Project Information / PDF Downloads

In 2005, Lee and Charlotte counties completed the Bi-County Corridor Study from Interstate 75 (I-75) in Lee County west along Colonial Boulevard and Veterans Memorial Parkway and north along Burnt Store Road to a connection at I-75 in Charlotte County.  Building upon this project, Lee County is now beginning a PD&E Study for improvement alternatives of Colonial Boulevard (SR 884/CR 884) from west of McGregor Boulevard to east of I-75. 

The purpose of the PD&E Study is to provide documented environmental and engineering analyses to assist Lee County, as well as the Florida Department of Transportation (FDOT) and the Federal Highway Administration (FHWA), in reaching a decision on the type, location and conceptual design of the necessary improvements in order to accommodate future traffic demand in a safe and efficient manner.  This project will be submitted through the Efficient Transportation Decision Making (ETDM) process.  The PD&E Study also satisfies the requirements of the National Environmental Policy Act (NEPA) and other Federal requirements in order to qualify the project for Federal-aid funding of future development phases of the project.

The project begins with data collection which will help to guide the various alternatives that will be proposed for the Colonial Boulevard improvements.  As the data becomes available, we will share the information with the public so that they may understand the reasoning behind elimination and selection of proposed alternatives.  This project is in the primary phase of improving Colonial Boulevard.  Funding for the construction of these improvements has not yet been secured. 

Project Information Downloads

• November 2007 Management & Planning Presentation, Presented to the Lee County Board of County Commissioners.
  

Bi-County Corridor Study Downloads

• Bi-County Study Financing Analysis
  
• Bi-County Corridor Study - Phase 1 (Report Cover Jacket)
   - Table of Contents
      - Section 1:  Project Objectives
      - Section 2:  Agency and Community Involvement
      - Section 3:  Corridor Travel Study
      - Section 4:  Data Collection and Level of Service
      - Section 5:  Future Travel Demand
      - Section 6:  Conclusions
  
   - Technical Appendices
      - Appendix A:  Existing Traffic Volumes
      - Appendix B:  Traffic Count Adjustments
      - Appendix C:  Existing AM Peak Hour Intersection Analysis and
                                Existing PM Peak Hour Intersection Analysis
                              - Download 1
                              - Download 2
      - Appendix D:  Existing AM Peak Hour Arterial/Segment Analysis
                                Existing PM Peak Hour Arterial/Segment Analysis
  
  
• Bi-County Corridor Study - Phase 2
   - Phase II Concept Report, Concept Plans and Technical Appendix
   - Bi-county Study Concept Plans Index
     - Panel A-B
     - Panel AA-BB
     - Panel C-D Option A
     - Panel C-D Option B-1
     - Panel C-D Option B2
     - Panel E-F
     - Panel G-H
     - Panel I-J
     - Panel K-L
     - Panel M
     - Panel M-N Option A
     - Panel M-N Option B
     - Panel O-P Option A
     - Panel O-p Option B
     - Panel Q-R
     - Panel S-T
     - Panel U-V
     - Panel W-X
     - Panel Y-Z 
  
  - Technical Appendices Table of Contents
  

     - Appendix A 2010 Annual Average Daily Traffic Volumes

       2020 Annual Average Daily Traffic Volumes
  
  

     - Appendix B 2010 AM and PA Peak Hour Volumes

       2020 AM and PA Peak Hour Volumes

  
     - Appendix C 2010 AM Peak Hour Arterial and Intersection Level of Service

       2010 PM Peak Hour Arterial and Intersection Level of Service

  
     - Appendix D 2020 AM Peak Hour Arterial and Intersection Level of Service

       2020 PM Peak Hour Arterial and Intersection Level of Service

  
     - Appendix E 2010 AM Peak Hour HCS Intersection Analysis

       2010 PM Peak Hour HCS Intersection Analysis

  
     - Appendix F 2020 AM Peak Hour HCS Intersection Analysis

       2020 PM Peak Hour HCS Intersection Analysis

  
     - Appendix G 2030 AM Peak Hour HCS Intersection Analysis

       2030 PM Peak Hour HCS Intersection Analysis

  
     - Appendix H 2010 AM Peak Hour HCS Arterial/Segment Analysis

       2010 PM Peak Hour HCS Arterial/Segment Analysis

  
     - Appendix I 2020 AM Peak Hour HCS Arterial/Segment Analysis

       2020 PM Peak Hour HCS Arterial/Segment Analysis

  
      - Appendix J 2030 AM Peak Hour HCS Arterial/Segment Analysis

     2030 PM Peak Hour HCS Arterial/Segment Analysis

  
      - Appendix K 2030 AM Peak Hour HCM/Synchro Analysis

     2030 PM Peak Hour HCM/Synchro Analysis

  
     - Appendix L 2030 AM Peak Hour HCS/Freeway Segment Analysis

       2030 PM Peak Hour HCS/Freeway Segment Analysis