 1,953 D

% of MV 2016 40,750 D 2,054 D

83.50% 2017 41,750 D 2,104 D

13.243 - 13.700 92.19% 2022 46,095 D 2,323 D

Roadway ID 57040000 101.79% 2027 50,893 E* 2,565 F*

SR285/ Partin Drive to Principal 4 Divided 5 1.920 2.604 Urbanized (D) 1502 40,000 2007 42,750 F* 0.09 0.56 (D) 2,155 F*

Rocky Bayou Bridge Arterial 35 MPH 32,400 5076 35,500 2008 40,500 F* 1,630 2,041 F*

5073 39,500 2009 37,875 F* 1,909 F*

5009 42,000 2010 38,750 F* 1,953 F*

2011 41,000 F* 2,066 F*

2012 39,500 F* 1,991 F*

2013 39,250 F* 1,978 F*

2014 39,250 F* 1,978 F*

2015 36,625 F* 1,846 F*

% of MV 2016 37,375 F* 1,884 F*

121.14% 2017 39,250 F* 1,978 F*

13.700 - 16.304 147.67% 2022 43,335 F* 2,184 F*

Roadway ID 57040000 147.67% 2027 47,846 F* 2,411 F*





5





AADT

SR 20 (cont.)

Rocky Bayou Principal 4 Divided 5 2.057 2.431 Urbanized (D) 298 39,000 2007 36,750 C 0.09 0.56 (D) 1,852 C

Bridge to SR 293 /White Arterial 45 MPH 39,800 294 30,500 2008 35,250 C 2,000 1,777 C

Point Road 1520 22,000 2009 34,250 C 1,726 C

2010 35,750 C 1,802 C

2011 35,250 C 1,777 C

2012 36,500 C 1,840 C

2013 37,500 C 1,890 C

2014 27,534 C 1,388 C

LG FDOT 2015 27,534 C 1,388 C

% of MV % of MV 2016 27,534 C 1,388 C

76.63% 76.63% 2017 30,500 C 1,537 C

16.304 - 18.735 84.61% 84.61% 2022 33,674 C 1,697 C

Roadway ID 57040000 93.42% 93.42% 2027 37,179 C 1,874 C

SR 293/ White Point Principal 2 Undivided 1 0.648 1.543 Urbanized (D) 110 11,300 2007 9,200 C 0.09 0.55 (D) 455 C

Road to Walton County Arterial 45 MPH 17,700 2008 8,600 C 880 426 C

Line 2009 8,500 C 421 C

2010 8,100 C 401 C

2011 7,400 C 366 C

2012 8,400 C 416 C

2013 9,200 C 455 C

2014 8,600 C 426 C

2015 9,500 C 470 C

% of MV 2016 9,900 C 490 C

63.84% 2017 11,300 C 559 C

18.735 - 20.278 70.49% 2022 12,476 C 618 C

Roadway ID 57040000 77.82% 2027 13,775 C 682 C

SR 30 (US 98)

Santa Rosa County Line Principal 4 Divided 2 0.342 5.852 Urbanized (D) 167 T 38,839 2007 42,659 F* 0.09 0.56 (D) 2,150 F*

to Hurlburt Field Gate Arterial 45 MPH 39,800 306 46,500 2008 40,471 F* 2,000 2,040 F*

2009 36,702 C 1,850 C

2010 40,380 F* 2,035 F*

2011 39,000 D 1,966 D

2012 39,126 D 1,972 D

2013 40,179 F* 2,025 F*

2014 40,134 F* 2,023 F*

2015 40,493 F* 2,041 F*

% of MV 2016 40,725 F* 2,053 F*

107.21% 2017 42,670 F* 2,151 F*

0.000 - 5.852 118.37% 2022 47,111 F* 2,374 F*

Roadway ID 57030000 130.69% 2027 52,014 F* 2,622 F*





6





AADT

SR 30 (US 98) (cont.)

Hurlburt Field Gate to Principal 4 Divided 3 1.097 2.734 Urbanized (D) 1705 43,000 2007 40,250 F* 0.09 0.56 (D) 2,029 F*

SR 393 / Mary Esther Arterial 40 MPH 39,800 5080 34,000 2008 35,000 C 2,000 1,764 C

Boulevard 2009 30,000 C 1,512 C

2010 31,500 C 1,588 C

2011 29,500 C 1,487 C

2012 28,500 C 1,436 C

2013 32,000 C 1,613 C

2014 34,500 C 1,739 C

2015 36,750 C 1,852 C

% of MV 2016 37,500 C 1,890 C

96.73% 2017 38,500 D 1,940 D

5.852 - 8.586 106.80% 2022 42,507 F* 2,142 F*

Roadway ID 57030000 117.92% 2027 46,931 F* 2,365 F*

SR 393 /Mary Esther Principal 4 Divided/ 4 1.328 3.011 Urbanized (D) 1702 29,000 2007 35,167 F* 0.09 0.56 (D) 1,772 F*

Boulevard to Eastern Arterial Undivided 32,400 5038 33,500 2008 35,167 F* 1,630 1,772 F*

Leg SR85/ Florida Place/ 35 MPH 5039 39,500 2009 30,167 D 1,520 D

(Undivided St. Mary to 5040 35,000 2010 28,666 D 1,445 D

Florida Place) 2011 28,667 D 1,445 D

2012 30,000 D 1,512 D

2013 31,167 D 1,571 D

2014 30,875 D 1,556 D

2015 31,500 D 1,588 D

8.586 - 11.597 % of MV 2016 31,625 D 1,594 D

Roadway ID 57030000 105.71% 2017 34,250 F* 1,726 F*

Segment is undivided from .05 miles east of SR85 to Florida Place 116.71% 2022 37,815 F* 1,906 F*

128.86% 2027 41,751 F* 2,104 F*

Eastern Leg SR85 / Principal 4 Divided 3 1.616 1.856 Urbanized (D) 5104 50,500 2007 46,229 F* 0.09 0.56 (D) 2,330 F*

Florida Place to Arterial 45 MPH 39,800 293 T N/A 2008 45,427 F* 2,000 2,290 F*

Military Boundary / 5083 39,000 2009 40,106 F* 2,021 F*

Beach Park Entrance 2010 41,843 F* 2,109 F*

on Okaloosa Island 2011 43,303 F* 2,182 F*

2012 41,752 F* 2,104 F*

2013 44,003 F* 2,218 F*

2014 45,781 F* 2,307 F*

2015 44,500 F* 2,243 F*

11.597 - 13.453 % of MV 2016 43,250 F* 2,180 F*

Roadway ID 57030000 112.44% 2017 44,750 F* 2,255 F*

Backlogged Facility 124.14% 2022 49,408 F* 2,490 F*

137.06% 2027 54,550 F* 2,749 F*





7





AADT

SR 30 (US 98) (cont.)

Military Boundary to Principal 4 Divided 0 0.000 3.378 Urbanized (D) 18 43,000 2007 44,500 C 0.09 0.55 (D) 2,203 C

East Pass Bridge Arterial 45 MPH 65,600 385 T 42,472 2008 39,000 C 3,240 1,931 C

2009 34,500 B 1,708 B

2010 39,500 C 1,955 C

2011 44,500 C 2,203 C

2012 41,000 C 2,030 C

2013 44,000 C 2,178 C

2014 43,500 C 2,153 C

2015 40,588 C 2,009 C

% of MV 2016 43,500 C 2,153 C

66.74% 2017 43,779 C 2,167 C

13.453 - 16.831 73.68% 2022 48,336 C 2,393 C

Roadway ID 57030000 81.35% 2027 53,366 D 2,642 D

East Pass Bridge (west Principal 4 Divided 5 1.886 2.651 Urbanized (D) 107 N/A 2007 50,250 F* 0.09 0.56 (D) 2,533 F*

end) to Gulf Shore Drive Arterial 35 MPH 32,400 5136 39,500 2008 47,500 F* 1,630 2,394 F*

5132 52,500 2009 40,500 F* 2,041 F*

397 T N/A 2010 45,000 F* 2,268 F*

2011 51,500 F* 2,596 F*

2012 44,500 F* 2,243 F*

2013 49,500 F* 2,495 F*

2014 45,750 F* 2,306 F*

2015 47,250 F* 2,381 F*

16.831 - 19.482 % of MV 2016 45,750 F* 2,306 F*

Roadway ID 57030000 141.98% 2017 46,000 F* 2,318 F*


173.07% 2027 56,074 F* 2,826 F*

Gulf Shore Drive to Principal 4 Divided 2 1.936 1.033 Urbanized (D) 5130 54,000 2007 51,000 F* 0.09 0.56 (D) 2,570 F*

Emerald Coast Parkway/ Arterial 45 MPH 39,800 2008 50,000 F* 2,000 2,520 F*

Old US98 2009 47,000 F* 2,369 F*

2010 45,000 F* 2,268 F*

2011 53,500 F* 2,696 F*

2012 47,500 F* 2,394 F*

2013 54,500 F* 2,747 F*

2014 51,500 F* 2,596 F*

2015 52,500 F* 2,646 F*

19.482 - 20.515 % of MV 2016 51,500 F* 2,596 F*

Roadway ID 57030000 135.68% 2017 54,000 F* 2,722 F*


165.39% 2027 65,826 F* 3,318 F*





8





AADT

SR 30 (US 98) (cont.)

Emerald Coast Parkway / Principal 4 Divided 2 0.985 2.030 Urbanized (D) 273 N/A 2007 55,000 F* 0.09 0.56 (D) 2,772 F*

Old US98 to Matthew Blvd Arterial 45 MPH 39,800 5143 57,000 2008 48,000 F* 2,000 2,419 F*

5169 53,000 2009 41,500 F* 2,092 F*

2010 46,500 F* 2,344 F*

2011 50,500 F* 2,545 F*

2012 47,500 F* 2,394 F*

2013 51,000 F* 2,570 F*

2014 54,000 F* 2,722 F*

2015 54,500 F* 2,747 F*

% of MV 2016 53,000 F* 2,671 F*

138.19% 2017 55,000 F* 2,772 F*

20.481 - 22.511 152.57% 2022 60,724 F* 3,061 F*

Roadway ID 57030030 168.45% 2027 67,045 F* 3,379 F*

Matthew Blvd to Walton Principal 6 Divided 2 0.991 2.018 Urbanized (D) 5143 57,000 2007 55,000 C 0.09 0.56 (D) 2,772 C

County Line Arterial 45 MPH 59,900 2008 48,000 C 3,020 2,419 C

2009 41,500 C 2,092 C

2010 46,500 C 2,344 C

2011 50,500 C 2,545 C

2012 47,500 C 2,394 C

2013 51,000 C 2,570 C

2014 54,000 C 2,722 C

2015 56,000 C 2,822 C

% of MV 2016 54,000 C 2,722 C

95.16% 2017 57,000 C 2,873 C

22.511 - 24.529 105.06% 2022 62,933 F* 3,172 F*

Roadway ID 57030030 116.00% 2027 69,483 F* 3,502 F*

SR 85

US98 (SR30) to 1st Principal 2 Undivided 1 4.310 0.232 Urbanized (D) 5043 6,600 2007 7,400 D 0.09 0.565 (D) 376 D

Street Arterial 30 MPH 14,800 2008 7,100 C 750 361 C

2009 6,800 C 346 C

2010 7,300 C 371 D

2011 7,100 C 361 C

2012 6,700 C 341 C

2013 6,800 C 346 C

2014 6,800 C 346 C

2015 6,500 C 331 C

% of MV 2016 7,300 C 371 D

44.59% 2017 6,600 C 336 C

0.000 - 0.232 49.24% 2022 7,287 C 371 D

Roadway ID 57040000 54.36% 2027 8,045 D 409 D





9





AADT

SR 85

Florida Place Principal 3 Undivided 1 8.000 0.125 Urbanized (D) 5074 9,200 2007 7,300 C 0.09 0.55 (D) 361 C

US 98 (SR 30) to 1st Street Arterial 30 MPH 23,600 2008 6,200 C 1,190 307 C

2009 6,100 C 302 C

2010 6,500 C 322 C

2011 8,300 C 411 C

2012 6,900 C 342 C

2013 7,200 C 356 C

2014 8,000 C 396 C

2015 8,100 C 401 C

% of MV 2016 9,300 C 460 C

38.98% 2017 9,200 C 455 C

0.000 - 0.125 43.04% 2022 10,158 C 503 C

Roadway ID 57040024 47.52% 2027 11,215 C 555 C

1st Street to SR 188 / Principal 6 Divided 9 3.198 2.814 Urbanized (D) 5108 46,000 2007 41,817 C 0.09 0.56 (D) 2,108 C

Racetrack Road / 4th Arterial 40 MPH 59,900 1709 49,500 2008 38,583 C 3,020 1,945 C

Avenue 1704 41,500 2009 34,916 C 1,760 C

5106 42,500 2010 36,300 C 1,830 C

5045 38,500 2011 35,783 C 1,803 C

5079 15,800 2012 35,967 C 1,813 C

2013 36,233 C 1,826 C

2014 36,100 C 1,819 C

2015 37,933 C 1,912 C

0.232 - 3.046 % of MV 2016 39,183 C 1,975 C

Roadway ID 57040000 65.05% 2017 38,967 C 1,964 C

Perry Ave to 1st St is 3 lanes southbound and 2 lanes northbound 71.82% 2022 43,023 C 2,168 C

79.30% 2027 47,501 C 2,394 C

SR 188 / Racetrack Road / Principal 6 Divided 4 2.556 1.565 Urbanized (D) 1707 47,000 2007 49,000 C 0.09 0.56 (D) 2,470 C

4th Avenue to 12th Arterial 40 MPH 59,900 2008 44,500 C 3,020 2,243 C

Avenue 2009 38,500 C 1,940 C

2010 44,500 C 2,243 C

2011 44,000 C 2,218 C

2012 44,000 C 2,218 C

2013 43,000 C 2,167 C

2014 43,000 C 2,167 C

2015 44,000 C 2,218 C

3.046 - 4.611 % of MV 2016 46,000 C 2,318 C

Roadway ID 57040000 78.46% 2017 47,000 C 2,369 C

Backlogged Facility 86.63% 2022 51,892 C 2,615 C

95.65% 2027 57,293 C 2,888 C





10





AADT

SR 85 (cont.)

12th Avenue to SR189 Principal 4 Divided 1 0.532 1.879 Urbanized (D) 1710 35,000 2007 28,250 C 0.09 0.56 (D) 1,424 C

Arterial 45 MPH 39,800 307 19,300 2008 24,050 C 2,000 1,212 C

2009 27,900 C 1,406 C

2010 26,300 C 1,326 C

2011 24,850 C 1,252 C

2012 24,350 C 1,227 C

2013 25,100 C 1,265 C

2014 24,600 C 1,240 C

2015 27,250 C 1,373 C

% of MV 2016 26,500 C 1,336 C

68.47% 2017 27,250 C 1,373 C

4.611 - 6.490 75.59% 2022 30,086 C 1,516 C

Roadway ID 57040000 83.46% 2027 33,218 C 1,674 C

SR189 to SR190 Principal 4 Divided 2 0.399 5.008 Urbanized (D) 260 36,500 2007 31,250 C 0.09 0.56 (D) 1,575 C

Arterial 45 MPH 39,800 261 26,500 2008 27,500 C 2,000 1,386 C

314 44,500 2009 28,500 C 1,436 C

2010 26,500 C 1,336 C

2011 27,000 C 1,361 C

2012 24,950 C 1,257 C

2013 27,250 C 1,373 C

2014 31,834 C 1,604 C

2015 35,000 C 1,764 C

% of MV 2016 35,000 C 1,764 C

90.03% 2017 35,833 C 1,806 C

6.490 - 11.498 99.40% 2022 39,563 D 1,994 D

Roadway ID 57040000 109.75% 2027 43,680 F* 2,201 F*

Government Avenue Principal 4 Divided 1 1.285 0.778 Urbanized (D) 5081 N/A 2007 20,850 C 0.09 0.56 (D) 1,051 C

SR190 to SR 397 / John Arterial 45 MPH 39,800 1507 20,500 2008 17,700 C 2,000 892 C

Sims Parkway 2009 18,500 C 932 C

2010 20,100 C 1,013 C

2011 18,550 C 935 C

2012 18,400 C 927 C

2013 18,750 C 945 C

2014 17,100 C 862 C

2015 18,200 C 917 C

% of MV 2016 18,700 C 942 C

51.51% 2017 20,500 C 1,033 C

11.498 - 12.276 56.87% 2022 22,634 C 1,141 C

Roadway ID 57040000 62.79% 2027 24,989 C 1,259 C





11





AADT

SR 85 (cont.)

John Sims Parkway Principal 6 Divided 1 1.546 0.647 Urbanized (D) 1510 45,500 2007 57,500 F* 0.09 0.56 (D) 2,898 F*

Government Avenue to Arterial 35 MPH 50,000 2008 52,000 F* 2,520 2,621 F*

SR85N 2009 46,000 D 2,318 D

2010 42,000 D 2,117 D

2011 42,000 D 2,117 D

2012 42,000 D 2,117 D

2013 41,000 D 2,066 D

2014 43000 D 2,167 D

2015 41,000 D 2,066 D

% of MV 2016 43,000 D 2,167 D

91.00% 2017 45,500 D 2,293 D

12.276 - 12.923 100.47% 2022 50,236 E* 2,532 E*

Roadway ID 57040000 110.93% 2027 55,464 F* 2,795 F*

SR20 to College Principal 4 Divided 1 1.127 0.887 Urbanized (D) 5016 14,600 2007 18,800 D 0.09 0.56 (D) 948 D

Boulevard Arterial 35 MPH 32,400 5015 N/A 2008 15,350 D 1,630 774 D

2009 15,650 D 789 D

2010 16,650 D 839 D

2011 16,650 D 839 D

2012 16,700 D 842 D

2013 17,350 D 874 D

2014 13,700 C 690 C

2015 13,900 C 701 C

% of MV 2016 14,200 C 716 C

45.06% 2017 14,600 D 736 D

0.000 - 0.887 49.75% 2022 16,120 D 812 D

Roadway ID 57050000 54.93% 2027 17,797 D 897 D

College Boulevard to Principal 4 Divided 2 0.153 13.084 Trans (C) 1503 N/A 2007 24,019 C 0.09 0.57 (C) 1,232 C

Antioch Road Arterial 45 MPH 34,000 88 41,500 2008 22,937 C 1,820 1,177 C

219 T 17,594 2009 23,148 C 1,187 C

2010 22,778 C 1,169 C

2011 23,613 C 1,211 C

2012 23,534 C 1,207 C

2013 24,700 C 1,267 C

2014 24,950 C 1,280 C

2015 26,510 C 1,360 C

% of MV 2016 27,760 C 1,424 C

86.90% 2017 29,547 C 1,516 C

0.887 - 13.971 95.95% 2022 32,622 C 1,674 C

Roadway ID 57050000 105.93% 2027 36,018 F* 1,848 F*





12





AADT

SR 85 (cont.)

Antioch Road to I-10 Principal 4 Divided 3 1.719 1.745 Trans (C) 1607 52,000 2007 45,000 F* 0.09 0.57 (C) 2,309 F*

(SR8) Arterial 45 MPH 34,000 2008 42,500 F* 1,740 2,180 F*

2009 43,000 F* 2,206 F*

2010 47,000 F* 2,411 F*

2011 46,000 F* 2,360 F*

2012 47,500 F* 2,437 F*

2013 47,000 F* 2,411 F*

2014 46,000 F* 2,360 F*

2015 46,000 F* 2,360 F*

13.971 - 15.716 % of MV 2016 45,500 F* 2,334 F*

Roadway ID 57050000 152.94% 2017 52,000 F* 2,668 F*

168.86% 2022 57,412 F* 2,945 F*

186.43% 2027 63,388 F* 3,252 F*

I-10 (SR8) to Principal 4 Divided 5 1.869 2.675 Trans (C) 1606 43,500 2007 41,167 F* 0.09 0.57 (C) 2,112 F*

US90 / SR 10 Arterial 45 MPH 34,000 5060 40,000 2008 39,833 F* 1,740 2,043 F*

5058 N/A 2009 39,833 F* 2,043 F*

1608 44,500 2010 39,000 F* 2,001 F*

2011 38,167 F* 1,958 F*

2012 38,500 F* 1,975 F*

2013 39,833 F* 2,043 F*

2014 40,667 F* 2,086 F*

FDOT 2015 40,667 F* 2,086 F*

% of MV 2016 41,000 F* 2,103 F*

125.49% 2017 42,667 F* 2,189 F*

15.716 - 18.391 138.55% 2022 47,108 F* 2,417 F*

Roadway ID 57050000 152.97% 2027 52,011 F* 2,668 F*

US90 / SR 10 to CR 188/ Principal 4 Divided 5 2.063 2.424 Trans (C) 5057 26,000 2007 28,000 C 0.09 0.57 (C) 1,436 C

Old Bethel Road Arterial 45 MPH 34,000 5112 27,500 2008 25,000 C 1,740 1,283 C

1603 24,000 2009 24,500 C 1,257 C

2010 28,125 C 1,443 C

2011 24,000 C 1,231 C

2012 25500 C 1,308 C

2013 26,167 C 1,342 C

2014 27,500 C 1,411 C

FDOT 2015 25,833 C 1,325 C

% of MV 2016 25,000 C 1,283 C

77.94% 2017 26,500 C 1,359 C

0.000 - 2.424 86.05% 2022 29,258 C 1,501 C

Roadway ID 57060000 95.01% 2027 32,303 C 1,657 C

Segment is on the Strategic Intermodal System





13





AADT

SR 85N (cont.)

Old Bethel Road to Principal 2 Undivided 0 0.000 3.818 Trans (C) 138 N/A 2007 5,200 B 0.09 0.55 (C) 257 B

MPA Boundary (south of Arterial 55 MPH 17,300 139 10,500 2008 4,700 B 850 233 B

Jim Green Road) 2009 4,800 B 238 B

2010 4,400 B 218 B

2011 4,400 B 218 B

2012 4,200 B 208 B

2013 4,400 B 218 B

2014 9,900 C 490 C

2015 9,800 C 485 C

% of MV 2016 10,300 C 510 C

60.69% 2017 10,500 C 520 C

2.424 - 6.242 67.01% 2022 11,593 C 574 C

Roadway ID 57060000 73.99% 2027 12,799 C 634 C

OK - WL MPA Principal 2 Undivided 0 0.000 14.718 Rural (C) 138 N/A 2007 4,229 B 0.095 0.55 (C) 221 B

Boundary (S of Jim Arterial 55 MPH Undev 8,400 51 3,600 2008 3,843 B 430 201 B

Green Road) to 54 3,100 2009 3,980 B 208 B

Walton County Line 118 2,600 2010 3,763 B 197 B

9942T N/A 2011 3,638 B 190 B

356T 3,730 2012 3445 B 180 B

2013 3,734 B 195 B

2014 3,613 B 189 B

2015 3,678 B 192 B

% of MV 2016 3,746 B 196 B

38.79% 2017 3,258 B 170 B

6.242 - 20.960 42.82% 2022 3,597 B 188 B

Roadway ID 57060000 47.28% 2027 3,971 B 208 B

SR 123

SR85 to SR85N Minor 4 Undivided 1 0.203 4.916 Trans (C) 299 20,000 2007 16,800 C 0.09 0.55 (C) 832 C

Arterial 55 MPH 34,000 2008 15,900 C 1,740 787 C

2009 16,400 C 812 C

2010 15,200 C 752 C

2011 15,300 C 757 C

2012 15,200 C 752 C

2013 16,500 C 817 C

2014 16,400 C 812 C

2015 16,800 C 832 C

0.000 - 4.916 % of MV 2016 17,200 C 851 C

Roadway ID 57150000 58.82% 2017 20,000 C 990 C

Segment is on the Strategic Intermodal System 64.95% 2022 22,082 C 1,093 C

71.71% 2027 24,380 C 1,207 C





14





AADT

SR 145

Perry Street Minor 3 Undivided 2 3.922 0.510 Urbanized (D) 5128 19,400 2007 24,450 D 0.09 0.56 (D) 1,232 D

US98(SR30) to SR85 / Arterial 30 MPH 23,600 5137 21,400 2008 20,050 D 1,190 1,011 D

Eglin Parkway 5166 N/A 2009 20,350 D 1,026 D

2010 18,700 D 942 D

2011 22,450 D 1,131 D

2012 20,300 D 1,023 D

2013 21,550 D 1,086 D

2014 21,334 D 1,075 D

2015 21,233 D 1,070 D

% of MV 2016 22,550 D 1,137 D

86.44% 2017 20,400 D 1,028 D

0.000 - 0.510 95.44% 2022 22,523 D 1,135 D

Roadway ID 57040001 105.37% 2027 24,867 D 1,253 D

SR 188

Racetrack Road Urban 4 Divided 5 1.937 2.581 Urbanized (D) 5091 29,000 2007 37,833 C 0.09 0.56 (D) 1,907 C

SR 189 / Beal Parkway to Arterial 40 MPH 39,800 5126 28,500 2008 34,500 C 2,000 1,739 C

SR 85 / Eglin Parkway 5110 28,000 2009 29,000 C 1,462 C

2010 28,666 C 1,445 C

2011 27,333 C 1,378 C

2012 27167 C 1,369 C

2013 27,333 C 1,378 C

2014 26,667 C 1,344 C

2015 28,500 C 1,436 C

% of MV 2016 26,667 C 1,344 C

71.61% 2017 28,500 C 1,436 C

0.000 - 2.581 79.06% 2022 31,466 C 1,586 C

Roadway ID 57003000 87.29% 2027 34,741 C 1,751 C

SR 189

Beal Parkway Minor 4 Divided 3 2.276 1.318 Urbanized (D) 5102 15,200 2007 18,450 D 0.09 0.56 (D) 930 D

SR 30 / US98 to CR 85-A / Arterial 35 MPH 32,400 5138 21,000 2008 16,450 D 1,630 829 D

Yacht Club Drive 2009 16,100 D 811 D

2010 17,300 D 872 D

2011 16,450 D 829 D

2012 16,750 D 844 D

2013 17,100 D 862 D

2014 16,350 D 824 D

2015 16,650 D 839 D

% of MV 2016 16,800 D 847 D

55.86% 2017 18,100 D 912 D

0.000 - 1.318 61.68% 2022 19,984 D 1,007 D

Roadway ID 57110000 68.10% 2027 22,064 D 1,112 D





15





AADT

SR 189 (cont.)

Beal Parkway Minor 4 Divided 2 1.307 1.530 Urbanized (D) 5034 26,500 2007 30,500 D 0.09 0.56 (D) 1,537 D

CR 85-A /Yacht Club Arterial 35 MPH 32,400 1701 29,500 2008 25,750 D 1,630 1,298 D

Drive to SR 393 / Mary 2009 26,000 D 1,310 D

Esther Boulevard / Oak 2010 26,000 D 1,310 D

Street 2011 26,500 D 1,336 D

2012 27,250 D 1,373 D

2013 27,250 D 1,373 D

2014 26,500 D 1,336 D

2015 26,250 D 1,323 D

% of MV 2016 27,500 D 1,386 D

86.42% 2017 28,000 D 1,411 D

1.318 - 2.848 95.41% 2022 30,914 D 1,558 D

Roadway ID 57110000 105.35% 2027 34,132 F* 1,720 F*

SR 393 / Mary Esther Minor 4 Divided 4 2.721 1.470 Urbanized (D) 5095 50,500 2007 44,833 F* 0.09 0.56 (D) 2,260 F*

Boulevard / Oak Street Arterial 45 MPH 39,800 5123 T N/A 2008 44,500 F* 2,000 2,243 F*

to SR 188 / Racetrack 5113 41,500 2009 45,000 F* 2,268 F*

Road 2010 49,000 F* 2,470 F*

2011 44,250 F* 2,230 F*

2012 46,250 F* 2,331 F*

2013 45,750 F* 2,306 F*

2014 45,750 F* 2,306 F*

2015 46,500 F* 2,344 F*

2.848 - 4.318 % of MV 2016 45,250 F* 2,281 F*

Roadway ID 57110000 115.58% 2017 46,000 F* 2,318 F*


140.89% 2027 56,074 F* 2,826 F*

Lewis Turner Minor 4 Divided 3 1.426 2.104 Urbanized (D) 5090 33,500 2007 39,034 D 0.09 0.56 (D) 1,967 D

Boulevard Arterial 45 MPH 39,800 5089 N/A 2008 35,913 C 2,000 1,810 C

SR 188 / Racetrack Road 250 T 30,136 2009 31,414 C 1,583 C

to Mooney Road 2010 31,782 C 1,602 C

2011 30,141 C 1,519 C

2012 30,750 C 1,550 C

2013 29,955 C 1,510 C

2014 30,469 C 1,536 C

2015 29,884 C 1,506 C

% of MV 2016 31,115 C 1,568 C

79.94% 2017 31,818 C 1,604 C

0.000 - 2.104 88.27% 2022 35,130 C 1,771 C

Roadway ID 57130000 97.45% 2027 38,786 D 1,955 D





16





AADT

SR 189 (cont.)

Lewis Turner Minor 4 Divided 1 0.278 3.593 Urbanized (D) 1706 34,000 2007 29,000 C 0.09 0.56 (D) 1,462 C

Boulevard Arterial 45 MPH 39,800 290 23,700 2008 26,250 C 2,000 1,323 C

Mooney Road to SR85 2009 26,550 C 1,338 C

2010 26,100 C 1,315 C

2011 24,800 C 1,250 C

2012 24,800 C 1,250 C

2013 27,150 C 1,368 C

2014 24,600 C 1,240 C

2015 25,850 C 1,303 C

% of MV 2016 26,400 C 1,331 C

72.49% 2017 28,850 C 1,454 C

2.104 - 5.697 80.03% 2022 31,853 C 1,605 C

Roadway ID 57130000 88.36% 2027 35,168 C 1,772 C

SR85 to Eglin Minor 4 Divided 1 1.969 0.508 Urbanized (D) 291 13,200 2007 13,100 C 0.09 0.56 (D) 660 C

Boulevard / SR 397 Arterial 45 MPH 39,800 2008 11,700 C 2,000 590 C

2009 11,300 C 570 C

2010 10,900 C 549 C

2011 10,900 C 549 C

2012 11200 C 564 C

2013 14,000 C 706 C

2014 12,400 C 625 C

2015 12,600 C 635 C

% of MV 2016 12,400 C 625 C

33.17% 2017 13,200 C 665 C

5.697 - 6.205 36.62% 2022 14,574 C 735 C

Roadway ID 57130000 40.43% 2027 16,091 C 811 C

SR 189

SR 4 / Georgia Avenue Minor 2 Undivided 0 0.000 14.405 Rural (C) 5 5,700 2007 2,538 B 0.095 0.55 (C) 133 B

to Alabama State Line Arterial 50 MPH Undev 8,400 120 3,700 2008 2,375 B 430 124 B

121 2,500 2009 2,650 B 138 B

1 3,000 2010 2,900 B 152 B

2011 2,663 B 139 B

2012 2,875 B 150 B

2013 2,975 B 155 B

2014 3,150 B 165 B

2015 3,150 B 165 B

% of MV 2016 3,450 B 180 B

44.35% 2017 3,725 B 195 B

4.592 - 18.997 48.96% 2022 4,113 B 215 B

Roadway ID 57070000 54.06% 2027 4,541 B 237 B





17





AADT

SR 190

Valparaiso Boulevard Minor 2 Undivided 0 0.000 1.227 Urbanized (D) 1504 3,600 2007 4,100 B 0.09 0.55 (D) 203 B

SR85 to SR397 / John Arterial 35 MPH 24,200 5022 3,400 2008 3,900 B 1,190 193 B

Sims Parkway 2009 3,450 B 171 B

2010 3,550 B 176 B

2011 3,200 B 158 B

2012 3,250 B 161 B

2013 3,150 B 156 B

2014 3,550 B 176 B

2015 3,450 B 171 B

0.000 - 1.130 % of MV 2016 3,500 B 173 B

Roadway ID 57040027 14.67% 2017 3,550 B 176 B

0.000 - 0.097 16.20% 2022 3,919 B 194 B

Roadway ID 57040028 17.88% 2027 4,327 B 214 B

SR 285

Partin Drive Minor 4 Divided 1 0.959 1.043 Urbanized (D) 5077 8,400 2007 9,700 C 0.09 0.56 (D) 489 C

SR20 to Swift Creek Arterial 45 MPH 39,800 2008 9,800 C 2,000 494 C

Bridge (south end) 2009 8,000 C 403 C

2010 8,200 C 413 C

2011 8,000 C 403 C

2012 7700 C 388 C

2013 8,100 C 408 C

2014 8,500 C 428 C

2015 7,900 C 398 C

% of MV 2016 7,100 C 358 C

21.11% 2017 8,400 C 423 C

0.885 - 1.928 23.30% 2022 9,274 C 467 C

Roadway ID 57090000 25.73% 2027 10,240 C 516 C

Swift Creek Bridge Minor 4 Divided 1 1.340 0.746 Urbanized (D) 1506 8,700 2007 6,900 C 0.09 0.56 (D) 348 C

(south end) to College Arterial 45 MPH 39,800 2008 6,400 C 2,000 323 C

Boulevard / OK-WL 2009 7,300 C 368 C

Urbanized Area Boundary 2010 7,400 C 373 C

2,011 8,100 C 408 C

2012 8,400 C 423 C

2013 8,600 C 433 C

2014 9,000 C 454 C

2015 8,500 C 428 C

% of MV 2016 8,200 C 413 C

21.86% 2017 8,700 C 438 C

1.928 - 2.674 24.13% 2022 9,606 C 484 C

Roadway ID 57090000 26.65% 2027 10,605 C 535 C





18





AADT

SR 285 (cont.)

College Boulevard / Minor 2 Undivided 0 0.000 9.328 Trans (C) 309 6,400 2007 6,000 B 0.09 0.55 (C) 297 B

OK-WL Urbanized Area Arterial 60 MPH 17,300 1513 N/A 2008 4,300 B 850 213 B

Boundary to the Walton 2009 5,400 B 267 B

County Line 2010 5,300 B 262 B

2011 6,100 B 302 B

2012 5,900 B 292 B

2013 6,600 B 327 B

2014 5,400 B 267 B

2015 5,700 B 282 B

% of MV 2016 5,800 B 287 B

36.99% 2017 6,400 B 317 B

2.674 - 12.002 40.84% 2022 7,066 B 350 B

Roadway ID 57090000 45.10% 2027 7,802 B 386 B

SR 293/Mid Bay Bridge Rd

Danny Wuerffel Way Minor 4 Divided 1 1.018 0.982 Urbanized (D) 296 22,000 2007 20,050 C 0.09 0.56 (D) 1,011 C

US98 (SR30) to the Arterial 45 MPH 39,800 310 24,000 2008 18,500 C 2,000 932 C

Mid-Bay Bridge (south 2009 19,700 C 993 C

approach) 2010 18,300 C 922 C

2011 19,100 C 963 C

2012 17800 C 897 C

2013 19,150 C 965 C

2014 19,750 C 995 C

2015 18,650 C 940 C

% of MV 2016 19,900 C 1,003 C

57.79% 2017 23,000 C 1,159 C

0.000 - 0.982 63.80% 2022 25,394 C 1,280 C

Roadway ID 57518000 70.44% 2027 28,037 C 1,413 C

SR 293

Southern Approach to SR 20 Minor 4 Undivided 0 0.000 1.600 Urbanized (D) 1518 20300 2012 13,500 C (D) 680 C

Arterial 74,400 2013 14,500 C 3,360 731 C

2014 15,700 C 791 C

2015 16,800 C 847 C

% of MV 2016 16,700 C 842 C

27.28% 2017 20,300 C 1,023 C

0.000-1.600 30.12% 2022 22,413 C 1,130 C

Roadway ID 57160000 33.26% 2027 24,746 C 1,247 C

SR 20 to SR 285 Minor 2 Undivided 0 0.000 6.310 Urbanized (D) 1519 11,100 2012 2,350 C (D) 118 C

Arterial 24,200 1521 10,100 2013 2,250 C 1,190 113 C

2014 6,550 C 330 C

2015 9,500 C 479 C

% of MV 2016 8,500 C 428 C

43.80% 2017 10,600 C 534 C

1.600-7.910 48.36% 2022 11,703 C 590 C

Roadway ID 57160000 53.39% 2027 12,921 C 651 C

SR 285 to SR 85 Minor 2 Undivided 0 0.000 2.864 Urbanized (D) 1522 9,800 2014 5,400 C (D) 272 C

2015 7,600 C 383 C

Arterial 24,200 % of MV 2016 7,200 C 1,190 363 C

29.75% 2017 9,800 C 494 C

7.910-10.774 40.50% 2022 10,820 C 545 C

Roadway ID 57160000 44.71% 2027 11,946 C





19





AADT

SR 393

Mary Esther Boulevard Minor 4 Divided 5 5.760 0.868 Urbanized (D) 5105 19,900 2007 18,200 C (D) 917 C

US 98/SR 30 to Anchors Street Arterial 45 MPH 39,800 2008 19,900 C 4,040 1,003 C

2009 18,100 C 912 C

2010 24,500 C 1,235 C

2011 18,300 C 922 C

2012 17,500 C 882 C

2013 18,900 C 953 C

2014 18,700 C 942 C

2015 19,200 C 968 C

% of MV 2016 19,800 C 998 C

50.00% 2017 19,900 C 1,003 C

0.000-0.868 55.20% 2022 21,971 C 1,107 C

Roadway ID 57110028 60.95% 2027 24,258 C 1,223 C

Mary Esther Boulevard Minor 4 Divided 5 5.181 0.965 Urbanized (D) 1708 25,500 2007 34,000 C 0.09 0.56 (D) 1,714 C

Anchors Street to SR 189/ Arterial 45 MPH 39,800 5098 33,500 2008 26,750 C 2,000 1,348 C

Beal Parkway 2009 27,250 C 1,373 C

2010 30,500 C 1,537 C

2011 28,750 C 1,449 C

2012 30000 C 1,512 C

2013 28,250 C 1,424 C

2014 27,750 C 1,399 C

2015 29,500 C 1,487 C

0.868 - 1.833 % of MV 2016 29,250 C 1,474 C

Roadway ID 57110028 74.12% 2017 29,500 C 1,487 C

Backlogged Facility 81.84% 2022 32,570 C 1,642 C

90.35% 2027 35,960 C 1,812 C

SR 397

Eglin Boulevard Minor 4 Divided 0 0.000 0.899 Urbanized (D) 190 11,400 2007 12,700 B 0.09 0.55 (D) 629 B

SR85 to Eglin West Gate Arterial 45 MPH 65,600 2008 11,200 B 3,240 554 B

2009 11,500 B 569 B

2010 10,700 B 530 B

2011 11,000 B 545 B

2012 11,700 B 579 B

2013 11,000 B 545 B

2014 11,100 B 549 B

2015 11,200 B 554 B

% of MV 2016 11,600 B 574 B

17.38% 2017 11,400 B 564 B

0.000 - 0.899 19.19% 2022 12,587 B 623 B

Roadway ID 57040026 21.18% 2027 13,897 B 688 B





20





AADT

SR 397 (cont.)

John Sims Parkway Principal 4 Divided 0 0.000 1.400 Urbanized (D) 5023 21,000 2007 19,550 B 0.09 0.55 (D) 968 B

Eglin Gate to SR190 / Arterial 45 MPH 65,600 5024 17,000 2008 18,350 B 3,240 908 B

Broadway Avenue 2009 18,950 B 938 B

2010 19,550 B 968 B

2011 19,100 B 945 B

2012 18,050 B 893 B

2013 17,800 B 881 B

2014 18,250 B 903 B

2015 18,100 B 896 B

% of MV 2016 18,550 B 918 B

28.96% 2017 19,000 B 941 B

0.000 - 1.400 31.98% 2022 20,978 B 1,038 B

Roadway ID 57040025 35.31% 2027 23,161 B 1,146 B

SR190 to SR85 Principal 4 Divided 2 2.642 0.757 Urbanized (D) 1505 22,000 2007 23,000 D 0.09 0.56 (D) 1,159 D

Arterial 35 MPH 32,400 2008 22,000 D 1,630 1,109 D

2009 24,500 D 1,235 D

2010 24,500 D 1,235 D

2011 24,500 D 1,235 D

2012 24000 D 1,210 D

2013 21,500 D 1,084 D

2014 23,500 D 1,184 D

2015 22,000 D 1,109 D

% of MV 2016 23,000 D 1,159 D

75.62% 2017 24,500 D 1,235 D

1.302 - 2.059 83.49% 2022 27,050 D 1,363 D

Roadway ID 57040027 92.18% 2027 29,865 D 1,505 D





21


COUNTY ROAD FUNC. NO. FACILITY # OF PER LTH LOS & COUNT 2017 K D LOS STD/

AND SEGMENT CLASS LNS. TYPE SIG. MI. (MI.) AREA MAX VOL STA # AADT FACTOR FACTOR MAX VOL VOLUME LOS

Azalea Drive

US 98 to Benning Drive Major 2 Undivided 0 0.000 1.006 Urbanized (D) 5154 2010 2,700 B 0.090 0.565 (D) 137 B

Collector 35MPH 24,200 2011 2,400 B 1,190 122 B

2012 2,050 B 104 B

2013 2,200 B 112 B

2014 2,700 B 137 B

2015 2,500 B 127 B

% of MV 2016 3,200 B 163 B

14.88% 2017 3,600 B 183 B

0.000-1.006 16.42% 2022 3,975 B 202 B

Roadway ID 57000113 18.13% 2027 4,388 B 223 B

Legion Drive

Benning Drive to Main Street Major 2 Undivided 1 1.362 0.734 Urbanized (D) 2014 400 C 0.090 0.565 20 C

Collector 25MPH 14800 2015 400 C 20 C% of MV 2016 11,600 D 590 D

90.54% 2017 13,400 D 681 D

1.006-1.835 99.96% 2022 14,795 D 752 E*

Roadway ID 57000113 110.37% 2027 16,335 F* 831 F*

Airport Drive

Main Street to Commons Drive Major 4 Divided 2 1.429 1.400 Urbanized (D) 5026 24,000 2007 15,100 D 0.09 0.56 (D) 761 D

Collector 35MPH 32,400 2008 14,400 C 1,630 726 C

2009 14,800 D 746 D

2010 14,500 C 731 D

2011 7,700 C 388 C

2012 6,900 C 348 C

2013 16,800 D 847 D

2014 19,300 D 973 D

2015 19,000 D 958 D

% of MV 2016 21,000 D 1,058 D

74.07% 2017 24,000 D 1,210 D

0.240-1.640 81.78% 2022 26,498 D 1,335 D

Roadway ID 57508000 90.30% 2027 29,256 D 1,474 D

Commons Drive to US 98 Major 4 Divided 2 8.333 0.240 Urbanized (D) 5131 7,600 2007 6,900 C 0.09 0.56 (D) 348 C

Collector 35MPH 32,400 2008 6,700 C 1,630 338 C

2009 6,100 C 307 C

2010 6,200 C 312 C

2011 15,200 D 766 D

2012 15,700 D 791 D

2013 6,100 C 307 C

2014 6,400 C 323 C

2015 6,600 C 333 C

% of MV 2016 6,900 C 348 C

23.46% 2017 7,600 C 383 C

0.000-0.240 25.90% 2022 8,391 C 423 C

Roadway ID 57508000 28.59% 2027 9,264 C 467 C

CONGESTION MANAGEMENT PROCESS 2017 LEVEL OF SERVICE ANALYSIS - OKALOOSA COUNTY'S COUNTY ROADS

AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

5027 13400

3,600

(D)

750

Okaloosa County, County Roads

1





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

Commons Drive

Airport Road to SR 293 Major 4 Divided 1 0.450 2.220 317 19,500 2010 9,500 C 470 C

Collector 35MPH 311 N/A 2011 15,600 C 772 C

2 Undivided 316 N/A 2012 11,200 C 554 C

30MPH 2013 11,800 C 584 C

2014 13,000 C 644 C

2015 17,500 D* 866 D*

% of MV 2016 19,000 D* 941 D*

N/A 2017 19,500 D* 965 D*

0.000-2.220 N/A 2022 21,530 D* 1,066 D*

Roadway ID 57000118 N/A 2027 23,770 D* 1,177 D*

Indian Bayou Drive

US 98 to Commons Drive Major 2 Undivided 0 0.000 0.040 Urbanized (D) 5903 7,000 2013 4,200 B 0.090 0.565 (D) 214 B

Collector 25MPH 24,200 2014 5,100 B 1,190 259 B

2015 4,900 B 249 B

% of MV 2016 5,300 B 270 B

28.93% 2017 7,000 B 356 B

0.000-0.040 31.94% 2022 7,729 B 393 B

Roadway ID 57000117 35.26% 2027 8,533 B 434 C

College Boulevard/CR 190

SR 85 to Urban Boundary Major 2 Undivided 0 0.000 0.901 Trans (C) 1500 6,300 2007 - - 0.09 0.55 (C) - -

Collector 45MPH 17,300 2008 7,300 B 850 - -

2009 7,100 B - -

2010 5,600 B 277 B

2011 5,900 B 292 B

2012 5,300 B 262 B

2013 5,300 B 262 B

2014 5,600 B 277 B

2015 6,000 B 297 B

% of MV 2016 6,300 B 312 B

39.31% 2017 6,800 B 337 B

0.000-0.901 43.40% 2022 7,508 B 372 B

Roadway ID 57507001 47.91% 2027 8,289 B 410 B

Urban Boundary to SR 85 Major 2 Undivided 0 0.000 1.695 Urbanized (D) 1514 9,300 2007 9,300 C 0.090 0.565 (D) 473 C

Collector 35MPH 24,200 2008 8,900 C 1,190 453 C

2009 6,900 B 351 B

2010 8,100 B 412 B

2011 7,400 B 376 B

2012 8,100 B 412 B

2013 6,200 B 315 B

2014 7,200 B 366 B

2015 8,100 B 412 B

% of MV 2016 8,200 B 417 B

38.43% 2017 9,300 C 473 C

0.901-2.596 42.43% 2022 10,268 C 522 C

Roadway ID 57507001 46.85% 2027 11,337 C 576 C


2





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

Galiver Cutoff/CR 189

US 90 to SR 4 Minor 2 Undivided 0 0.000 4.508 Rural (C) 170 2,600 2007 2,500 B 0.095 0.55 (C) 131 B

Arterial 55MPH 8,400 2008 2,500 B 430 131 B

2009 2,600 B 136 B

2010 2,400 B 125 B

2011 2,400 B 125 B

2012 2,600 B 136 B

2013 2,600 B 136 B

2014 2,200 B 115 B

2015 2,900 B 152 B

% of MV 2016 2,800 B 146 B

30.95% 2017 2,600 B 136 B

0.000-4.508 34.17% 2022 2,871 B 150 B

Roadway ID 57510000 37.73% 2027 3,169 B 166 B

Old River Road/CR 397

US 90 to CR 2 Minor 2 Undivided 0 0.000 15.602 Rural (C) 278 1,300 2007 1,300 B 0.095 0.55 (C) 68 B

Collector 35MPH 8,400 5901 600 2008 1,300 B 430 68 B

5902 100 2009 1,300 B 68 B

2010 1,300 B 68 B

2011 917 B 48 B

2012 830 B 43 B

2013 830 B 43 B

3.873-4.964 2014 727 B 38 B

Roadway ID 57620000 2015 713 B 37 B

0.000-7.043 % of MV 2016 800 B 42 B

Roadway ID 57000031 7.94% 2017 667 B 35 B

0.000-7.468 8.77% 2022 736 B 38 B

Roadway ID 57000061 9.68% 2027 813 B 42 B

CR 2

SR 189 to SR 85 Minor 2 Undivieded 0 0.000 9.431 Rural (C) 301 450 2007 450 B 0.095 0.55 (C) 24 B

Collector 55MPH 8,400 2008 350 B 430 18 B

2009 450 B 24 B

2010 450 B 24 B

2011 450 B 24 B

2012 400 B 21 B

2013 400 B 21 B

2014 350 B 18 B

2015 400 B 21 B

% of MV 2016 450 B 24 B

5.36% 2017 450 B 24 B

0.000-9.431 5.91% 2022 497 B 26 B

Roadway ID 57100000 6.53% 2027 549 B 29 B


3





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

CR 393

US 90 to Steelmill Creek Road Major 2 Undivided 0 0.000 12.250 Rural (C) 217 1,850 2007 1,900 B 0.095 0.55 (C) 99 B

Collector 50MPH 8,400 2008 1,650 B 430 86 B

2009 1,700 B 89 B

2010 1,700 B 89 B

2011 1,650 B 86 B

2012 1,400 B 73 B

2013 1,400 B 73 B

2014 1,500 B 78 B

2015 1,650 B 86 B

% of MV 2016 1,900 B 99 B

22.02% 2017 1,850 B 97 B

0.000-12.250 24.32% 2022 2,043 B 107 B

Roadway ID 57570000 26.85% 2027 2,255 B 118 B

Steelmill Creek Road to SR 85 Major 2 Undivided 0 0.000 3.454 Rural (C) 200 500 2014 400 B 0.095 0.55 (C) 21 B

Collector 50MPH 8,400 2015 400 B 430 21 B

% of MV 2016 600 B 31 B

5.95% 2017 500 B 26 B

12.250-15.704 6.57% 2022 552 B 29 B

Roadway ID 57570000 7.26% 2027 609 B 32 B

Steelmill Creek Road/CR 2

Third Street to CR 393 Minor 2 Undivided 0 0.000 5.269 Rural (C) 8 300 2007 350 B 0.095 0.55 (C) 18 B

Collector 45MPH 8,400 2008 300 B 430 16 B

2009 300 B 16 B

2010 350 B 18 B

2011 250 B 13 B

2012 250 B 13 B

2013 250 B 13 B

2014 250 B 13 B

2015 300 B 16 B

0.000-1.700 % of MV 2016 250 B 13 B

Roadway ID 57509500 3.57% 2017 300 B 16 B

0.000-3.569 3.94% 2022 331 B 17 B

Roadway ID 57000029 4.35% 2027 366 B 19 B

CR 393 to Okaloosa County Line Minor 2 Undivided 0 0.000 1.163 Rural (C) 10 350 2007 550 B 0.095 0.55 (C) 29 B

Collector 45MPH 8,400 2008 400 B 430 21 B

2009 400 B 21 B

2010 400 B 21 B

2011 300 B 16 B

2012 350 B 18 B

2013 350 B 18 B

2014 300 B 16 B

2015 300 B 16 B

% of MV 2016 300 B 16 B

4.17% 2017 350 B 18 B

0.000-1.163 4.60% 2022 386 B 20 B

Roadway ID 57509000 5.08% 2027 427 B 22 B


4





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

CR 4

Antioch Road Urban 2 Undivided 0 0.000 3.022 Trans (C) 280 8,900 2007 6,600 B 0.09 0.55 (C) 327 B

SR 10 (US 90) Collector 35 MPH 17,300 2008 6,200 B 850 307 B

to Addison Place 2009 7,000 B 347 B

2010 7,000 B 347 B

2011 6,700 B 332 B

2012 6,700 B 332 B

2013 6,700 B 332 B

2014 7,400 B 366 B

2015 7,900 B 391 B

% of MV 2016 8,100 B 401 B

51.45% 2017 8,900 B 441 B

0.000 - 3.022 56.80% 2022 9,826 C 486 C

Roadway ID 57620000 62.71% 2027 10,849 C 537 C

Addison Place to Urban 2 Undivided 0 0.000 2.583 Trans (C) 284 3,200 2007 14,500 C 0.09 0.55 (C) 718 C

SR 85 S Ferdon Boulevard Collector 45 MPH 17,300 283 18,000 2008 15,000 C 850 743 C

2009 16,500 C 817 C

2010 17,500 D* 866 D*

2011 1,900 B 94 B

2012 1,600 B 79 B

2013 2,500 B 124 B

2014 10,750 C 532 C

2015 10,200 C 505 C

% of MV 2016 10,550 C 522 C

61.27% 2017 10,600 C 525 C

0.000 - 2.583 67.65% 2022 11,703 C 579 C

Roadway ID 57620500 74.69% 2027 12,921 C 640 C

P.J. Adams Parkway

CR 4 Antioch Road to Urban 2 Undivided 1 0.534 1.874 Trans (C) 283 18,000 2007 14,500 D* 0.09 0.55 (C) 718 D*

SR 85 S Ferdon Boulevard Collector 45 MPH 14,400 2008 15,000 D* 710 743 D*

2009 16,500 F* 817 F*

2010 17,500 F* 866 F*

2011 16,500 F* 817 F*

2012 16,500 F* 817 F*

2013 19,000 F* 941 F*

2014 17,500 F* 866 F*

2015 16,500 F* 817 F*

% of MV 2016 18,000 F* 891 F*

125.00% 2017 18,000 F* 891 F*

0.000 - 1.874 138.01% 2022 19,873 F* 984 F*

Roadway ID 57620501 152.37% 2027 21,942 F* 1,086 F*

Updated 2018, using 2012 FDOT LOS Tables. LOS Standards and Max Allowable Volumes are based on those established for State Roadways. "E" following the count indicates an estimated count. "T" following the Count Station number indicated a

Telemetered Traffic Monitoring Site. These Tables Are For General Purposes Only. Not To Be Used For Concurrency Management Purposes. Prepared for the FY 2015/16 Transportation Planning Organization Congestion Management Process.


5





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

CR 20

Hill Avenue Minor 2 Undivided 1 1.374 0.728 Urbanized (D) 5142 N/A 2007 19,750 F* 0.09 0.565 (D) 1,004 F*

Hollywood Boulevard Arterial 35 MPH 14,800 5097 20,500 2008 18,250 F* 750 928 F*

to Lovejoy Road 2009 16,750 F* 852 F*

2010 16,750 F* 852 F*

2011 16,000 F* 814 F*

2012 17,000 F* 864 F*

2013 17,000 F* 864 F*

2014 18,500 F* 941 F*

2015 19,000 F* 966 F*

% of MV 2016 19,000 F* 966 F*

138.51% 2017 20,500 F* 1,042 F*

0.289 - 1.017 152.93% 2022 22,634 F* 1,151 F*

Roadway ID 57000112 168.85% 2027 24,989 F* 1,271 F*

Martin Luther Minor 3 Undivided 0 0.000 0.168 Urbanized (D) 5141 31,500 2007 28,750 C 0.09 0.55 (D) 1,423 C

King Jr. Boulevard Arterial 25 MPH 44,900 5101 26,500 2008 26,500 C 2,215 1,312 C

Lovejoy Road to 2009 25,250 C 1,250 C

Ajax Drive 2010 24,750 C 1,225 C

2011 24,750 C 1,225 C

2012 23,250 C 1,151 C

2013 26,000 C 1,287 C

2014 24,500 C 1,213 C

2015 26,250 C 1,299 C

% of MV 2016 27,500 C 1,361 C

64.59% 2017 29,000 C 1,436 C

1.017 - 1.185 71.31% 2022 32,018 C 1,585 C

Roadway ID 57000112 78.73% 2027 35,351 D 1,750 D

Ajax Drive to Minor 4 Divided 1 0.496 2.015 Urbanized (D) 5141 31,500 2007 28,750 C 0.09 0.56 (D) 1,449 C

Hurlburt Field Road Arterial 45 MPH 39,800 5101 26,500 2008 26,500 C 2,000 1,336 C

2009 25,250 C 1,273 C

2010 24,750 C 1,247 C

2011 24,750 C 1,247 C

2012 23,250 C 1,172 C

2013 26,000 C 1,310 C

2014 24,500 C 1,235 C

2015 26,250 C 1,323 C

% of MV 2016 27,500 C 1,386 C

72.86% 2017 29,000 C 1,462 C

1.185 - 3.200 80.45% 2022 32,018 C 1,614 C

Roadway ID 57000112 88.82% 2027 35,351 C 1,782 C




6





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

CR 20 contd.

Martin Luther Minor 4 Divided 3 2.449 1.225 Urbanized (D) 5115 21,500 2007 29,500 C 0.09 0.56 (D) 1,487 C

King Jr. Boulevard/ Arterial 45 MPH 39,800 2008 26,500 C 2,000 1,336 C

Green Acres Drive 2009 20,500 C 1,033 C

Hurlburt Field Road 2010 18,700 C 942 C

to Beal Parkway 2011 19,300 C 973 C

2012 19,700 C 993 C

2013 18,800 C 948 C

2014 18,400 C 927 C

2015 17,900 C 902 C

3.200 - 3.678 Hurlburt Field Rd to Green Acres Boulevard % of MV 2016 19,400 C 978 C

Roadway ID 57000112 54.02% 2017 21,500 C 1,084 C

0.000 - 0.747 Green Acres Blvd. to Beal Pkwy 59.64% 2022 23,738 C 1,196 C

Roadway ID 57630000 65.85% 2027 26,208 C 1,321 C

CR 30B

Benning Drive Urban 2 Undivided 1 2.833 0.353 Urbanized (D) 5135 3,600 2007 4,100 C 0.09 0.55 (D) 203 C

US 98 (SR 30) to Collector 45 MPH 17,700 2008 4,400 C 880 218 C

Legion Drive 2009 4,500 C 223 C

2010 4,100 C 203 C

2011 3,600 C 178 C

2012 3,000 C 149 C

2013 3,000 C 149 C

2014 3,000 C 149 C

2015 2,900 C 144 C

% of MV 2016 2,800 C 139 C

20.34% 2017 3,600 C 178 C

0.000 - 0.353 22.46% 2022 3,975 C 197 C

Roadway ID 57502000 24.79% 2027 4,388 C 217 C

CR 188

Old Bethel Road Urban 2 Undivided 0 0.000 0.081 Trans (C) 303 4,100 2007 5,000 B 0.09 0.55 (C) 248 B

Jones Road to CB Drive Collector 30 MPH 17,300 2008 5,000 B 840 248 B

2009 5,100 B 252 B

2010 5,500 B 272 B

2011 4,300 B 213 B

2012 4,300 B 213 B

2013 4,100 B 203 B

2014 4,200 B 208 B

2015 4,100 B 203 B

% of MV 2016 4,000 B 198 B

27.75% 2017 4,800 B 238 B

0.583 - 0.664 30.63% 2022 5,300 B 262 B

Roadway ID 57501000 33.82% 2027 5,851 B 290 B




7





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

CR 188 contd.

Old Bethel Road Urban 2 Divided 1 1.946 0.514 Trans (C) 303 4,800 2007 5,000 C 0.09 0.57 (C) 257 C

CB Drive to SR 85 Collector 30 MPH 6,500 2008 5,000 C 710 257 C

2009 5,100 C 262 C

2010 5,500 C 282 C

2011 4,300 C 221 C

2012 4,300 C 221 C

2013 4,100 C 210 C

2014 4,200 C 215 C

2015 4,100 C 210 C

% of MV 2016 4,000 C 205 C

73.85% 2017 4,800 C 246 C

0.664 - 1.178 81.53% 2022 5,300 C 272 C

Roadway ID 57501000 90.02% 2027 5,851 C 300 C

Airport Road Urban 2 Undivided 0 0.000 1.525 Trans (C) 289 6,300 2007 5,900 B 0.09 0.55 (C) 292 B

SR 85 to John Collector 30 MPH 17,300 2008 5,500 B 850 272 B

Givens Road 2009 6,500 B 322 B

2010 6,600 B 327 B

2011 5,900 B 292 B

2012 6,000 B 297 B

2013 6,000 B 297 B

2014 6,600 B 327 B

2015 6,000 B 297 B

% of MV 2016 7,000 B 347 B

36.42% 2017 6,300 B 312 B

1.178 - 2.703 40.21% 2022 6,956 B 344 B

Roadway ID 57501000 44.39% 2027 7,680 B 380 B

CR 1719

College Boulevard Major 2 Undivided 1 0.488 2.050 Urbanized (D) 1508 10,700 2007 10,000 C 0.09 0.55 (D) 495 C

SR85 to SR285 Collector: 45 MPH 17,700 5118 6,700 2008 8,600 C 880 426 C

SR 85 to 1516 N/A 2009 8,833 C 437 C

0.4 mi east 2010 8,400 C 416 C

of SR 85; 2011 9,300 C 460 C

Urban 2012 8,800 C 436 C

Collector: 2013 8,350 C 413 C

0.4 mi east 2014 7,450 C 369 C

of SR 85 2015 7,800 C 386 C

% of MV 2016 7,700 C 381 C

49.15% 2017 8,700 C 431 C

0.000 - 2.050 54.27% 2022 9,606 C 475 C

Roadway ID 57507000 59.92% 2027 10,605 C 525 C




8





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

CR 2367 (Niceville)

Palm Boulevard Local 2 Undivided 1 0.870 1.150 Urbanized (D) 5119 5,800 2007 9,050 C 0.09 0.55 (D) 448 C

Valparaiso Blvd to Urban 25 MPH 17,700 5120 7,500 2008 6,850 C 880 339 C

John Sims Parkway 2009 6,500 C 322 C

(SR 20) 2010 6,750 C 334 C

2011 6,100 C 302 C

2012 6,500 C 322 C

2013 5,850 C 290 C

2014 6,650 C 329 C

2015 6,200 C 307 C

% of MV 2016 6,200 C 307 C

37.57% 2017 6,650 C 329 C

0.000 - 1.150 41.48% 2022 7,342 C 363 C

Roadway ID 57540101 45.80% 2027 8,106 C 401 C

SR 20 to College Local 2 Undivided 1 0.853 1.173 Urbanized (D) 5121 8,000 2007 7,650 C 0.09 0.55 (D) 379 C

Boulevard Urban 25 MPH 17,700 5117 4,200 2008 8,250 C 880 408 C

2009 8,300 C 411 C

2010 6,600 C 327 C

2011 8,100 C 401 C

2012 7,450 C 369 C

2013 7,650 C 379 C

2014 6,700 C 332 C

2015 6,500 C 322 C

% of MV 2016 6,700 C 332 C

35.31% 2017 6,250 C 309 C

1.150 - 2.323 38.99% 2022 6,901 C 342 C

Roadway ID 57540101 43.04% 2027 7,619 C 377 C

CR 2386

Lovejoy Road Urban 2 Undivided 1 0.894 1.118 Urbanized (D) 5100 9,300 2007 9,600 C 0.09 0.55 (D) 475 C

Hill Avenue to SR 393/ Collector 45 MPH 17,700 5099 7,000 2008 7,950 C 880 394 C

Mary Esther Cut-off 2009 8,000 C 396 C

2010 8,250 C 408 C

2011 7,000 C 347 C

2012 6,850 C 339 C

2013 6,750 C 334 C

2014 6,750 C 334 C

2015 7,950 C 394 C

% of MV 2016 7,300 C 361 C

46.05% 2017 8,150 C 403 C

0.357 - 1.475 50.84% 2022 8,998 C 445 C

Roadway ID 57610501 56.13% 2027 9,935 C 492 C




9





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

CR 2390

Hollywood Boulevard Urban 2 Divided 0 0.000 0.281 Urbanized (D) 5139 7,500 2007 10,700 C 0.09 0.55 (D) 530 C

Hill Avenue to Cristobal Collector 10 MPH 24,200 5168 20,000 2008 10,400 C 1,190 515 C

Road 2009 8,300 B 411 B

2010 7,600 B 376 B

2011 6,500 B 322 B

2012 7,200 B 356 B

2013 7,900 B 391 B

2014 8,300 B 411 B

2015 13,150 C 651 C

% of MV 2016 13,000 C 644 C

56.82% 2017 13,750 C 681 C

0.000 - 0.281 62.73% 2022 15,181 C 751 C

Roadway ID 57000111 69.26% 2027 16,761 C 830 C

Cristobal Road to Urban 4 Divided 1 1.916 0.522 Urbanized (D) 5139 7,500 2007 10,700 C 0.09 0.56 (D) 539 C

Mary Esther Boulevard Collector 10 MPH 32,400 2008 10,400 C 1,630 524 C

2009 8,300 C 418 C

2010 7,600 C 383 C

2011 6,500 C 328 C

2012 7,200 C 363 C

2013 7,900 C 398 C

2014 8,300 C 418 C

2015 7,800 C 393 C

% of MV 2016 7,500 C 378 C

23.15% 2017 7,500 C 378 C

0.281 - 0.803 25.56% 2022 8,281 C 417 C

Roadway ID 57000111 28.22% 2027 9,142 C 461 C

Mary Esther Boulevard Urban 2 Undivided 5 1.662 3.008 Urbanized (D) 5127 N/A 2007 14,625 D 0.09 0.565 (D) 744 D

to SR85 Collector 35 MPH 14,800 5111 10,200 2008 12,200 D 750 620 D

5092 10,700 2009 11,550 D 587 D

5116 16,500 2010 11,300 D 575 D

5065 11,600 2011 10,725 D 545 D

2012 10,925 D 556 D

2013 10,650 D 542 D

2014 11,325 D 576 D

2015 11,800 D 600 D

% of MV 2016 12,450 D 633 D

82.77% 2017 12,250 D 623 D

0.000 - 3.008 91.39% 2022 13,525 D 688 D

Roadway ID 57000111 100.90% 2027 14,933 E 759 E*




10





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

CR 2390 (cont')

Bay Drive to Urban 4 Divided 0 0.000 0.960 Urbanized (D) 5114 7,900 2007 9,500 B 0.09 0.55 (D) 470 B

SR 85 (Egli n Pkwy) Collector 35 MPH 65,600 5165 4,000 2008 8,700 B 3,240 431 B

2009 8,100 B 401 B

2010 8,200 B 406 B

2011 7,500 B 371 B

2012 7,500 B 371 B

2013 8,500 B 421 B

2014 5,650 B 280 B

2015 7,100 B 351 B

% of MV 2016 5,650 B 280 B

8.69% 2017 5,700 B 282 B

1.270 - 2.230 9.59% 2022 6,293 B 312 B

Roadway ID 57000019 10.59% 2027 6,948 B 344 B

General Bond Road

SR189 to SR85 Urban 2 One-Way 0 0.000 1.200 Urbanized (D) 308 N/A 2007 12,000 B 0.09 0.55 (D) 594 B

Collector 35 MPH 39,360 2008 9,800 B 3,240 485 B

2009 10,000 B 495 B

2010 10,500 B 520 B

2011 9,900 B 490 B

2012 9,900 B 490 B

2013 N/A N/A N/A N/A



% of MV 2016 N/A N/A N/A N/A

N/A 2017 N/A N/A N/A N/A

N/A 2022 N/A N/A N/A N/A

Roadway ID - Not Identified N/A 2027 N/A N/A N/A N/A

Main Street (Destin)

US 98 (SR 30) to Urban 4 Divided 1 1.916 0.522 Urbanized (D) 5133 11,200 2007 12,000 C 0.09 0.56 (D) 605 C

Airport Road Local 30 MPH 32,400 2008 11,300 C 1,630 570 C

2009 8,900 C 449 C

2010 9,600 C 484 C

2011 9,100 C 459 C

2012 9,100 C 459 C

2013 8,700 C 438 C

2014 9,300 C 469 C

2015 9,200 C 464 C

% of MV 2016 9,000 C 454 C

34.57% 2017 11,200 C 564 C

0.000 - 0.522 38.17% 2022 12,366 C 623 C

Roadway ID 57600001 42.14% 2027 13,653 C 688 C




11





AADT

VOLUME AADT LOS

AADT

ANALYSIS

YEAR

Santa Rosa Boulevard

Eglin AFB Boundary to Urban 4 Divided 1 0.461 2.171 Urbanized (D) 5129 14,000 2007 16,000 D 0.09 0.56 (D) 806 D

US98 (SR30) Collector 35 MPH 32,400 2008 16,400 D 1,630 827 D

2009 16,000 D 806 D

2010 15,600 D 786 D

2011 18,300 D 922 D

2012 13,200 C 665 C

2013 13,300 C 670 C

2014 13,600 C 685 C

2015 14,000 C 706 C

% of MV 2016 14,400 C 726 C

43.52% 2017 14,100 C 711 C

0.000 - 2.171 48.05% 2022 15,568 D 785 D

Roadway ID 57000110 53.05% 2027 17,188 D 866 D

White Point Road Urban 2 Divided 1 0.179 5.596 Urbanized (D) 295 5,300 2007 20,000 F* 0.09 0.565 (D) 1,017 F*

Mid-Bay Bridge (south Collector 35 MPH 14,800 2008 19,500 F* 750 992 F*

approach) to SR 20 2009 20,300 F* 1,032 F*

2010 18,700 F* 951 F*

Moved to county segment because of 2011 traffic and Mid-Bridge Ext. (SR 293) will have traffic ounts in 2012 2011 7,500 D 381 D

2012 6,600 C 336 C

2013 6,100 C 310 C

2014 5,300 C 270 C

FDOT 2015 5,200 C 264 C

% of MV 2016 5,500 C 280 C

35.81% 2017 5,300 C 270 C

0.982 - 6.578 39.54% 2022 5,852 C 298 C

Roadway ID 57518000 43.65% 2027 6,461 C 329 C




12


PAGE | B

APPENDIX B: WALTON COUNTY LEVEL OF SERVICE TABLES (2015)

TOTAL SEG. LOS (STD) FDOT PK HR. / PK DIR.

STATE ROAD FUNC. NO. FACILITY # OF LTH LOS & COUNT 2017 ANALYSIS AADT AADT K D LOS STD/

AND SEGMENT CLASS LNS. TYPE SIG. (MI.) AREA MAX VOL STA # AADT YEAR VOLUME LOS FACTOR FACTOR MAX VOL VOLUME LOS

SR 8 (I-10)

Okaloosa County Line Principal 4 Divided 0 2.455 Trans (C) 2004 20,500 2007 18,900 B 0.09 0.55 (C) 936 B

to SR 285 Arterial 55 MPH 57,600 (Oka. Co. 2008 18,300 B 2,880 906 B

Count 2009 17,000 B 842 B

Station) 2010 17,200 B 851 B

2011 16,500 B 817 B

2012 19,400 B 960 B

2013 17,500 B 866 B

2014 17,600 B 871 B

2015 19,400 B 960 B

0.000 - 2.455 % of MV 2016 22,500 B 1,114 B

Roadway ID 60002000 35.59% 2017 20,500 B 1,015 B


43.38% 2027 24,989 B 1,237 B

SR 285 to SR 83 (US 331) Principal 4 Divided 0 15.106 Trans (C) 9928 T N/A 2007 19,802 B 0.09 0.55 (C) 980 B

Arterial 55 MPH 57,600 201 N/A 2008 19,100 B 2,880 945 B

366 T 24,487 2009 18,812 B 931 B

2010 19,526 B 967 B

2011 18,676 B 924 B

2012 18,490 B 915 B

2013 19,156 B 948 B

2014 19,993 B 990 B

2015 21544 B 1,066 B

2.455 - 17.561 % of MV 2016 22,025 B 1,090 B

Roadway ID 60002000 42.51% 2017 24487 B 1,212 B


51.82% 2027 29,850 B 1,478 B

SR 83 (US 331) to the Principal 4 Divided 0 3.039 Trans (C) 287 T 21,687 2007 19,799 B 0.09 0.55 (C) 980 B

OK-WL MPA Boundary Arterial 45 MPH 57,600 2008 19,100 B 2,880 945 B

(east of County 2009 19,335 B 957 B

Highway 280) 2010 19,274 B 954 B

2011 18,610 B 921 B

2012 18,372 B 909 B

2013 18,856 B 933 B

2014 19,556 B 968 B

2015 19,556 B 968 B

17.561 - 20.600 % of MV 2016 20,857 B 1,032 B

Roadway ID 60002000 37.65% 2017 21,687 B 1,074 B


45.90% 2027 26,436 B 1,309 B

Updated 2018, using 2012 FDOT LOS Tables. LOS Standards and Max Allowable Volumes are based on those established for State Roadways. "E" following the count indicates an estimated count. "T" following the Count

Station number indicated a Telemetered Traffic Monitoring Site. These Tables Are For General Purposes Only. Not To Be Used For Concurrency Management Purposes. Prepared for the FY 2015/16 Transportation Planning

Organization Congestion Management Process.

CONGESTION MANAGEMENT PROCESS 2017 LEVEL OF SERVICE ANALYSIS - WALTON COUNTY'S STATE ROADS

AADT

Walton County, State Roads

1





AADT

SR 8 (I-10) (cont.)

OK-WL MPA Boundary Principal 4 Divided 0 6.854 Rural (B) 287 T 21,687 2007 19,799 B 0.105 0.555 (B) 1,154 B

(east of County Arterial 70 MPH Undev 28,800 2008 19,100 B 1,680 1,113 B

Highway 280) to the 2009 19,335 B 1,127 B

Holmes County Line 2010 19,274 B 1,123 B

2011 18,610 B 1,084 B

2012 18,372 B 1,071 B

2013 18,856 B 1,099 B

2014 19,556 B 1,140 B

2015 19,556 B 1,140 B

20.600 - 27.454 % of MV 2016 20,857 B 1,215 B

Roadway ID 60002000 75.30% 2017 21,687 B 1,264 B


91.79% 2027 26,436 B 1,541 B

SR10 (US90)

Okaloosa County Line Minor 2 Undivided 0 2.681 Trans (C) 6 8,000 2007 6,600 B 0.09 0.55 (C) 327 B

to SR 285 Arterial 55 MPH 17,300 124 5,900 2008 6,200 B 850 307 B

2009 6,100 B 302 B

2010 6,500 B 322 B

2011 6,600 B 327 B

2012 6,400 B 317 B

2013 5,900 B 292 B

2014 5,600 B 277 B

2015 5,950 B 295 B

% of MV 2016 6,900 B 342 B

40.17% 2017 6,950 B 344 B

0.000 - 2.681 44.35% 2022 7,673 B 380 B

Roadway ID 60010000 48.97% 2027 8,472 B 419 B

SR 285 to SR 187 / US 331 Minor 2 Undivided 1 12.152 Trans (C) 101 8,300 2007 7,750 C 0.09 0.55 (C) 384 C

Arterial 55 MPH 14,400 6 8,000 2008 6,850 C 710 339 C

2009 6,650 C 329 C

2010 6,950 C 344 C

2011 6,900 C 342 C

2012 6,800 C 337 C

2013 6,450 C 319 C

2014 6,400 C 317 C

2015 8,100 C 401 C

% of MV 2016 8,000 C 396 C

56.60% 2017 8,150 C 403 C

2.681 - 14.833 62.49% 2022 8,998 C 445 C

Roadway ID 60010000 68.99% 2027 9,935 C 492 C





2





AADT

SR10 (US90) (cont.)

SR 187 / US331 to Minor 4 Divided 3 2.959 Trans (C) 1502 9,700 2007 11,350 C 0.09 0.57 (C) 582 C

Dorsey Avenue Arterial 45 MPH 34,000 1504 13,300 2008 12,050 C 1,740 618 C

5006 15,400 2009 10,450 C 536 C

5007 N/A 2010 10,875 C 558 C

5008 7,500 2011 10,100 C 518 C

2012 9,975 C 512 C

2013 10,175 C 522 C

2014 13,300 C 682 C

2015 10,850 C 557 C

14.833 - 17.792 % of MV 2016 11,225 C 576 C

Roadway ID 60010000 33.75% 2017 11,475 C 589 C

Segment is undivided from 5th Street to Baldwin Avenue 37.26% 2022 12,669 C 650 C

41.14% 2027 13,988 C 718 C

Dorsey Avenue to the Minor 2 Undivided 0 1.973 Trans (C) 1501 4,900 2007 6,950 B 0.09 0.55 (C) 344 B

OK-WL MPA Boundary Arterial 55 MPH 17,300 5009 N/A 2008 6,300 B 850 312 B

(County Highway 183) 2009 6,150 B 304 B

2010 6,000 B 297 B

2011 5,300 B 262 B

2012 5,150 B 255 B

2013 5,400 B 267 B

2014 4,800 B 238 B

2015 4,600 B 228 B

% of MV 2016 4,800 B 238 B

28.32% 2017 4,900 B 243 B

17.792 - 19.765 31.27% 2022 5,410 B 268 B

Roadway ID 60010000 34.53% 2027 5,973 B 296 B

OK-WL MPA Boundary Minor 2 Undivided 0 2.140 Rural (C) 10 3,200 2007 3,700 B 0.095 0.55 (C) 193 B

(County Highway 183) Arterial 55 MPH Developed 16,400 2008 3,400 B 850 178 B

to the Holmes County 2009 3,200 B 167 B

Line 2010 3,200 B 167 B

2011 3,100 B 162 B

2012 2,900 B 152 B

2013 3,000 B 157 B

2014 2,800 B 146 B

2015 3,200 B 167 B

% of MV 2016 3,200 B 167 B

17.07% 2017 2,800 B 146 B

19.765 - 21.905 18.85% 2022 3,091 B 162 B

Roadway ID 60010000 20.81% 2027 3,413 B 178 B





3





AADT

SR 20

Okaloosa County Line Principal 2 Undivided 0 2.148 Urbanized (D) 90 6,900 2007 5,300 B 0.09 0.55 (D) 262 B

to Mohawk Ave Arterial 55 MPH 24,200 2008 5,300 B 1,190 262 B

2009 5,200 B 257 B

2010 5,000 B 248 B

2011 5,100 B 252 B

2012 5,000 B 248 B

2013 5,100 B 252 B

2014 5,800 B 287 B

2015 5,800 B 287 B

% of MV 2016 6,300 B 312 B

28.51% 2017 6,900 B 342 B

0.000 - 2.148 31.48% 2022 7,618 B 377 B

Roadway ID 60030000 34.76% 2027 8,411 B 416 B

Mohawk Ave to Principal 2 Undivided 0 2.502 Urbanized (D) 90 6,900 2007 5,300 B 0.09 0.55 (D) 262 B

OK-WL Urbanized Area Arterial 55 MPH 24,200 2008 5,300 B 1,190 262 B

Boundary (east of Eastern 2009 5,200 B 257 B

Street in Grassy Cove) 2010 5,000 B 248 B

2011 5,100 B 252 B

2012 5,000 B 248 B

2013 5,100 B 252 B

2014 5,800 B 287 B

2015 5,800 B 287 B

% of MV 2016 6,300 B 312 B

28.51% 2017 6,900 B 342 B

2.148 - 4.650 31.48% 2022 7,618 B 377 B

Roadway ID 60030000 34.76% 2027 8,411 B 416 B

OK-WL Urbanized Principal 2 Undivided 0 4.421 Trans (C) 90 6,900 2007 5,300 B 0.09 0.55 (C) 262 B

Boundary (east of Eastern Arterial 55 MPH 17,300 2008 5,300 B 850 262 B

Street in Grassy Cove) to 2009 5,200 B 257 B

Basin Bayou 2010 5,000 B 248 B

2011 5,100 B 252 B

2012 5,000 B 248 B

2013 5,100 B 252 B

2014 5,800 B 287 B

2015 5,800 B 287 B

% of MV 2016 6,300 B 312 B

39.88% 2017 6,900 B 342 B

4.650 - 9.071 44.04% 2022 7,618 B 377 B

Roadway ID 60030000 48.62% 2027 8,411 B 416 B





4





AADT

SR 20 (cont.)

Basin Bayou to CR 83A Principal 2 Undivided 0 5.554 Trans (C) 89 7,200 2007 5,000 B 0.09 0.55 (C) 248 B

west end Arterial 45 MPH 17,300 2008 4,200 B 850 208 B

2009 4,700 B 233 B

2010 4,500 B 223 B

2011 4,700 B 233 B

2012 4,500 B 223 B

2013 4,800 B 238 B

2014 5,200 B 257 B

2015 5,200 B 257 B

% of MV 2016 6,000 B 297 B

41.62% 2017 7,200 B 356 B

9.071 - 14.625 45.95% 2022 7,949 B 393 B

Roadway ID 60030000 50.73% 2027 8,777 B 434 B

CR 83A west end Principal 2 Undivided 1 2.108 Trans (C) 89 7,200 2007 5,000 C 0.09 0.55 (C) 248 C

to CR 883 /Madison Street Arterial 45 MPH 14,400 2008 4,200 C 710 208 C

2009 4,700 C 233 C

2010 4,500 C 223 C

2011 4,700 C 233 C

2012 4,500 C 223 C

2013 4,800 C 238 C

2014 5,200 C 257 C

2015 5,200 C 257 C

% of MV 2016 6,000 C 297 C

50.00% 2017 7,200 C 356 C

14.625 - 16.733 55.20% 2022 7,949 C 393 C

Roadway ID 60030000 60.95% 2027 8,777 C 434 C

CR 883/Madison Street Principal 2 Undivided 1 1.010 Trans (C) 107 10,400 2007 13,800 C 0.09 0.55 (C) 683 C

to US 331/SR83 Arterial 45 MPH 14,400 2008 8,000 C 710 396 C

2009 7,400 C 366 C

2010 7,400 C 366 C

2011 7,500 C 371 C

2012 7,600 C 376 C

2013 7,800 C 386 C

2014 7,900 C 391 C

2015 8,400 C 416 C

% of MV 2016 9,400 C 465 C

72.22% 2017 10,400 C 515 C

16.733 - 17.743 79.74% 2022 11,482 C 568 C

Roadway ID 60030000 88.04% 2027 12,678 C 628 C





5





AADT

SR 20 (cont.)

US 331S / SR 83 to the Principal 2 Undivided 0 14.245 Trans (C) 69 7,100 2007 4,600 B 0.09 0.55 (C) 228 B

Washington County Line Arterial 45 MPH 17,300 2008 4,800 B 850 238 B

(OK-WL MPA Boundary) 2009 4,800 B 238 B

2010 4,700 B 233 B

2011 4,800 B 238 B

2012 5,000 B 248 B

2013 5,100 B 252 B

2014 5,600 B 277 B

2015 5,600 B 277 B

% of MV 2016 6,300 B 312 B

41.04% 2017 7,100 B 351 B

17.743 - 31.988 45.31% 2022 7,839 B 388 B

Roadway ID 60030000 50.03% 2027 8,655 B 428 B

SR 30 (US 98)

Okaloosa County line Principal 4 Divided 4 3.145 Urbanized (C) 168 T 51,324 2007 48,281 F* 0.098 0.55 (C) 2,602 F*

to Old US 98 / SR 30 Arterial 45 MPH 37,900 2008 47,000 F* 1,910 2,533 F*

2009 43,850 F* 2,364 F*

2010 43,300 F* 2,334 F*

2011 44,690 F* 2,409 F*

2012 44,907 F* 2,420 F*

2013 45,597 F* 2,458 F*

2014 46,910 F* 2,528 F*

2015 48,541 F* 2,616 F*

0.000 - 3.145 % of MV 2016 49,030 F* 2,643 F*

Roadway ID 60020001 135.42% 2017 51,324 F* 2,766 F*

Segment is on the Strategic Intermodal System 149.51% 2022 56,666 F* 3,054 F*

165.08% 2027 62,564 F* 3,372 F*

Old 98 / SR 30/ Gulf Principal 6 Divided 3 2.557 Urbanized (C) 253 49,000 2007 45,000 C 0.09 0.55 (C) 2,228 C

Pines to Mack Bayou Arterial 45 MPH 58,400 2008 44,000 C 2,940 2,178 C

Road 2009 39,000 C 1,931 C

2010 44,500 C 2,203 C

2011 43,500 C 2,153 C

2012 45,500 C 2,252 C

2013 46,500 C 2,302 C

2014 48,500 C 2,401 C

2015 51,000 C 2,525 C

3.025 - 5.582 % of MV 2016 47,000 C 2,327 C

Roadway ID 60020000 83.90% 2017 49,000 C 2,426 C


102.28% 2027 59,731 D 2,957 D





6





AADT

SR 30 (US 98) (cont.)

Mack Bayou Road Principal 4 Divided 2 1.743 Urbanized (C) 255 N/A 2007 34,000 C 0.09 0.55 (C) 1,683 C

To CR30A (west end) Arterial 45 MPH 37,900 257 41,500 2008 34,000 C 1,910 1,683 C

259 39,000 2009 35,750 C 1,770 C

2010 34,000 C 1,683 C

2011 35,500 C 1,757 C

2012 34,000 C 1,683 C

2013 36,500 C 1,807 C

2014 40,250 F* 1,992 D

2015 40,250 F* 1,992 D

5.582 - 7.325 % of MV 2016 40,250 F* 1,992 D

Roadway ID 60020000 105.54% 2017 40,000 F* 1,980 D


128.65% 2027 48,760 F* 2,414 F*

CR 30A (west end) to Principal 4 Divided 0 0.275 Urbanized (C) 252 33,500 2005 30,000 B 0.09 0.55 (C) 1,485 B

FHWA Arterial 55 MPH 51,800 2006 29,500 B 2,560 1,460 B

Boundary (east of CR 30A) 2007 28,000 B 1,386 B

2008 28,000 B 1,386 B

2009 24,000 B 1,188 B

2010 27,500 B 1,361 B

2011 29,500 B 1,460 B

2012 29,500 B 1,460 B

2013 31,500 B 1,559 B

7.325 - 7.600 % of MV 2014 33,000 B 1,634 B

Roadway ID 60020000 64.67% 2015 33,500 B 1,658 B


78.83% 2025 40,836 C 2,021 C

OK-WL FHWA Principal 4 Divided 1 2.512 Trans (C) 252 33,500 2007 28,000 C 0.09 0.55 (C) 1,386 C

Boundary (east of CR 30A) Arterial 45 MPH 34,000 2008 28,000 C 1,740 1,386 C

to CR 393 2009 24,000 C 1,188 C

2010 27,500 C 1,361 C

2011 29,500 C 1,460 C

2012 29,500 C 1,460 C

2013 31,500 C 1,559 C

2014 33,000 C 1,634 C

2015 33,500 C 1,658 C

7.600 - 10.112 % of MV 2016 36,000 F* 1,782 D*

Roadway ID 60020000 107.35% 2017 36,500 F* 1,807 D*


130.86% 2027 44,493 F* 2,202 F*





7





AADT

SR 30 (US 98) (cont.)

CR 393 to US 331 / Principal 4 Divided 1 2.980 Trans (C) 261 34,000 2007 24,500 C 0.09 0.55 (C) 1,213 C

SR 83 Arterial 55 MPH 34,000 2008 23,000 C 1,740 1,139 C

2009 21,500 C 1,064 C

2010 23,000 C 1,139 C

2011 24,000 C 1,188 C

2012 25,000 C 1,238 C

2013 27,500 C 1,361 C

2014 30,500 C 1,510 C

2015 31,000 C 1,535 C

10.112 - 13.092 % of MV 2016 31,500 C 1,559 C

Roadway ID 60020000 100.00% 2017 34,000 C 1,683 C


121.90% 2027 41,446 F* 2,052 F*

US 331/SR 83 to CR 395 Principal 4 Divided 2 3.092 Trans. (C) 141 27,500 2007 18,950 C 0.09 0.55 (C) 938 C

Arterial 55 MPH 34,000 265 24,500 2008 17,950 C 1,740 889 C

2009 16,650 C 824 C

2010 18,150 C 898 C

2011 18,300 C 906 C

2012 19,450 C 963 C

2013 21,500 C 1,064 C

2014 25,000 C 1,238 C

2015 23,500 C 1,163 C

13.092 - 16.184 % of MV 2016 24,250 C 1,200 C

Roadway ID 60020000 76.47% 2017 26,000 C 1,287 C


93.22% 2027 31,694 C 1,569 C

CR 395 to the Bay County Principal 4 Divided 0 8.062 Trans. (C) 270 18,300 2007 14,850 B 0.09 0.55 (C) 735 B

Urbanized Area Boundary Arterial 55 MPH 49,600 265 24,500 2008 14,250 B 2,450 705 B

(Side Camp Road) 2009 12,250 B 606 B

2010 15,100 B 747 B

2011 14,600 B 723 B

2012 15,800 B 782 B

2013 16,450 B 814 B

2014 16,450 B 814 B

2015 20,300 B 1,005 B

16.184 - 24.246 % of MV 2016 19,850 B 983 B

Roadway ID 60020000 43.15% 2017 21,400 B 1,059 B


52.59% 2027 26,086 B 1,291 B





8





AADT

SR 30 (US 98) (cont.)

Bay County Urbanized Principal 4 Divided 1 2.390 Urbanized (C) 270 18,300 2007 12,800 C 0.09 0.55 (C) 634 C

Area Boundary (Side Arterial 45 MPH 37,900 2008 12,000 C 1,910 594 C

Camp Road) to the Bay 2009 10,200 C 505 C

County Line (OK-WL 2010 13,200 C 653 C

MPA Boundary) 2011 12,100 C 599 C

2012 13,200 C 653 C

2013 13,400 C 663 C

2014 16,200 C 802 C

2015 19,100 C 945 C

24.246 - 26.636 % of MV 2016 17,700 C 876 C

Roadway ID 60020000 48.28% 2017 18,300 C 906 C


58.86% 2027 22,308 C 1,104 C

SR 81

SR 20 to the OK-WL MPA Major 2 Undivided 0 1.390 Trans (C) 245 3,200 2007 2,600 B 0.09 0.55 (C) 129 B

Boundary Collector 55 MPH 17,300 2008 2,100 B 850 104 B

2009 2,100 B 104 B

2010 1,900 B 94 B

2011 2,000 B 99 B

2012 2,100 B 104 B

2013 2,200 B 109 B

2014 2,200 B 109 B

2015 2,300 B 114 B

% of MV 2016 2,700 B 134 B

18.50% 2017 3,200 B 158 B

0.000 - 1.390 20.42% 2022 3,533 B 175 B

Roadway ID 60100000 22.55% 2027 3,901 B 193 B

OK-WL MPA Boundary Major 2 Undivided 0 11.721 Rural (C) 12 2,900 2007 2,900 B 0.09 0.55 (C) 144 B

(North of west end of Collector 45 MPH Undev 8,400 2008 2,600 B 430 129 B

Windmill Road) to CR 183 2009 2,100 B 104 B

2010 1,850 B 92 B

2011 1,950 B 97 B

2012 2,200 B 109 B

2013 2,200 B 109 B

2014 2,200 B 109 B

2015 2,100 B 104 B

% of MV 2016 2,700 B 134 B

34.52% 2017 2,900 B 144 B

1.390 - 13.111 38.12% 2022 3,202 B 158 B

Roadway ID 60100000 42.08% 2027 3,535 B 175 B





9





AADT

SR 81 (cont.)

CR 183 to the Major 2 Undivided 0 4.779 Rural (C) 12 2,900 2007 2,900 B 0.09 0.55 (C) 144 B

Holmes County Line Collector 55 MPH Undev 8,400 520018 2,800 2008 2,600 B 430 129 B

(Holmes 2009 2,400 B 119 B

County 2010 1,850 B 92 B

Count 2011 2,125 B 105 B

Station) 2012 2,450 B 121 B

2013 2,350 B 116 B

2014 2,200 B 109 B

2015 2,300 B 114 B

% of MV 2016 2,750 B 136 B

27.38% 2017 2,300 B 114 B

13.111 - 17.890 30.23% 2022 2,539 B 126 B

Roadway ID 60100000 33.38% 2027 2,804 B 139 B

SR 83 (US 331S)

SR 30 / US 98 to the Principal 4 Divided 1 2.110 Trans. (C) 123 16,300 2007 13,100 B 0.09 0.55 (C) 648 B

Choctawatchee Bay Arterial 45 MPH 49,600 2008 12,400 B 2,450 614 B

Bridge (south approach) 2009 12,200 B 604 B

2010 11,000 B 545 B

2011 11,200 B 554 B

2012 12,400 B 614 B

2013 12,200 B 604 B

2014 13,400 B 663 B

2015 14,000 B 693 B

0.000 - 2.110 % of MV 2016 15,000 B 743 B

Roadway ID 60040000 32.86% 2017 16,300 B 807 B

Segment is on the Strategic Intermodal System 36.28% 2022 17,997 B 891 B

Segment is divided from US 98 north approximately 1 mile. 40.06% 2027 19,870 B 984 B

Choctawatchee Bay Principal 2 Undivided 1 7.572 Trans. (C) 275 15,600 2007 12,000 C 0.09 0.55 (C) 594 C

Bridge (south approach) Arterial 55 MPH 14,400 2008 11,500 C 710 569 C

to SR 20 2009 11,500 C 569 C

2010 11,500 C 569 C

2011 11,700 C 579 C

2012 12,000 C 594 C

2013 13,500 C 668 C

2014 13,900 C 688 C

2015 14,500 D* 718 D*

2.110 - 9.682 % of MV 2016 15,700 D* 777 D*

Roadway ID 60040000 108.33% 2017 15,600 D* 772 D*

Segment is on the Strategic Intermodal System 119.61% 2022 17,224 F* 853 F*

132.06% 2027 19,016 F* 941 F*





10





AADT

SR 83 (US331) (cont.)

SR 20 to CR 883 / Madison Principal 2 Undivided 0 5.013 Trans. (C) 291 13,000 2007 N/A N/A 0.09 0.55 (C) N/A N/A

Street Arterial 17,300 2008 N/A N/A 850 N/A N/A

55 MPH 2009 N/A N/A N/A N/A


2011 8500 B 421 B

2012 9900 C 490 C

2013 9300 C 460 C

2014 10,500 C 520 C

2015 11,000 C 545 C

9.682-14.695 % of MV 2016 12,000 C 594 C

Roadway ID 60040000 75.14% 2017 13,000 C 644 C

Segment is on the Strategic Intermodal System 82.97% 2022 14,353 C 710 C

91.60% 2027 15,847 C 784 C

CR 883 / Madison Street to Principal 2 Undivided 0 7.513 Trans. (C) 290 16,500 2007 N/A N/A 0.09 0.55 (C) N/A N/A

Coy Burgess Loop Arterial 17,300 2008 N/A N/A 850 N/A N/A

55 MPH 2009 N/A N/A N/A N/A


2011 10000 C 495 C

2012 10200 C 505 C

2013 10400 C 515 C

2014 13,700 C 678 C

2015 14,300 C 708 C

4.891 - 12.404 % of MV 2016 15,400 C 762 C

Roadway ID 60050000 95.38% 2017 16,500 C 817 C

Segment is on the Strategic Intermodal System 105.30% 2022 18,217 D* 902 D*

116.26% 2027 20,113 D* 996 D*

Coy Burgess Loop to Principal 2 Undivided 1 1.618 Trans. (C) 1511 18,800 2007 12,600 C 0.09 0.55 (C) 624 C

I-10 Arterial 45 MPH 14,400 2008 15,800 D* 800 782 D*

2009 11,900 C 589 C

2010 16,000 D* 792 D*

2011 14,200 C 703 C

2012 15,100 D* 747 D*

2013 14,600 D* 723 D*

2014 15,300 D* 757 D*

% of MV 2015 15,400 D* 762 D*

12.404 - 14.022 106.94% 2016 17,100 F* 846 F*

Roadway ID 60050000 130.56% 2017 18,800 F* 931 F*


159.15% 2027 22,917 F* 1,134 F*





11





AADT

SR 83 North (cont.)

I-10 / SR 8 to Principal 4 Divided 5 2.082 Trans. (C) 5001 18,200 2007 18,050 C 0.09 0.55 (C) 893 C

US 90 / SR 10 Arterial 45 MPH 34,000 1503 18,700 2008 17,750 C 1,740 879 C

2009 16,800 C 832 C

2010 17,850 C 884 C

2011 16,350 C 809 C

2012 15,700 C 777 C

2013 15,550 C 770 C

2014 16,600 C 822 C

2015 16,700 C 827 C

14.022 - 16.104 % of MV 2016 17,700 C 876 C

Roadway ID 60050000 54.26% 2017 18,450 C 913 C


Segment is 4-lane divided .2 miles south of I-10 to .3 miles north of I-10 66.15% 2027 22,490 C 1,113 C

US 90 / SR 10 to the Minor 2 Undivided 0 2.974 Trans. (C) 5014 9,500 2007 8,000 B 0.09 0.55 (C) 396 B

OK-WL MPA Boundary Arterial 55 MPH 17,300 1506 7,500 2008 8,550 B 850 423 B

(N of Joe Anderson Rd) 2009 8,050 B 398 B

2010 8,850 B 438 B

2011 7,100 B 351 B

2012 7,550 B 374 B

2013 7,450 B 369 B

2014 7,900 B 391 B

2015 7,700 B 381 B

0.000 - 2.974 % of MV 2016 8,300 B 411 B

Roadway ID 60070000 49.13% 2017 8,500 B 421 B

Segment is on the Strategic Intermodal System 54.25% 2022 9,385 C 465 C

Segment is divided from SR10 north .33 miles 59.89% 2027 10,361 C 513 C

OK-WL MPA Boundary Minor 2 Undivided 0 4.895 Rural (B) 51 T 3,926 2007 3,197 B 0.09 0.55 (B) 158 B

(north of Joe Anderson Rd) Arterial 55 MPH Undev 4,700 2008 3,044 B 240 151 B

CR 185C 2009 3,178 B 157 B

2010 3,259 B 161 B

2011 3,339 B 165 B

2012 3,415 B 169 B

2013 3,353 B 166 B

2014 3,353 B 166 B

2015 3,540 B 175 B

2.974 - 7.869 % of MV 2016 3,854 B 191 B

Roadway ID 60070000 83.53% 2017 3,926 B 194 B


101.82% 2027 4,786 C 237 B





12





AADT

SR 83 (cont.)

CR 185C to CR 181 Minor 2 Undivided 0 9.700 Rural (B) 271 2,200 2007 1,500 B 0.09 0.55 (B) 74 B

Arterial 55 MPH Undev 4,700 50 1,650 2008 1,450 B 240 72 B

2009 1,550 B 77 B

2010 1,750 B 87 B

2011 1,650 B 82 B

2012 1,750 B 87 B

2013 1,650 B 82 B

2014 1,750 B 87 B

2015 1,700 B 84 B

7.869 - 17.569 % of MV 2016 1,750 B 87 B

Roadway ID 60070000 40.96% 2017 1,925 B 95 B


49.93% 2027 2,347 B 116 B

CR181 to the Minor 2 Undivided 0 1.547 Rural (B) 243 1,400 2007 1,000 B 0.09 0.55 (B) 50 B

Alabama State Line Arterial 55 MPH Undev 4,700 2008 900 B 240 45 B

2009 950 B 47 B

2010 1,250 B 62 B

2011 1,050 B 52 B

2012 1,350 B 67 B

2013 1,250 B 62 B

2014 1,300 B 64 B

2015 1,450 B 72 B

17.569 - 19.116 % of MV 2016 1,300 B 64 B

Roadway ID 60070000 29.79% 2017 1,400 B 69 B


36.31% 2027 1,707 B 84 B

SR 85

Okaloosa County Line Principal 2 Undivided 0 4.240 Rural (C) 128 2,800 2007 4,300 B 0.09 0.55 (C) 213 B

to the Alabama State Line Arterial 55 MPH Undev 8,400 131 2,900 2008 3,450 B 430 171 B

2009 3,600 B 178 B

2010 3,600 B 178 B

2011 3,150 B 156 B

2012 3,050 B 151 B

2013 3,000 B 149 B

2014 3,000 B 149 B

2015 2,900 B 144 B

% of MV 2016 3,050 B 151 B

33.93% 2017 2,850 B 141 B

0.000 - 4.240 37.46% 2022 3,147 B 156 B

Roadway ID 60080000 41.36% 2027 3,474 B 172 B





13





AADT

SR 187 (US331N)

SR 10 / US 90 to the Principal 2 Undivided 0 2.002 Trans. (C) 1505 7,700 2007 9,300 C 0.09 0.55 (C) 460 C

OK-WL MPA Boundary/ Arterial 55 MPH 17,300 2008 8,600 B 850 426 B

Roberts Dr 2009 7,100 B 351 B

2010 7,000 B 347 B

2011 6,700 B 332 B

2012 6,400 B 317 B

2013 6,300 B 312 B

2014 7,400 B 366 B

2015 7,200 B 356 B

0.000 - 2.002 % of MV 2016 6,700 B 332 B

Roadway ID 60060000 44.51% 2017 7,700 B 381 B


54.26% 2027 9,386 C 465 C

OK-WL MPA Boundary/ Principal 2 Undivided 0 8.623 Rural (C) 58 3,400 2007 4,200 B 0.09 0.55 (B) 208 B

Roberts Dr to CR 2A Arterial 55 MPH Undev 8,400 2008 3,400 B 240 168 B

2009 3,200 B 158 B

2010 3,000 B 149 B

2011 3,100 B 153 B

2012 3,000 B 149 B

2013 2,800 B 139 B

2014 2,800 B 139 B

2015 3,200 B 158 B

2.002 - 10.625 % of MV 2016 2,800 B 139 B

Roadway ID 60060000 40.48% 2017 3,400 B 168 B


49.34% 2027 4,145 B 205 B

CR 2A to the Principal 2 Undivided 0 10.940 Rural (C) 159 N/A 2007 4,218 B 0.09 0.55 (B) 209 B

Alabama State Line Arterial 55 MPH Undev 8,400 272 3,000 2008 4,012 B 240 199 B

346 T 4,488 2009 3,896 B 193 B

2010 3,868 B 191 B

2011 3,647 B 181 B

2012 3,880 B 192 B

2013 3,567 B 177 B

2014 4,433 B 219 B

2015 3,709 B 184 B

10.625 - 21.565 % of MV 2016 3,743 B 185 B

Roadway ID 60060000 44.57% 2017 3,744 B 185 B


54.33% 2027 4,564 B 226 B


14





AADT

SR 285

Okaloosa County Line to Minor 2 Undivided 0 6.747 Trans. (C) 251 6,300 2007 5,950 B 0.09 0.55 (C) 295 B

SR 10 / US 90 Arterial 45 MPH 17,300 121 9,200 2008 5,650 B 850 280 B

2009 5,250 B 260 B

2010 6,000 B 297 B

2011 5,950 B 295 B

2012 5,750 B 285 B

2013 5,400 B 267 B

2014 7,600 B 376 B

2015 6,600 B 327 B

% of MV 2016 7,450 B 369 B

44.80% 2017 7,750 B 384 B

0.000 - 6.747 49.46% 2022 8,557 B 424 B

Roadway ID 60090000 54.61% 2027 9,447 C 468 C





15


COUNTY ROAD FUNC. NO. FACILITY # OF PER LTH LOS & COUNT 2017

AND SEGMENT CLASS LNS. TYPE SIG. MI. (MI.) AREA MAX VOL STA # AADT

CR 2

Walton County Line to US 331 Minor 2 Undivided 0 5.560 Rural (D) 229 350 2008 450 B (D) 22 B

Collector 2009 300 B 1,190 15 B

2010 350 B 17 B

2011 350 B 17 B

2012 700 B 35 B

2013 700 B 35 B

2014 300 B 15 B

2015 300 B 15 B

2016 350 B 17 B

2017 350 B 17 B

2022 331 B 16 B

Roadway ID 60505000 2027 366 B 18 B

US 331 to SR 83 Minor 2 Undivided 0 9.030 Rural (D) 231 500 2007 450 B (D) 22 B

Collector 238 600 2008 425 B 1,190 21 B

2009 525 B 26 B

2010 475 B 24 B

2011 375 B 19 B

2012 475 B 24 B

2013 475 B 24 B

2014 450 B 22 B

2015 475 B 24 B

2016 600 B 30 B

2017 550 B 27 B

2022 607 B 30 B

Roadway ID 60130000 2027 670 B 33 B

SR 83 to Walton County Line Minor 2 Undivided 0 6.610 Rural (D) 241 500 2007 500 B (D) 25 B

Collector 2008 450 B 1,190 22 B

2009 400 B 20 B

2010 500 B 25 B

2011 500 B 25 B

2012 500 B 25 B

2013 500 B 25 B

2014 450 B 22 B

2015 450 B 22 B

2016 550 B 27 B

2017 500 B 25 B

2022 552 B 27 B

Roadway ID 60130000 2027 609 B 30 B

CONGESTION MANAGEMENT PROCESS 2017 LEVEL OF SERVICE ANALYSIS - WALTON COUNTY'S COUNTY ROADS

LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

Walton County, County Roads

16





LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

CR 147

CR 2 to SR 85 Minor 2 Undivided 0 4.550 Rural (D) 230 400 2007 400 B (D) 20 B

Collector 2008 350 B 1,190 17 B

2009 350 B 17 B

2010 350 B 17 B

2011 300 B 15 B

2012 350 B 17 B

2013 250 B 12 B

2014 300 B 15 B

2015 350 B 17 B

2016 350 B 17 B

2017 400 B 20 B

2022 442 B 22 B

Roadway ID 60507000 2027 488 B 24 B

SR 85 to US 331 Minor 2 Undivided 0 3.200 Rural (D) 249 900 2007 1,100 B (D)

Collector 2008 1,100 B 1,190 54 B

2009 1,100 B 54 B

2010 1,100 B 54 B

2011 950 B 47 B

2012 1,000 B 50 B

2013 1,000 B 50 B

2014 800 B 40 B

2015 950 B 47 B

2016 1,050 B 52 B

2017 900 B 45 B

2022 994 B 49 B

Roadway ID 60610000 2027 1,097 B 54 B

CR 1087

US 90 to CR 2 Minor 2 Undivided 0 8.170 Rural (D) 216 3,200 2007 2,600 (D) 129 B

Collector 2008 2,600 B 1,190 129 B

2009 2,900 B 144 B

2010 2,800 B 139 B

2011 3,000 B 149 B

2012 3,000 B 149 B

2013 3,000 B 149 B

2014 3,000 B 149 B

2015 3,000 B 149 B

2016 3,700 B 183 B

2017 3,200 B 158 B

2022 3,533 B 175 B

Roadway ID 60630000 2027 3,901 B 193 B


17





LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

CR 2A

CR 1087 to US 331 Minor 2 Undivided 0 2.040 Rural (D) 228 650 2007 550 B (D) 27 B

Collector 2008 550 B 1,190 27 B

2009 550 B 27 B

2010 500 B 25 B

2011 500 B 25 B

2012 600 B 30 B

2013 600 B 30 B

2014 550 B 27 B

2015 550 B 27 B

2016 600 B 30 B

2017 650 B 32 B

2022 718 B 36 B

Roadway ID 60510000 2027 792 B 39 B

CR 1084


Collector 2008 400 B 1,190 20 B

2009 500 B 25 B

2010 450 B 22 B

2011 350 B 17 B

2012 450 B 22 B

2013 450 B 22 B

2014 350 B 17 B

2015 350 B 17 B

2016 400 B 20 B

2017 400 B 20 B

2022 442 B 22 B

Roadway ID 60540000 2027 488 B 24 B

CR 192


Collector 2008 400 B 1,190 20 B

2009 400 B 20 B

2010 400 B 20 B

2011 350 B 17 B

2012 400 B 20 B

2013 400 B 20 B

2014 400 B 20 B

2015 450 B 22 B

2016 450 B 22 B

2017 500 B 25 B

2022 552 B 27 B

Roadway ID 60000013 2027 609 B 30 B


18





LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

Walton Road

US 331 to SR 83 Minor 2 Undivided 0 1.920 Trans (D) 1507 2,900 2011 2,600 B (D) 129 B

Collector 2012 2,800 B 1,190 139 B

2013 2,800 B 139 B

2014 2,900 B 144 B

2015 3,600 B 178 B

2016 2,800 B 139 B

2017 2,900 B 144 B

2022 3,091 B 153 B

Roadway ID 60693001 2027 3,413 B 169 B

Bob Sikes Road/CR 280

US 331 to Nelson Road Minor 2 Undivided 0 2.750 Rural (D) 1509 4,000 2007 4,300 B (D) 213 B

Collector 2008 4,300 B 1,190 213 B

2009 4,700 B 233 B

2010 4,900 B 243 B

2011 4,200 B 208 B

2012 4,400 B 218 B

2013 4,400 B 218 B

2014 3,400 B 168 B

2015 3,600 B 178 B

2016 4,100 B 203 B

2017 4,000 B 198 B

2022 3,600 B 178 B

Roadway ID 60550000 2027 3,975 B 197 B

Rock Hill Road

US 331 to SR 81 Minor 2 Undivided 0 10.600 Rural (D) 5906 1,200 2012 534 B (D) 26 B

Collector 5905 550 2013 534 B 1,190 26 B

5902 450 2014 617 B 31 B

2015 667 B 33 B

2016 717 B 35 B

2017 733 B 36 B

2022 809 B 40 B

Roadway ID 60000064 2027 894 B 44 B

Black Creek Hwy/CR 3280

US 331 to SR 20 Minor 2 Undivided 0 14.610 Rural (D) 151 2,300 2012 983 B (D) 49 B

Collector 5903 500 2013 983 B 1,190 49 B

5907 650 2014 1,117 B 55 B

2015 1,033 B 51 B

2016 1,267 B 63 B

2017 1,150 B 57 B

2022 1,270 B 63 B

Roadway ID 60000019 2027 1,402 B 69 B

Chat Holley Road

CR 393 to US 331 Minor 2 Undivided 0 3.210 Trans (D) 5904 2,600 2012 1,300 B (D) 64 B

Collector 2013 1,300 B 1,190 64 B

2014 1,800 B 89 B

2015 2,000 B 99 B

2016 2,700 B 134 B

2017 2,600 B 129 B

2022 2,981 B 148 B

Roadway ID 60000020 2027 3,291 B 163 B


19





LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

CR 30A

US 98 to CR 393 Minor 2 Undivided 0 0.000 3.523 Urbanized (D) 220 6,400 2007 6,100 B (D) 302 B

Arterial 45 MPH 24,200 219 6,900 2008 5,750 B 1,190 285 B

2009 5,350 B 265 B

2010 5,650 B 280 B

2011 5,950 B 295 B

2012 6,050 B 299 B

2013 6,400 B 317 B

2014 6,100 B 302 B

2015 6,300 B 312 B

% of MV 2016 6,450 B 319 B

26.03% 2017 6,300 B 312 B

0.000 - 3.523 28.74% 2022 6,956 B 344 B

Roadway ID 60660100 31.73% 2027 7,680 B 380 B

CR 393 to CR 395 Minor 2 Undivided 0 0.000 7.043 Urbanized (D) 258 7,000 2007 6,000 B (D) 297 B

Arterial 35 MPH 24,200 263 5,100 2008 5,800 B 1,190 287 B

267 8,000 2009 5,200 B 257 B

2010 6,033 B 299 B

2011 6,067 B 300 B

2012 6,700 B 332 B

2013 6,300 B 312 B

2014 7,400 B 366 B

2015 6,333 B 313 B

% of MV 2016 6,400 B 317 B

27.69% 2017 6,700 B 332 B

3.523 - 10.566 30.57% 2022 7,397 B 366 B

Roadway ID 60660100 33.75% 2027 8,167 B 404 B

CR 395 to US 98 Minor 2 Undivided 1 0.125 7.995 Urbanized (D) 268 12,000 2007 9,900 D (D) 503 D

(SR 30) Arterial 25 MPH 14,800 235 9,300 2008 7,350 D 750 374 D

2009 7,450 D 379 D

2010 8,100 D 412 D

2011 9,300 D 473 D

2012 10,450 D 531 D

2013 10,200 D 519 D

2014 14,000 D 712 D

2015 11,250 D 572 D

% of MV 2016 11,600 D 590 D

71.96% 2017 10,650 D 542 D

10.566 - 18.561 79.45% 2022 11,758 D 598 D

Roadway ID 60660100 87.72% 2027 12,982 D 660 D





20





LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

CR 83

CR 30A to the Urbanized Local 2 Undivided 0 0.000 0.632 Urbanized (D) 262 4,800 2007 1,900 B (D) 94 B

Area Boundary Rural 25 MPH 24,200 2008 1,700 B 1,190 84 B

2009 1,800 B 89 B

2010 2,100 B 104 B

2011 2,300 B 114 B

2012 2,600 B 129 B

2013 2,600 B 129 B

2014 3,200 B 158 B

2015 3,500 B 173 B

% of MV 2016 4,000 B 198 B

19.83% 2017 4,800 B 238 B

0.000 - 0.632 21.90% 2022 5,300 B 262 B

Roadway ID 60560000 24.18% 2027 5,851 B 290 B

Urbanized Area Boundary Local 2 Undivided 0 0.000 1.443 Trans. (C) 262 4,800 2007 1,900 B (C) 94 B

to US 98 Rural 45 MPH 17,300 2008 1,700 B 850 84 B

2009 1,800 B 89 B

2010 2,100 B 104 B

2011 2,300 B 114 B

2012 2,600 B 129 B

2013 2,600 B 129 B

2014 3,200 B 158 B

2015 3,200 B 158 B

% of MV 2016 4,000 B 198 B

27.75% 2017 4,800 B 238 B

0.632 - 2.075 30.63% 2022 5,300 B 262 B

Roadway ID 60560000 33.82% 2027 5,851 B 290 B

CR 83A

SR 20 to SR 20 Minor 2 Undivided 0 0.000 8.573 Trans. (C) 240 2,200 2007 1,450 B (C) 72 B

Collector 45 MPH 17,300 223 2,000 2008 1,500 B 850 74 B

2009 1,500 B 74 B

2010 1,500 B 74 B

2011 1,300 B 64 B

2012 1,300 B 64 B

2013 1,300 B 64 B

2014 1,650 B 82 B

2015 1,700 B 84 B

% of MV 2016 1,900 B 94 B

12.14% 2017 2,100 B 104 B

0.000 - 8.573 13.40% 2022 2,319 B 115 B

Roadway ID 60590000 14.80% 2027 2,560 B 127 B





21





LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

CR 283

CR 30A to Urbanized Area Urban 2 Undivided 0 0.000 0.181 Urbanized (D) 112 5,800 2007 4,600 B (D) 228 B

Boundary Collector 45 MPH 24,200 2008 4,400 B 1,190 218 B

2009 3,500 B 173 B

2010 4,100 B 203 B

2011 4,400 B 218 B

2012 4,700 B 233 B

2013 4,800 B 238 B

2014 5,000 B 248 B

2015 5,600 B 277 B

% of MV 2016 5,400 B 267 B

23.97% 2017 5,800 B 287 B

0.539 - 0.720 26.46% 2022 6,404 B 317 B

Roadway ID 60000021 29.22% 2027 7,070 B 350 BCR 393 B 0

Urbanized Area Boundary Major 2 Undivided 0 0.000 1.527 Trans. (C) 112 5,800 2007 4,600 B (C) 228 B

to US 98 Collector 45 MPH 17,300 2008 4,400 B 850 218 B

2009 3,500 B 173 B

2010 4,100 B 203 B

2011 4,400 B 218 B

2012 4,700 B 233 B

2013 4,800 B 238 B

2014 5,000 B 248 B

2015 5,600 B 277 B

% of MV 2016 5,400 B 267 B

33.53% 2017 5,800 B 287 B

0.720 - 2.247 37.02% 2022 6,404 B 317 B

Roadway ID 60000021 40.87% 2027 7,070 B 350 B

CR 393

CR 30A to Minor 2 Undivided 1 1.326 0.754 Urbanized (C) 221 6,100 2007 4,700 C (C) 233 C

Ubanized Boundary Collector 45 MPH 16,800 2008 4,200 C 830 208 C

2009 3,800 C 188 C

2010 3,900 C 193 C

2011 3,800 C 188 C

2012 4,400 C 218 C

2013 4,500 C 223 C

2014 5,000 C 248 C

2015 5,800 C 287 C

% of MV 2016 6,100 C 302 C

36.31% 2017 6,100 C 302 C

0.0 - 0.754 40.09% 2022 6,735 C 333 C

Roadway Id 60530001 44.26% 2027 7,436 C 368 C





22





LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

CR 393, contd.

Urbanized Boundary to Minor 2 Undivided 1 0.902 1.109 Trans. (C) 221 6,100 2007 4,700 C (C) 239 C

US 98 Collector 35 MPH 6,500 2008 4,200 C 330 214 C

2009 3,800 C 193 C

2010 3,900 C 198 C

2011 3,800 C 193 C

2012 4,400 C 224 C

2013 4,500 C 229 C

2014 5,000 C 254 C

2015 5,800 C 295 C

% of MV 2016 6,100 C 310 C

93.85% 2017 6,100 C 310 C

0.754 - 1.863 103.61% 2022 6,735 D 342 D*

Roadway Id 60530001 114.40% 2027 7,436 D 378 D*

CR 395

CR30A to Urban 2 Undivided 0 0.000 0.770 Urbanized (D) 214 8,600 2007 6,000 B (D) 297 B

Urbanized Boundary Collector 35 MPH 24,200 2008 5,800 B 1,190 287 B

2009 5,500 B 272 B

2010 5,200 B 257 B

2011 5,500 B 272 B

2012 6,800 B 337 B

2013 6,900 B 342 B

2014 7,300 B 361 B

2015 8,300 B 411 B

% of MV 2016 7,600 B 376 B

35.54% 2017 8,600 B 426 C

0.000 - 0.770 39.24% 2022 9,495 C 470 C

Roadway ID 60000022 43.32% 2027 10,483 C 519 C

Urbanized Boundary Minor 2 Undivided 1 0.456 2.193 Trans. (C) 214 8,600 2007 6,000 C (C) 297 C

to US 98 Collector 45 MPH 14,400 2008 5,800 C 710 287 C

2009 5,500 C 272 C

2010 5,200 C 257 C

2011 5,500 C 272 C

2012 6,800 C 337 C

2013 6,900 C 342 C

2014 7,300 C 361 C

2015 8,300 C 411 C

% of MV 2016 7,600 C 376 C

59.72% 2017 8,600 C 426 C

0.770 - 2.963 65.94% 2022 9,495 C 470 C

Roadway ID 60000022 72.80% 2027 10,483 C 519 C





23





LOS STD/

MAX VOL VOLUME LOS

AADT

ANALYSIS

YEAR

AADT

VOLUMEAADT LOS

CR 457/Mack Bayou Rd

US 98/SR 30 Urban 2 Undivided 0 0.000 2.208 Urbanized (D) 256 8,800 2007 8,200 B (D) 406 B

to E & W Harbor View Rd Local 35 MPH 24,200 2008 8,000 B 1,190 396 B

2009 7,000 B 347 B

2010 8,200 B 406 B

2011 7,900 B 391 B

2012 5,500 B 272 B

2013 6,500 B 322 B

2014 6,400 B 317 B

2015 7,000 B 347 B

% of MV 2016 7,100 B 351 B

36.36% 2017 8,800 C 436 C

0.000 - 2.208 40.15% 2022 9,716 C 481 C

Roadway ID 60518000 44.33% 2027 10,727 C 531 C

CR 883

SR 20 to Freeport Principal 2 Undivided 0 0.000 2.236 Trans. (C) 250 4,900 2007 12,500 C (C) 619 C

City Limits/Pine Street Arterial 45 MPH 17,300 2008 4,000 B 850 198 B

2009 5,000 B 248 B

2010 4,900 B 243 B

2011 4,200 B 208 B

2012 4,100 B 203 B

2013 4,100 B 203 B

2014 4,700 B 233 B

2015 4,300 B 213 B

% of MV 2016 4,900 B 243 B

28.90% 2017 5,000 B 248 B

0.000 - 2.236 31.91% 2022 5,520 B 273 B

Roadway ID 60050000 35.23% 2027 6,095 B 302 B

Freeport City Limits/Pine Major 2 Undivided 0 0.000 2.158 Trans. (C) 246 2,300 2007 10,000 C (C) 495 C

Street to US 331 Collector 45 MPH 17,300 2008 3,600 B 850 178 B

2009 8,900 B 441 B

2010 2,200 B 109 B

2011 1,900 B 94 B

2012 1,800 B 89 B

2013 1,800 B 89 B

2014 2,100 B 104 B

2015 2,200 B 109 B

2.236 - 3.981 Pine St to Begin Realignment % of MV 2016 2,400 B 119 B

Roadway ID 60050000 13.29% 2017 2,300 B 114 B

0.000 - 0.413 End Realignment to US 331 14.68% 2022 2,539 B 126 B

Roadway ID 60050001 16.21% 2027 2,804 B 139 B





24


PAGE | C

APPENDIX C: RESOLUTION O-W 18-18


PAGE | D

APPENDIX D: REVIEW COMMENTS

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Documents

Congestion Management Process Plan...Okaloosa-Walton Transportation Planning Organization (TPO) Congestion Management Process Plan 2018 Minor Update (updated LOS Tables) This report