Agenda 06/28/2022 Item #16A15 (Electronic submission of 4 County Incentive Grant Program Application w/FDOT)06/28/2022
EXECUTIVE SUMMARY
Recommendation to authorize the electronic submission of four (4) County Incentive Grant
Program (CIGP) Applications with the Florida Department of Transportation to fund projects on
Randall Boulevard, Oil Well Road, Immokalee Road, and at the intersection of Immokalee Road
and Livingston Road for a total estimated cost of $85,008,358.
OBJECTIVE: To receive authorization from the Board of County Commissioners (“Board”) to submit
County Incentive Grant Program (CIGP) applications to the Florida Department of Transportation
(FDOT) for four (4) projects currently in the County’s FY22-FY26 5 Year Work Program.
CONSIDERATION: On November 30, 2021 Collier County was informed that FDOT was requesting
projects for CIGP priorities for fiscal year 2027/28. FDOT will consider projects submitted before July 1,
2022 for CIGP funding. CIGP funds are awarded to projects which relieve congestion on the State
Highway System and are consistent with established plans in the area. Collier County is submitting four
(4) eligible projects for CIGP funding described in detail below.
1. The design of the Randall Blvd. Project from 8th St. NE to Everglades Blvd.
Collier County will expand Randall Blvd. from 8th St. NE east to Everglades Blvd. from a 2 -lane rural
road to an expandable urban 4-lane that can accommodate a future 6-lane facility if necessary. This
project will improve approximately 2.9 miles of Randall Blvd. The project will create a better east -west
corridor that will reduce congestion and improve traffic flow in the estates and accommodate future travel
demand through 2045. Randall Blvd. is currently operating at a level of service (LOS) D and projected to
have a deficient level of service by the year 2025. This project will reduce cong estion, enhance regional
mobility for people and goods, improve safety and improve emergency evacuation.
The design of Randall Blvd. from 8th St. NE to Everglades Blvd. is currently in the County’s FY22 -FY26
5 Year Work Program which is tied to the County’s Capital Improvement Element (CIE). The Planning
Study for the project was completed in May 2019 and the County is anticipating placing additional phases
in the upcoming 5 Year Work Program.
2. The construction of the Oil Well Rd. Project from Everglades Blvd. to Oil Well Grade Rd.
Collier County will expand Oil Well Rd. from a 2 lane to a 6-lane roadway for approximately 3.5 miles
from Everglades Blvd. to Oil Well Grade Rd. The Oil Well Rd. Widening Project is a major improvement
which will alleviate congestion and delay on major state and regional roads. This improvement will also
add capacity on local and both state highway system facilities (I-75 and SR29). Oil Well Rd. provides
connectivity between the rural areas of Collier County and the state by expanding the transportation route
choices for people and freight. The segment of Oil Well Road currently has a level of service (LOS) of C
and is classified as a Rural Minor Arterial.
The plans for this project were submitted in 2011, however, based on lack of funding the project has not
moved forward to construction. The project is currently in the County’s FY22-FY26 5 Year Work
Program which is tied to the CIE. The project is fully funded through the Construction phase in the
Collier Metropolitan Planning Organization (MPO) 2045 Long Range Transportation Plan (LRTP) Cost
Feasible Plan for planning period 2: 2026-2030.
3. The design and construction of the shoulder project on Immokalee Rd. from Livingston Rd. to Logan
Blvd.
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In 2021, Collier County approved the Immokalee Road Corridor Congestion Study (“Study”) which
analyzed intersections along Immokalee Rd. from Livingston Rd. to Logan Blvd. The Study analyzed both
conventional and innovative intersection alternatives along Immokalee Rd., to accommodate future
roadway volumes for 2025 and 2040. One of the approved recommendations in the Study included the
restriping of the existing right-turn lanes and shoulder area as a shared westbound through/right-turn lane
along Immokalee Rd. (beginning west of Logan Blvd. and ending east of Livingston Rd. (plaza entrance)).
These improvements are expected to alleviate corridor congestion for westbound traffic.
The Board requested Transportation Management Services Department to pursue funding opportunities for
this project and consider phasing it during the County 5-Year Work Program budget cycle. This project is
consistent with the MPO’s 2045 LRTP which considered this Study and identified that all the potential
inprovements were eligible for the roadway needs plan.
4. The design of the overpass at Immokalee Rd. and Livingston Rd.
Another approved recommendation of the Study included an overpass at the existing intersection of
Immokalee Rd. and Livingston Rd., where Livingston Rd. will be bridged over Immokalee Rd. The study
expects that the intersection improvements will significantly improve both the level of service and delay
and estimates that the intersection delay will decrease from 8 minutes to approximately 1 minute at rush
hour. The project is fully funded through the Construction phase in the MPO’s 2045 LRTP Cost Feasible
Plan between FY2026- 2030. Further, the design of the major intersection improvement is currently in the
County’s 5-Year Work Program FY2022-2026.
If any of the requested projects are awarded a grant, the CIE can be amended or updated, as appropriate. In
addition, all projects will meet all applicable federal, state and local requirements, including Americans
with Disabilities Act (ADA) requirements. The construction of these projects will reduce the need for
road maintenance and reduce injuries and fatalities by providing safer facilities and improving overall
traffic operations.
Approval of this item will authorize the Department Head of Transportation Management Services
Department, or designee, to electronically submit all required documents.
ID Project Location Funding Scope of Work
CIGP
Request
Required
Local Match
Add't Local
Contribution
Estimated
Total Project
Cost
1 Randall Blvd Design 2,880,000$ 2,880,000$ -$ 5,760,000$
2 Oil Well Rd Construction 6,000,000$ 6,000,000$ 46,248,358$ 58,248,358$
3 Immokalee Rd - Shoulders Design/Constr 4,000,000$ 4,000,000$ 7,000,000$ 15,000,000$
4 Immokalee Rd - Overpass Design 3,000,000$ 3,000,000$ -$ 6,000,000$
Total 15,880,000$ 15,880,000$ 53,248,358$ 85,008,358$
19%19%63%100%
FISCAL IMPACT: The total costs for all four projects are shown in the table above and are estimated at
$85,008,358. The projects are currently in the County’s FY2022/2026 5 Year Work Program. The grant
request can be up to 50% of the project costs and total grant amount requested is up to $15,880,000. If
awarded, Collier County would provide a local match ($15,880,000) and additional contribution
($53,248,358) for a total of $69,128,358 with funds from one or more of the following sources: impact
fees, gas taxes and/or general fund revenues. Source of funds will be determined at the time of the award
and budget amendments will be brought to the Board for approval. Approval of this item will not have an
impact on operational and maintenance costs. The completed projects are expected to have minimal to no
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maintenance costs within the first 5 to 7 years of service for the new roadway features and will be
absorbed into the regular maintenance schedule, Transportation Services Operation Fund (101) thereafter.
GROWTH MANAGEMENT IMPACT: This project is consistent with the County’s Growth
Management Plan and the MPO’s Long Range Transportation Plan.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a
majority vote for Board approval. -DDP
RECOMMENDATION: To authorize the electronic submission of the County Incentive Grant Program
(CIGP) Applications with the Florida Department of Transportation to fund phases of Randall Blvd., Oil
Well Rd., and Immokalee Rd. Shoulders and Immokalee Rd. Overpass projects.
Prepared By: Lorraine Lantz, AICP, Principal Planner; Capital Project Planning, Impact Fees and
Program Management
ATTACHMENT(S)
1. 1 - CIGP Application Package - Randall (PDF)
2. [Linked] 2 - CIGP Application Package - Oil Well Rd (PDF)
3. [Linked] 3 - CIGP Application Package - Immokalee Shoulders (PDF)
4. [Linked] 4 - CIGP Application Package - Immokalee Overpass (PDF)
5. Collier County-Request for CIGP Applications FY28 (PDF)
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COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.15
Doc ID: 22326
Item Summary: Recommendation to authorize the electronic submission of four (4) County
Incentive Grant Program (CIGP) Applications with the Florida Department of Transportation to fund
projects on Randall Boulevard, Oil Well Road, Immokalee Road, and at the intersection of Immokalee
Road and Livingston Road for a total estimated cost of $85,008,358.
Meeting Date: 06/28/2022
Prepared by:
Title: Project Manager – Capital Project Planning, Impact Fees, and Program Management
Name: Lorraine Lantz
05/24/2022 4:10 PM
Submitted by:
Title: Division Director - Capital Proj Plan, Impact Fees – Capital Project Planning, Impact Fees, and
Program Management
Name: Beth Johnssen
05/24/2022 4:10 PM
Approved By:
Review:
Capital Project Planning, Impact Fees, and Program Management Gloria Herrera Additional Reviewer Completed 05/25/2022 7:53 AM
Growth Management Operations Support Tara Castillo Additional Reviewer Completed 05/25/2022 10:23 PM
Growth Management Department Jeanne Marcella Additional Reviewer Skipped 05/26/2022 7:14 AM
Capital Project Planning, Impact Fees, and Program Management Beth Johnssen Additional Reviewer Completed 05/26/2022 8:08 AM
Growth Management Department Ellen Sheffey Growth Management Department Completed 05/27/2022 4:01 PM
Growth Management Department Lisa Taylor Additional Reviewer Completed 06/01/2022 10:48 AM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 06/21/2022 1:25 PM
Growth Management Department Jeanne Marcella Transportation Completed 06/21/2022 1:54 PM
Grants Erica Robinson Level 2 Grants Review Completed 06/21/2022 2:11 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 06/21/2022 2:15 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 06/21/2022 3:40 PM
Office of Management and Budget Susan Usher Additional Reviewer Completed 06/22/2022 8:17 AM
Grants Therese Stanley Additional Reviewer Completed 06/22/2022 9:22 AM
County Manager's Office Dan Rodriguez Level 4 County Manager Review Completed 06/22/2022 2:41 PM
Board of County Commissioners Geoffrey Willig Meeting Pending 06/28/2022 9:00 AM
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Via Email
Mr. H. Wayne Gaither
Southwest Area Office Director
10041 Daniels Parkway
Fort Myers, FL 33913
RE: Response to Request for County Incentive Grant Program (CIGP) Priorities for
Fiscal Years 2027/2028
Dear Mr. Gaither:
This letter is in response to the request for Collier County CIGP priorities for fiscal years
2027/2028. We believe that the Randall Blvd. from 8th St. NE to Everglades Blvd., approximately
2.9 miles, is an excellent candidate for CIGP funding.
1. Name and contact information of the applicant:
Amy Patterson, County Manager
Staff Representative:
Trinity Scott, Department Head
Transportation Management Services Department
2885 S. Horseshoe Drive
Naples, FL 34104
(239) 252-8192
2. Complete description of the project, including a location map
Collier County will expand Randall Blvd. from 8th St. NE east to Everglades Blvd. from a 2-lane
rural road to an expandable urban 4-lane to a 6-lane facility. This project will improve
approximately 2.9 miles of Randall Blvd. The project will create a better east-west corridor that
will reduce congestion and improve traffic flow in the estates and accommodate future travel
demand through 2045. Randall Blvd. is currently operating at a level of service (LOS) D and
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projected to have a deficient level of service by the year 2025. This project will reduce congestion,
enhance regional mobility for people and goods, improve safety and improve emergency
evacuation.
The design of Randall Blvd. from 8th St. NE to Everglades Blvd. is currently in the County’s FY22-
FY26 5 Year Work Program which is tied to the County’s Capital Improvement Element (CIE).
The Planning Study for the project was completed in May 2019 and the project is anticipating
placing additional phases in the upcoming 5 Year Work Program. If the project is awarded a grant,
the CIE can be amended or updated, as appropriate
The design and Right-Of-Way (ROW) for the project is in the Collier MPO’s 2045 Long Range
Transportation Plan (LRTP) Cost Feasible Plan in Planning Period 2- FY2026-30. The
construction is in the 2045 LRTP Cost Feasible Plan for Planning Period 3 – FY2031-35. The
project will meet all applicable federal, state and local requirements, including Americans with
Disabilities Act (ADA) requirements.
Figure 1: Regional Location Map
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Figure 2: Project Location Map
Figure 3: Site Location Pictures – Google Earth Images taken in 2022
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Eastbound on Randall
Blvd. just west of
Collier Forestry Station
and 8th Street NE.
Randall Blvd. at
intersection 16th St. NE
westbound
Randall Blvd. over
Golden Gate Canal.
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Randall Blvd. heading
west - just east of
Everglades Blvd.
intersection.
Figure 4: Conceptual cross section. The location, slope and widths may be revised when
the project design is finalized.
Typical Section – the four-lane typical section is shown above with the ability to provide one
additional lane in each direction in the future by widening to the inside with a 44-foot center
median. This typical section is a 4-Lane Expandable to 6-lanes with curb and gutter.
3. Detailed description of how the project would reduce congestion on the state highway
system:
This project is one of the higher priority projects in the Collier MPO’s 2045 LRTP. This
indicates that there is a considerable need for this transportation infrastructure improvement to
relieve the capacity constraints on the network.
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Randall Boulevard is an east-west facility that serves as a primary connection to Immokalee
Road (CR 846) for the existing and future developments of Orange Tree, northern Golden Gate
Estates, rural residential areas, and future planned development. Immokalee Road (CR 846) is
categorized as a Freight Distribution Route and a High Crash Corridor in the Collier 2045
LRTP and is also a designated emergency evacuation route. The roadway is critical in
facilitating movement of local and regional traffic (including truck traffic) in northern Collier
County. Additionally, Immokalee Road (CR 846) is one of three east-west connections to I-75
in Collier County and is the only east-west connection from I-75 in northern Collier County
that connects to northeastern Collier County. Immokalee Road is critical in facilitating
movement of local and regional traffic including truck traffic in northern Collier County as it
connects to I-75, Oil Well Road, and SR 29 (other designated regional transportation network
facilities).
Randall Blvd. is classified as a Minor Collector. It is one of the very few east-west corridors
in the Estates. The existing Randall Blvd. typical section consists of two undivided 12-foot
lanes with unpaved shoulders and open drainage system, within 50 feet of ROW. According
to Collier County Plat Book 7, Page 11, an additional 50 feet of roadway easement exists for
a total ROW of 100 feet. A paved sidewalk exists for approximately 1/3 of a mile from 8th
Street NE on the north side of the road (outside of the existing ROW), at varying distances
from the edge of travel. The existing posted speed limit is 45 mph.
In May 2019, Collier County completed the Randall Blvd. and Oil Well Rd. Corridor Study.
This planning study evaluated the potential roadway network improvements near Randall
Blvd. and Oil Well Rd. based on the transportation needs of Collier County in the northern
estates area and east of I-75. The study process developed the alternative that the Board of
County Commissioners approved and what has become the Project discussed here. An
evaluation of all social and environmental effects and overall cost of the alternative was
completed as part of the study.
The study determined that the needs of this project were to reduce congestion, enhance regional
mobility and access between eastern Collier County and I-75 and improve safety and
emergency evacuation. Additionally, regional mobility is enhanced between I-75 and eastern
Collier County for both vehicles and freight. Regional mobility is further enhanced because
the project provides greater connectivity to the future regional network of future Big Cypress
Parkway (by others), the planned Vanderbilt Beach Road extension, canal bridges, and
intersection improvements at Immokalee Road and Randall Boulevard, just west of the project.
The proposed project will improve the multimodal connection in the County’s rural area. The
corridor will relieve traffic congestion on the State Highway System (SHS) (US41 and I-75)
and provide for the efficient movement of people, goods and services. The additional capacity
will provide for a more efficient connection between many community assets including
existing neighborhoods, a library, churches, a nearby hospital and commercial businesses.
While it is not on the State Highway System, the road is Federal Aid Eligible, as referenced in
the FDOT map below dated April 4, 2022.
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This facility will improve travel reliability by decreasing travel times, reducing vehicle miles
traveled, reducing congestion and reducing emissions from idling vehicles.
This project will provide safety benefits to all modes of transportation by creating bike lanes
and sidewalks and reducing traffic congestion. Creating better alternatives to cars will help
encourage a mode shift. Reducing the number of cars on the road not only lowers road
maintenance, it also constructs a safer intermodal transportation system. The addition of more
modal opportunities within the existing right-of-way minimizes the network lifecycle costs and
environmental impact.
Figure 5: Federal Aid Eligibility Map
Project Location
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Figure 6. Federal Functional Classification Map
Project Location
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Figure 7: Collier Area Transit Portion of Full System Map
Besides the added capacity by reducing delays, there will also be a reduced need for road
maintenance. Reduced vehicle miles traveled on the roads means less maintenance, operations
and improvement costs to the parallel facilities. The project will also help reduce crashes
resulting in injuries by providing sidewalks for bicyclists and pedestrians where they currently
do not exist and thereby improving overall traffic operations.
Project Location
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Between January 28, 2017 and April 12, 2022 there have been 164 crashes in the project area.
Of those crashes, 2 have been fatal and 19 have had serious injuries. Below is a map indicating
the crash locations. The data was made available from the Collier County Crash Data
Management software.
Figure 8: Crash Locations
Figure 9. Crash Data by Year and Severity (Feb. 2017 – March 2022)
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Figure 10. Crash Data Chart by Year and Severity (Feb. 2017 – March 2022)
The proposed project will improve the multimodal connection inside the County’s urbanized
area. The corridor will relieve traffic congestion on the State’s designated SIS facility (I-75)
and SHS (US41) and provide for the efficient movement of people, goods and services. The
additional capacity will provide for a more efficient connection between many community
assets including existing neighborhoods, schools and commercial businesses.
Without State assistance, the County will be required to wait until enough local funding is
collected to fund the project in full. This would further delay the traffic congestion relief of I-
75.
4. Certification from the County’s chief financial officer that sufficient matching funds are
available:
A signed certificate of project funding is available upon request.
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5. Details of project phases included in the request:
The design of Randall Blvd. from 8th St. NE to Everglades Blvd. is currently in the County’s
FY22-FY26 5 Year Work Program which is tied to the County’s Capital Improvement Element
(CIE). The Planning Study for the project was completed in May 2019. The project is funded
for design. If the project is awarded a grant, the CIE can be amended or updated, as
appropriate.
Figure 11: Collier MPO’s 2045 Long Range Transportation Plan (Cost Feasible Plan)
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Figure 12. Collier County’s Fiscal Years 2022-2026 5-Year Work Program
6. Cost estimate:
The projected costs for design are estimated at $5,760,000. The Project is currently in the
County’s FY2022/2026 5 Year Work Program. The grant amount requested is any amount up
to 50% of the project design costs.
Thank you for your assistance and we appreciate your cooperation. Please contact me for any
additional information you may need.
Sincerely,
Trinity Scott, Department Head
Transportation Management Services Department
Attachment:
1. FDOT Application Packet
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2. Grant Supplemental Information
3. Randall Blvd. Crash Report
CC: Amy Patterson, County Manager
Commissioner William McDaniel, Jr., BCC Chairman
Victoria Peters, FDOT, District One Liaison
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District One
Priority Project Information Packet
Please fill out this application completely. Please ensure all attachments are LEGIBLE
Applications containing insufficient information will not be reviewed by the FDOT.
Name of Applying Agency: Collier County BCC – Transportation Management Services
Division
Project Name: Randall Blvd. from 8th St. NE to Everglades Blvd.
Project Category:
Congestion Management ☐ TRIP ☒ CIGP ☒
Transportation Alternative ☐ Transit/Modal ☐ SCOP ☐ SCRAP☐
For more information on State Grant Programs (CIGP, SCOP, SCRAP, TRIP) please click here.
Is applicant LAP certified? Yes ☒ No ☐
Is project on State Highway System? Yes ☐ No ☒
If the project is off the state system and the applicant is LAP certified the project will be
programmed as a LAP project.
Is the roadway on the Federal Aid Eligible System? Yes ☒ No ☐
If yes, provide Federal Aid roadway number: Randall Blvd. Federal Roadway ID# 0300057
If no, give local jurisdiction: Click here to enter text.
http://www.fdot.gov/statistics/fedaid/
Detailed Project Limits/Location:
Describe begin and end points of project, EX., from ABC Rd. to XYZ Ave. Limits run south to
north or west to east. Include jurisdiction (city/county), project length, attach a labeled project,
map.
Collier County will expand Randall Blvd. from 8th St. NE east to Everglades Blvd. from a 2-lane
rural road to an expandable urban 4-lane that can accommodate a future 6-lane facility if necessary.
This project will improve approximately 2.9 miles of Randall Blvd. The project will create a better
east-west corridor that will reduce congestion and improve traffic flow in the estates and
accommodate future travel demand through 2045. Randall Blvd. is currently operating at a level
of service (LOS) D and projected to have a deficient level of service by the year 2025. This project
will reduce congestion, enhance regional mobility for people and goods, improve safety and
improve emergency evacuation.
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Packet Pg. 632 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Typical Section – the four-lane typical section is shown below with the ability to provide one additional
lane in each direction in the future by widening to the inside with a 44-foot center median. This typical
section is a 4-Lane Expandable to 6-lanes with curb and gutter.
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Packet Pg. 633 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Discuss how this project is consistent with the MPO/TPO Long Range Transportation
Plan?
Page Number (attach page from LRTP): The design, right-of-way (ROW) and construction of the
project is in the Collier MPO’s 2045 Long Range Transportation Plan Cost Feasible Plan found
on Table ES-6 on page ES-27. Design and ROW are funded in Plan Period 2 – 2026-2030.
Construction is in Plan Period 3 – 2031-2035.
Discuss the project in the local jurisdiction’s Capital Improvement Plan?
(Attach page from CIP): The design of Randall Blvd. from 8th St. NE to Everglades Blvd. is
currently in the County’s FY22-FY26 5 Year Work Program which is tied to the County’s Capital
Improvement Element (CIE). If the project is awarded a grant, the CIE can be amended or
updated, as appropriate.
Project Description
Phase(s) requested:
Planning Study ☐ PD&E ☐ PE ☒ ROW ☐ CST ☐ CEI ☐
Project cost estimates by phase (Please include detailed cost estimate and
documentation in back-up information):
Phase
(PD&E, ROW, PE,
CST)
Estimated
Total Cost Funds Requested Matching
Local Funds
Local Fund
Source
Type of Match
(Cash, in-kind)
Design 5760000 2880000 2880000
Impact fees, gas
tax and general
fund revenues
Cash
[Phase] 0 0 0 0 [Match Type]
Total Project Cost: $ 5,760,000
Project Details: Clearly describe the existing conditions and the proposed project and desired
improvements in detail. Please provide studies, documentation, etc., completed to-date to
support or justify the proposed improvements. Include labeled photos and maps. (Add additional
pages if needed):
Randall Boulevard is an east-west facility that serves as a primary connection to Immokalee
Road (CR 846) for the existing and future developments of Orange Tree, northern Golden Gate
Estates, rural residential areas, and future planned development. Immokalee Road (CR 846) is
categorized as a Freight Distribution Route and a High Crash Corridor in the Collier 2045 LRTP
and is also a designated emergency evacuation route. The roadway is critical in facilitating
movement of local and regional traffic (including truck traffic) in northern Collier County.
Additionally, Immokalee Road (CR 846) is one of three east-west connections to I-75 in Collier
County and is the only east-west connection from I-75 in northern Collier County that connects
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to northeastern Collier County. Randall Blvd. is classified as a Minor Collector. It is one of the
very few east-west corridors in the Estates. The existing Randall Blvd. typical section consists
of two undivided 12-foot lanes with unpaved shoulders and open drainage system, within 50
feet of ROW. According to Collier County Plat Book 7, Page 11, an additional 50 feet of
roadway easement exists for a total ROW of 100 feet. A paved sidewalk exists for
approximately 1/3 of a mile from 8th Street NE on the north side of the road (outside of the
existing ROW), at varying distances from the edge of travel. The existing posted speed limit is
45 mph.
In May 2019, Collier County completed the Randall Blvd. and Oil Well Rd. Corridor Study. This
planning study evaluated the potential roadway network improvements near Randall Blvd. and
Oil Well Rd. based on the transportation needs of Collier County in the northern estates area
and east of I-75. The study process developed the alternative that the Board of County
Commissioners approved and what has become the Project discussed here. An evaluation of
all social and environmental effects and overall cost of the alternative was completed as part of
the study. The study determined that the needs of this project were to reduce congestion,
enhance regional mobility and access between eastern Collier County and I-75 and improve
safety and emergency evacuation.
Constructability Review
For items 2-9 provide labeled and dated photos (add additional pages if needed)
1. Discuss other projects (ex. drainage, utility, etc.) programmed (local, state or federal)
within the limits of this project? FDOT recently completed the PD&E for the
improvements at the intersection of Immokalee Road and Randall Blvd. immediately
adjacent to this project. Collier County is currently starting the design of that project.
The proposed project on Randall Blvd. has been studied in the previously mentioned
Corridor Study, therefore technical challenges have been identified and will be
mitigated as the project moves forward. Constructability challenges with the project
have been anticipated.
2. Does the applicant have an adopted ADA transition plan? Yes ☒ No ☐
Identify areas within the project limits that will require ADA retrofit. (Include GIS
coordinates for stops and labeled photos and/or map.)
Please see the attached supplemental information. The CAT ADA Complaince Final
report dated 2014 indicates that there are 2 routes near the project limits which provide
service between Immokalee and the Collier County Government Center. The CAT
Routes provide service along Immokalee Road and Oil Well Road and have stops near
the Immokalee Road and Randall Blvd. intersection at the Fire Station 10 and at the
Shoppes at Orange Tree. The routes also make connections at the Intermodal Transfer
Facility and the Immokalee Health Department as well as the local middle and high
schools.
3. Is there a rail crossing along the project?
Yes ☐ No ☒
What is the Rail MP?
16.A.15.a
Packet Pg. 635 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Enter MP
4. Are there any transit stops/shelters/amenities within the project limits?
Yes ☐ No ☒
How many? There are no transit stops within the project limits.
Stop ID number: Click here to enter text.
5. Is the project within 10-miles of an airport? Yes ☐ No ☒
6. Coordinate with local transit and discuss improvements needed or requested for bus
stops?
(add additional pages if needed):
Click here to enter text.
7. Are turn lanes being added? Yes ☒ No ☐
If yes, provide traffic counts, length, and location of involved turn lanes.
Additional information will be completed during final design.
8. Drainage structures:
• Number of culverts or pipes currently in place: Drainage along Randall Boulevard
is accomplished via open roadside ditches and side drains along the north and
south sides of the road. The storm water ultimately outfalls to either the Orange
Tree Canal, Golden Gate Canal, or the Faka Union Canal.
• Discuss lengths and locations of each culvert along the roadway: The project will
include a closed drainage system.
• Discuss the disposition of each culvert and inlet. Which culverts are “to remain”
and which are to be replaced, upgraded, or extended? To be determined during
final design.
• Discuss drainage ditches to be filled in?
(Discuss limits and quantify fill in cubic yards) To be determined during final
design.
• Describe the proposed conveyances system (add additional pages if needed.)
The project is located within the jurisdiction of the South Florida Water
Management District (SFWMD) within the Big Cypress Basin. The surface hydrology
within the Big Cypress Basin is shaped by a system of drainage canals and structures.
The drainage system is separated into eight major basins. The project is within the major
basins of the Golden Gate Canal.
• Are there any existing permitted stormwater management facilities/ponds within
the project limits? Yes ☒ No ☐
16.A.15.a
Packet Pg. 636 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
• If yes, provide the location and permit number (add additional pages if needed)
It is anticipated that mitigation of surface water would require a South Florida
Water Management District Environmental Resource Permit.
• Discuss proposed stormwater management permits needed for the
improvements. Click here to enter text.
• List specific utilities within project limits and describe any potential conflicts (add
additional pages if needed): Click here to enter text.
• Discuss Bridges within project limits? Click here to enter text.
• Can bridges accommodate proposed improvements? Yes ☐ No ☒
If no, what bridge improvements are proposed? (Offset and dimensions of the
improvements, add additional pages if needed):
There will be a new bridge structure to cross the Golden Gate Canal.
9. Has Right-of-way (ROW), easements, or ROW activity already been performed/acquired
for the proposed improvements? If yes, please provide documentation
Yes ☐ No ☒
If ROW or Easements are needed detail expected area of need (acreage needed,
ownership status):
Right-of-way will be required and will be determined during the design phase of
the project.
10. Discuss required permits (ERP, Drainage, Driveway, Right of Way, etc.): Collier County
will work with all appropriate regulatory agencies during the permitting process.
There wil be an impact to residential parcels of property, driveways and access
based on the project. There are no anticipated residential or business
displacements caused by the project. The project is not anticipated to have
significant natural, social, cultural, or physical impacts.
If none are needed, state the qualified exemption:
Click here to enter text.
11. Are there any wetlands within the project limits? Yes ☒ No ☐
If yes, list the type of wetlands, estimated acreage and if mitigation will be required.
Please note whether the project is within the geographic service area of any approved
mitigation banks. Provide any additional information:
Impacts to wetlands and surface waters are anticipated to be minimal. Approximately 5.0
acres of wetlands and 1.1 acres of surface waters are anticipated to be impacted by the
project. Impacts to wetlands include Mixed Wetland Hardwoods (FLUCCS 6170),
Cypress (FLUCCS 6210), Cypress‐Pine‐Cabbage Palm,disturbed (FLUCCS 6249),
16.A.15.a
Packet Pg. 637 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Hydric Pine Flatwoods (FLUCCS 6250 and 6259), Wetland Forested Mixed(FLUCCS
6309), and Wetland Shrub (FLUCCS 6318 and 6319). Impacts to surface waters include
Streams and Waterways (FLUCCS 5100), Major Canals (FLUCCS 5120) and Ditches
(FLUCCS 5140). The potentially affected wetland/surface water areas were evaluated
using the Uniform MitigationAssessment Method (UMAM) to assess their ecological
functions and determine the amount ofmitigation necessary to offset the loss. The
UMAM assessment of the USACE and SFWMD‐jurisdictional wetlands and surface
waters for the Recommended Alternative is estimated at 2.58 federal mitigation UMAM
credits (does not include potential ponds). The Natural Resource Report includes the
UMAM assessments.
12. Are there any federal or state listed/protected species within the project limits?
Yes ☒ No ☐
If yes, list the species and what, if any mitigation or coordination will be necessary:
Based on the review of available information from the FWC and USFWS in relation to
the potential habitat impacts that may be associated with the project, an effect
determination was established for each federal and state-listed/protected species
(including protected nonlisted wildlifespecies) that may occur in the project vicinity. The
Study can be provided upon request.
If yes, discuss critical habitat within the project limits: Click here to enter text.
13. Discuss whether any prior reviews or surveys have been completed for historical and
archaeological resources (include year, project, results)
No significant archealolgical or historical resources are recorded within the project area.
14. Are any Recreational, historical properties or resources covered under section 4(f)
property within the project limits? Yes ☒ No ☐
(Provide details) There is one bridge crossing a north-south canal. This bridge is a
common type, which was built in the 1960s, and therefore, by being 50 years old or
older, is considered historic, and will require documentation for the FMSF if a CRAS is
conducted.
15. Discuss whether any prior reviews or surveys have been completed for sites/facilities
which may have potential contamination involvement with the proposed improvements.
This should include a discussion of locations which may directly impact the project
location, or be which may be exacerbated by the construction of the proposed
improvements. Click here to enter text.
16. Are lighting improvements requested as part of this project? Yes ☒ No ☐
Please provide a lighting justification report for the proposed lighting.
Currently there is some lighting along the project at the intersections. Additional
information will be developed during design and can be provided upon request.
16.A.15.a
Packet Pg. 638 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
17. Is a mid-block crossing proposed as part of the project? Yes ☐ No ☒
If yes, please provide the justification for mid-block crossing.
Additional information can be provided upon request.
Required Attachments
A. Detailed Project Scope with Project Location Map with sufficient level of detail (Please
include typical section of proposed improvements)
B. Project Photos – dated and labeled (this is important!)
C. Detailed Cost Estimates including Pay Items
D. LRTP and Local CIP page
E. Survey/As-builts/ROW documentation/Utility/Drainage information
F. Detailed breakdown of ROW costs included in estimate (if ROW is needed/included in
request or estimate)
16.A.15.a
Packet Pg. 639 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Applicant Contact Information
Agency Name:
Mailing Address: Collier County Board of County Commissioners
2685 S. Horseshoe Dr., Suite 103, Naples, FL 34104
Contact Name and Title: Lorraine Lantz, AICP; Principal Planner
Email: Lorraine.Lantz@CollierCountyFL.gov Phone: (239) 252-
5779
Signature: ____________________________ Date: _____________________
Your signature indicates that the information included with this application is accurate.
Maintaining Agency:
Contact Name and Title: Collier County Board of County Commissioners
Trinity Scott, Department Head
Email: Trinity.Scott@colliercountyFL.gov Phone: (239) 252-6064
Signature: ____________________________ Date: _____________________
Your signature serves as a commitment from your agency to maintain the facility requested.
MPO/TPO:
Contact Name and Title: Collier MPO
Anne McLaughlin, Executive Director
Email: Anne.McLaughlin@CollierCountyFL.gov Phone: (239) 252-
5884
Signature: ____________________________ Date: _____________________
Your signature confirms the request project is consistent with all MPO/TPO plans and
documents, is eligible, and indicates MPO/TPO support for the project.
16.A.15.a
Packet Pg. 640 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 1 of 11
Grant Supplemental Information
Randall Blvd. from 8th St. NE to Everglades Blvd.
Regional Location Map
16.A.15.a
Packet Pg. 641 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 2 of 11
Location Map
Red box indicates project location.
Crash data – additional information provided in a separate attachment.
16.A.15.a
Packet Pg. 642 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 3 of 11
Current Project Status:
Collier County completed the corridor study in 2019. The Randall Blvd. And Oil Well Rd. Corridor Study
can be found on the Transportation Planning website at:
https://www.colliercountyfl.gov/government/growth-management/divisions/capital-project-planning-
impact-fees-and-program-management/transportation-planning-section/planning-studies
Additional phases of this project will include:
Design,
Engineering, and
Construction of the project
Collier County completed a corridor study to evaluate potential roadway network improvements near
Randall Boulevard and Oil Well Road in Collier County, Florida. The study evaluated several corridor
alternatives to enhance traffic operations and safety conditions based on current and future travel
demands. On May 14, 2019, the Board of County Commissioners voted to approve the staff
recommendation to expand Randall Blvd. (between 8th St. and Everglades Blvd.) to 6-lanes, Randall
Blvd. (between Everglades Blvd. and Desoto. Blvd.) to for 4-lanes, and expand Everglades Blvd. (between
Oil Well Rd. and Randall Blvd.) to 4-lanes. This was referred to as Alternative 2 Plus (2+).
16.A.15.a
Packet Pg. 643 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 4 of 11
Approved Alternative (referred to as Alternative 2+)
Conceptual cross section. The location, slope and widths may be revised when the project
design is finalized.
Typical Section – the four-lane typical section is shown above with the ability to provide one
additional lane in each direction in the future by widening to the inside with a 44-foot
center median. This typical section is a 4-Lane Expandable to 6-lanes with curb and gutter.
16.A.15.a
Packet Pg. 644 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 5 of 11
While not on the State Highway System, it is Federal Aid Eligible, as referenced in the FDOT map below
dated April 4, 2022.
Project Location
16.A.15.a
Packet Pg. 645 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 6 of 11
Federal Functional Classification Map
Project Location
16.A.15.a
Packet Pg. 646 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 7 of 11
Collier Area Transit (CAT) System Map
Note there are no existing transit routes in the project location.
Project Location
16.A.15.a
Packet Pg. 647 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 8 of 11
Construction Cost Estimate provided by Collier County Transportation Engineering
Randall requires a design phase before construction. Cost Estimate of $38,400,00 was used to estimate
design at 15% as follows: Design = $5,760,000.
16.A.15.a
Packet Pg. 648 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 9 of 11
Walk Score for Randall Blvd. and 8th St. NE
16.A.15.a
Packet Pg. 649 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 10 of 11
Walk Score for Randall Blvd. and Everglades Blvd.
16.A.15.a
Packet Pg. 650 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Page 11 of 11
16.A.15.a
Packet Pg. 651 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades
None
CDMS - Crash Data Management System
Report Memo:
RESERVE FOR MAP SCREENSHOT
Selections used to generate this report:
Years: 2022,2021,2020,2019,2018,2017
Saved Area 1: -81.5923591907357,26.276867485354536,-81.54455149725433,26.27902238440849
16.A.15.a
Packet Pg. 652 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
Intersection Summary
Top 40 Report
Click for Drill Down
Aging
Driver
65+
Teen
Driver
15-19
Comm.
Veh
Total
Injuries
Total
Fatalities
Total
Crashes
Fatal
Crashes
Head
On
Right
Turn
Left
Turn
Distract
Driving
Speed
Agr.
Driving
Work
ZoneAngleBikePedPossible
Injury
Non
Incap
Motor
Cycle
Lane
Depart
No
Restraint
ImpairedAt
Int.Incap
Injury Severity Ped and
Bike
Crash Type Strategic Highway
Safety Plan
65 1 4 0 0 18 1 0 0 7 1 34 6 18 1 0 3 7 16 3 1 16 9 3 EVERGLADES BLVD N @ RANDALL BLVD
46 1 13 0 0 11 3 0 1 7 2 17 8 15 1 0 7 8 11 3 0 10 4 0 RANDALL BLVD @ 16TH ST NE
33 0 2 0 0 4 0 0 1 3 1 12 5 7 0 0 2 3 8 0 2 7 7 0 RANDALL BLVD @ 8TH ST NE
11 0 0 0 0 1 4 0 0 0 0 3 3 2 0 0 0 0 1 0 0 0 3 0 RANDALL BLVD @ VALENCIA LAKES BLVD
7 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 ORANGE GROVE TRL @ VALENCIA LAKES BLVD
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IMMOKALEE RD (CR 846) @ RANDALL BLVD
1 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 BIRDIE DR @ DOUBLE EAGLE TRL
Tuesday, April 26, 2022 Page 2 of 15
16.A.15.a
Packet Pg. 653 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
0
5
10
15
20
25
30
35
40
2017 2018 2019 2020 2021 2022
Number of Crashes By Year
Breakdown of Crashes by Year
2017 2018 2019 2020 2021 2022
PDO 25 18 24 26 29 10
Possible Injury 1 3 6 1 6 1
Injury Crashes 2 2 5 1 1 1
Fatal Crashes 0 0 2 0 0 0
Total Crashes 28 23 37 28 36 12
Tuesday, April 26, 2022 Page 3 of 15
16.A.15.a
Packet Pg. 654 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
0
4
8
12
16
20
24
28
32
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
Number of Crashes by Day of Week
Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total
PDO 17 19 14 22 14 23 23 132
Possible Injury 2 4 4 1 2 1 4 18
Injury Crashes 1 3 3 0 0 3 2 12
Fatal Crashes 0 1 0 0 1 0 0 2
Total Crashes 20 27 21 23 17 27 29 164
Tuesday, April 26, 2022 Page 4 of 15
16.A.15.a
Packet Pg. 655 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
0
4
8
12
16
20
January February March April May June July August September October November December
Number of Crashes by Month
January February March April May June July August September October November December Total
PDO 14 12 10 12 13 4 10 11 12 8 15 11 132
Possible Injury 3 1 2 3 2 0 1 2 0 1 2 1 18
Injury Crashes 2 0 2 0 0 0 1 2 1 1 0 3 12
Fatal Crashes 0 0 0 0 0 0 0 0 0 0 0 2 2
Total Crashes 19 13 14 15 15 4 12 15 13 10 17 17 164
Tuesday, April 26, 2022 Page 5 of 15
16.A.15.a
Packet Pg. 656 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
0
4
8
12
16
20
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
Crashes by Time of Day
12:00
AM
1:00
AM
2:00
AM
3:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
PDO 1 1 1 2 2 6 14 15 5 4 3 5 11 3 10 14 7 9 7 4 3 5
Possible Injury 0 0 0 0 0 1 0 3 0 1 0 0 2 1 1 4 1 0 2 1 0 1
Injury Crashes 1 0 1 0 0 0 2 1 1 0 0 0 0 3 1 0 1 0 0 1 0 0
Fatal Crashes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0
Total 2 1 2 2 2 7 16 19 6 5 3 5 13 7 12 18 9 9 9 6 5 6
Tuesday, April 26, 2022 Page 6 of 15
16.A.15.a
Packet Pg. 657 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
Crashes
Driver ActionsDriver Age Summary (Vehicle 1, Driver 1)
Agr. DrivingDistractionRun Off-RoadRun ControlSpeedingIntoxicationBikePedsInjuriesFatalitiesMotorcycleDrill Down Rpt.
< 15Age 1 0 0 0 0 0 0 0 0 0 0 0
15 to 19Age 26 0 6 0 0 0 1 0 0 1 7 8
20 to 24Age 21 0 0 0 0 0 0 0 1 1 5 10
25 to 29Age 14 1 6 0 0 0 1 0 1 2 2 3
30 to 34Age 17 0 2 0 0 2 1 0 1 1 7 6
35 to 39Age 20 0 0 0 0 0 0 0 2 1 9 9
40 to 44Age 6 1 1 0 0 1 1 0 0 0 2 3
45 to 49Age 5 0 0 0 0 0 0 0 0 0 0 4
50 to 54Age 12 0 2 0 0 0 0 0 1 0 1 6
55 to 59Age 10 0 0 0 0 0 2 0 0 1 1 4
60 to 64Age 4 0 0 0 0 0 0 0 1 0 2 4
65 to 69Age 5 0 0 0 0 0 0 0 0 0 0 3
70 to 74Age 4 0 0 0 0 0 0 1 1 0 0 3
75 to 79Age 3 0 0 0 0 0 0 0 1 0 0 2
80 to 84Age 2 0 1 0 0 0 0 0 1 0 0 2
85 to 89Age 0 0 0 0 0 0 0 0 0 0 0 0
>= 90Age 0 0 0 0 0 0 0 0 0 0 0 0
No DataAge 14 0 1 0 0 0 0 0 0 3 0 0
0
4
8
12
16
20
24
28
< 15 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70 to 74 75 to 79 80 to 84 85 to 89 >= 90 No Data
1
26
21
14
17
20
6 5
12
10
4 5 4 3 2
0 0
14
AgeTotal CrashesDriver Age
Tuesday, April 26, 2022 Page 7 of 15
16.A.15.a
Packet Pg. 658 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Impact Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
36Angle 1 22 0 24 0 0 0 6 0
3Front to Front 0 1 3 1 0 0 0 1 0
78Front to Rear 1 13 0 29 2 0 0 9 2
1Rear to Side 0 0 0 0 0 0 0 0 0
8Sideswipe, same direction 0 1 8 4 0 0 0 0 0
38Unknown 0 5 13 9 1 0 0 3 1
Crash Type Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Relation to Intersection
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
42Intersection 1 42 5 22 1 0 0 5 1
22Intersection-Related 0 0 2 11 1 0 0 0 1
70Non-Junction 1 0 11 25 1 0 0 10 1
2Driveway/Ally Access Related 0 0 0 0 0 0 0 0 0
1Entrance/Exit Ramp 0 0 0 1 0 0 0 0 0
7Other, Explain in Narrative 0 0 3 3 0 0 0 0 0
20Unknown 0 0 3 5 0 0 0 4 0
Tuesday, April 26, 2022 Page 8 of 15
16.A.15.a
Packet Pg. 659 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
Vehicle 1 Direction Summary
Angle Front to
Front
Front to
Rear
No Data Other,
Explain in
Narrative
Rear to
Side
Sideswipe
, Opposite
Direction
Sideswipe
, same
direction
Unknown
N 7 0 10 8 1 0 2 3 1
S 10 1 6 1 1 1 0 0 0
E 7 1 31 7 2 0 1 4 3
W 10 1 30 2 6 0 0 1 2
Others 2 0 1 0 0 0 0 0 1
Total 36 3 78 18 10 1 3 8 7
N
S
E
W
Others
32
20
56
52
4
Total Crashes By Vehicle 1 Direction
Crash Type By Vehicle 1 Direction
Tuesday, April 26, 2022 Page 9 of 15
16.A.15.a
Packet Pg. 660 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
At Fault Vehicle Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
3Medium/Heavy Trucks (more than 10,000lbs 0 1 0 2 0 0 0 0 0
2Motorcycle 0 1 0 0 2 0 0 0 2
5Other Light Trucks (10,000lbs (4,536kg) 0 0 1 3 0 0 0 0 0
2Other, Explain in Narrative 0 0 0 0 0 0 0 0 0
87Passenger Car 1 24 13 33 1 0 0 15 1
4Passenger Van 0 0 1 3 0 0 0 0 0
24Pickup 1 5 3 9 0 0 0 1 0
4Unknown 0 2 2 0 0 0 0 1 0
33No Data 0 9 4 17 0 0 0 2 0
Tuesday, April 26, 2022 Page 10 of 15
16.A.15.a
Packet Pg. 661 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Movement
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
110Straight Ahead 2 30 6 40 2 0 0 14 2
11Turning Left 0 2 4 7 0 0 0 3 0
3Turning Right 0 0 1 1 0 0 0 0 0
1Backing 0 0 0 0 0 0 0 0 0
5Overtaking/Passing 0 1 1 4 0 0 0 0 0
10Slowing 0 2 2 6 0 0 0 0 0
8Other, Explain in Narrative 0 1 4 1 1 0 0 0 1
16Unknown 0 6 6 8 0 0 0 2 0
Tuesday, April 26, 2022 Page 11 of 15
16.A.15.a
Packet Pg. 662 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
Roadway Condition Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Roadway Location
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
151On Roadway 2 40 17 67 3 0 0 16 3
2Shoulder 0 0 1 0 0 0 0 0 0
11Off Roadway 0 2 6 0 0 0 0 3 0
At IntersectionCrashesLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)Road Condition
Wet 5 2 7 1 1 0 0 2 0 18
Dry 37 22 60 2 2 0 0 17 2 146
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Contributing Cause Summary
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
145None 2 41 20 60 2 0 0 17 2
2Debris 0 0 1 0 0 0 0 0 0
1Work Zone 0 0 0 1 0 0 0 0 0
5Other, Explain in Narrative 0 0 1 3 0 0 0 0 0
11Unknown 0 1 2 3 1 0 0 2 1
Tuesday, April 26, 2022 Page 12 of 15
16.A.15.a
Packet Pg. 663 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
Traffic Control
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
Traffic Control Signal 31 0 6 6 13 0 0 0 3 0
Stop Sign 34 0 24 4 21 1 0 0 5 1
Flashing Signal 1 1 0 0 1 0 0 0 1 0
No Controls 93 1 12 14 32 2 0 0 10 2
Other, Explain in Narrative 4 0 0 0 0 0 0 0 0 0
Unknown 1 0 0 0 0 0 0 0 0 0
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Alignment
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
131Straight 2 37 17 55 3 0 0 16 3
4Curve Left 0 0 1 0 0 0 0 0 0
29Unknown 0 5 6 12 0 0 0 3 0
Tuesday, April 26, 2022 Page 13 of 15
16.A.15.a
Packet Pg. 664 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
Environment Summary Report
Crashes
Lighting
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)
114 0 25 15 44 2 0 0 11 2 Daylight
13 1 6 2 6 0 0 0 3 0 Dark-Lighted
2 0 1 0 2 0 0 0 0 0 Dusk
5 0 0 1 2 0 0 0 0 0 Dawn
30 1 10 6 13 1 0 0 5 1 Dark-Not Lighted
0
20
40
60
80
100
120
140
Dark (No Street Light)Not Dark
Crashes
Strategic Highway Safety Plan (SHSP)Weather
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Clear 115 1 10 0 0 1 48 17 32 1
Cloudy 33 1 6 0 0 2 12 5 6 2
Fog, Smog, Smoke 3 0 1 0 0 0 2 0 0 0
Rain 13 0 2 0 0 0 5 2 4 0
0
20
40
60
80
100
120
140
160
Rain Fog Not Rain or Fog
Tuesday, April 26, 2022 Page 14 of 15
16.A.15.a
Packet Pg. 665 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Randall - 8th to Everglades CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
164 2 to01/28/2017 04/12/2022 19 0 0 3 3 67 24 42 10 1 6 2 35
InjuriesFatalitiesCrashesArea
Located Crashes
2 12 GOLDEN GATE ESTATES 99
0 3 NAPLES 26
0 4 UNINCORPORATED 39
2 19 Totals: 164
Private Property, Parking Lot, and Unlocated Crashes
InjuriesFatalitiesCrashesArea
Totals:
Tuesday, April 26, 2022 Page 15 of 15
16.A.15.a
Packet Pg. 666 Attachment: 1 - CIGP Application Package - Randall (22326 : CIGP - 4 Application Packages)
Florida Department of Transportation
RON DESANTIS
GOVERNOR 10041 Daniels Parkway
Fort Myers, FL 33913
KEVIN J. THIBAULT, P.E.
SECRETARY
Improve Safety, Enhance Mobility, Inspire Innovation
www.fdot.gov
November 30, 2021
The Honorable Penny Taylor
Collier County Board of County Commissioners
3299 Tamiami Trail East
Suite 303
Naples, FL 34113
Re: Request for County Incentive Grant Program (CIGP) Priorities Fiscal Year
2027/2028
Dear Chair Taylor:
Each year the Florida Department of Transportation (FDOT) coordinates the
development of the Draft Five Year Work Program with all counties in District One,
which includes priority projects funded through the County Incentive Grant Program
(CIGP). Early submittal is necessary in order to allow sufficient time to evaluate
projects for eligibility and constructability. CIGP applications and an adopted and
approved list of prioritized projects must be received no later than July 1, 2022.
Chapter 339.2817, Florida Statutes, establishes funding to counties for improvements
on the State Highway System as well as local facilities, including transit, which can
be demonstrated to relieve congestion on the State Highway System. To be eligible
for CIGP funding, candidate projects must be consistent with the Florida
Transportation Plan, Local Government Comprehensive Plan, and the Long Range
Transportation Plan, where a Metropolitan/Transportation Planning Organization
(MPO/TPO) is established. A minimum 50% local match is required for projects
funded through CIGP, however counties designated as Rural Areas of Opportunity
are eligible for a local match waiver. Letters of application shall address the following:
1. Name and contact information of the applicant
2. Complete description of the project, including a location map
3. Detailed description of how the project would reduce congestion on the
state highway system
16.A.15.e
Packet Pg. 667 Attachment: Collier County-Request for CIGP Applications FY28 (22326 : CIGP - 4 Application Packages)
Chair Taylor
Page 2
4. Certification from the County's chief financial officer that sufficient matching
funds are available
5. Details of project phases included in the request
6. Cost estimate
Thank you for your continued cooperation. For additional information regarding this
program please contact:
H. Wayne Gaither
Southwest Area Office Director
10041 Daniels Parkway
Fort Myers, FL 33913
(239) 225-1971
wayne.gaither@dot.state.fl.us.
HWG
Cc: Mark Isackson, County Manager
Trinity Scott, Deputy Department Head, Growth Management
Anne McLaughlin, Executive Director, Collier MPO
Victoria Peters, MPO Liaison
16.A.15.e
Packet Pg. 668 Attachment: Collier County-Request for CIGP Applications FY28 (22326 : CIGP - 4 Application Packages)
June 28, 2022
Via Email
Mr. H. Wayne Gaither
Florida Department of Transportation, District One
Southwest Area Office Director
10041 Daniels Parkway
Fort Myers, FL 33913
RE: Response to Request for County Incentive Grant Program Priorities for Fiscal Years
2027/2028
Dear Mr. Gaither:
This letter is in response to the request for the County Incentive Grant Program (CIGP) priorities
for Fiscal Years 2027/2028. Please accept this grant application for the widening of Oil Well Road
from Everglades Blvd. to Oil Well Grade Rd. in Collier County. We believe this project is an
excellent candidate for CIGP funding as the project would help relieve congestion on State
Highway System (SHS) facilities, I-75 and SR29.
1. Name and contact information of the applicant:
Amy Patterson, County Manager
Staff Representative:
Trinity Scott, Department Head
Transportation Management Services Department
2885 S. Horseshoe Drive
Naples, FL 34104
(239) 252-8192
2. Complete description of the project, including a location map.
The project is located on Oil Well Rd. from Everglades Blvd. to Oil Well Grade Rd. in Collier
County, Florida. Figures 1 and 2 present the Regional and Project Location Maps, respectively.
Oil Well Rd. is classified as a minor east-west arterial corridor that serves both urban and rural
Collier County, in the area of Golden Gate Estates. Oil Well Road is also a Collier County
Evacuation Route and has two schools which serve as emergency shelters in the vacinity of the
project.
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 2 of 17
Figure 1. Regional Location Map
Figure 2. Project Location Map
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 3 of 17
Collier County Collier County will expand Oil Well Road from a 2 lane to a 6-lane roadway for
approximately 3.5 miles from Everglades Blvd. to Oil Well Grade Rd.
Pictures of the existing conditions are presented as Table 1, along with a Collier County aerial
from the Property Appraiser in 2022. Figures 3 and 4 include the plans submitted for this project
in 2011, however, based on lack of funding, this project has not moved forward to construction.
Table 1. Existing Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Aerial of
Existing
roadway / April
2022
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 4 of 17
Table 1. Existing Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Aerial of
Existing
Roadway / April
2022
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 5 of 17
Table 1. Existing Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Photo of Oil
Well Rd. at
Everglades Blvd.
Intersection /
2022
Oil Well Rd. –
East of
Everglades
intersection
where road
tapers / 2022
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 6 of 17
Table 1. Existing Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Oil Well Rd. at
Faka Union
Canal / 2022
Oil Well Rd. at
DeSoto Blvd.
intersection /
2022.
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 7 of 17
Table 1. Existing Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Oil Well Rd. –
East of DeSoto
Blvd. / 2022.
Oil Well Rd. at
Oil Well Grade
Road / 2021
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 8 of 17
Figure 3. Proposed Oil Well Road Widening Plans – submitted in 2011
Figure 4. Oil Well Road Typical Section – based on 90% Plans submitted in 2007
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 9 of 17
3. Detailed description of how the project would reduce congestion on the State Highway
System (SHS).
The Oil Well Road Widening Project is a major improvement which will alleviate congestion and
delay on major state and regional roads. This improvement will also add capacity on both state
highway system facilities (I-75 and SR29). This project is parallel to I-75 an SIS Facility and
accessible via SR29. Oil Well Road provides connectivity between the rural areas of Collier
County and the state by expanding the transportation route choices for people and freight. The
project will also enhance the system of local roads and streets. The segment of Oil Well Road,
currently has a level of service (LOS) of C.
Review of the Collier County Crash Data Management System (CDMS), shows that between
February 10, 2017 and March 2, 2022, there have been 65 crashes along Oil Well Road in the
project area. Of those crashes, two were fatal and 12 included serious injuries. Figure 6 presents
a map of the crash locations on Oil Well Road. Figure 7 presents the CDMS report which
provides crashes by year and severity. Figure 8 presents the location of crashes on parallel
facilities including SR29 and I-75, over the same time period. Since 2017, there have been 1,262
crashes on parallel facilities, resulting in 22 fatalities and 212 injuries. Increased congestion tends
to increase traffic accident risks. The proposed project is expected to reduce congestion, and
therefore reducing crash risks and improve overall traffic operations along.
As presented on Figure 9, the project area serves Collier Area Transit bus service Route 28. Based
on the Collier County 2021-2030 Transit Development Plan, 2021 average annual ridership for
Route 28 is 26,719 passengers. Reducing congestion in the project area improves the reliability
of the overall transit system in the County.
While not on the SHS, Oil Well Road is Federal Aid Eligible, as referenced in the FDOT Federal
Aid Eligibility Map presented as Figure 10 (dated April 4, 2022). Oil Well Road is classified as
a Rural Minor Arterial in the Federal Functional Classification Map (reference Figure 11)
approved by the Federal Highway Administration on January 23, 2014.
An improved roadway network is not only needed for commuting purposes, but also critical to
improve access for emergency responders including fire departments, medical services, and law
enforcement. The additional capacity provided by the improvements will provide for a more
efficient connection between many community resources including existing neighborhoods,
schools, churches, regional parks, and commercial businesses. Further, the proposed project will
relieve traffic congestion on I-75 and SR29, and provide for the efficient movement of people,
goods, and services, as well as improve the multimodal connections between the rural and
urbanized area. This project will also provide economic development and goods movement
between the counties. This facility will improve travel reliability by decreasing travel times,
reducing vehicle miles traveled, reducing congestion, and reducing emissions from idling
vehicles. There will also be a reduced need for road maintenance, as reduced vehicle miles
traveled on the roads means less maintenance, operations, and improvement costs to the parallel
facilities.
Without State assistance, the County will be required to wait until enough local funding is
collected to fully fund the project, further delaying traffic congestion relief to I-75 and SR29.
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 10 of 17
Figure 6. Crash Locations (Feb. 2017 – March 2022)
Figure 7. Crash Data by Year and Severity (Feb. 2017 – March 2022)
Immokalee Road Livingston Road
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 11 of 17
Figure 8. Crash Locations on Parallel Facilities
Project Location
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 12 of 17
Figure 9: Collier Area Transit - Portion of Full System Map
Project Location
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 13 of 17
Figure 10. Federal Aid Eligibility Map
Project Location
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 14 of 17
Figure 11. Federal Functional Classification Map
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 15 of 17
4. Certification from the County’s chief financial officer that sufficient matching funds are
available:
A signed certificate of project funding is available upon request.
5. Details of project phases included in the request:
The project is fully funded through the Construction phase (Project Number 37) in the Collier
Metropolitan Planning Organization (MPO) 2045 Long Range Transportation Plan (LRTP) Cost
Feasible Plan between 2026 and 2030 (Reference Figure 13). Further, Advanced Construction of
the proposed project is currently in the County’s 5-Year Work Program Fiscal Years 2022 – 2026
(Reference Figure 12). The 5-Year Work Program is tied to the County’s Capital Improvement
Element, which will be amended or updated as necessary, should this project be awarded CIGP
grant.
Figure 12. Collier County’s Fiscal Years 2021-2025 5-Year Work Program
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 16 of 17
Figure 13. Collier MPO’s 2045 Long Range Transportation Plan (Cost Feasible Plan)
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
OIL WELL RD. WIDENING IMPROVEMENT
Page 17 of 17
6. Cost Estimate:
As presented in the Collier MPO’s 2045 LRTP Cost Feasible Plan, the long-range estimate for
the Preliminary Engineering and the Construction totaled $48.83 Million. Collier County
completed an updated cost estimate for the project in April 2022. The project is now estimated
at $58,248,358. Collier County is requesting $6,000,000 in funding for the Oil Well Road
Widening Project.
Thank you for your assistance and we appreciate your cooperation. Please contact me for any
additional information you may need.
Sincerely,
Trinity Scott, Department Head
Transportation Management Services Department
Attachments:
1. FDOT Application Packet
2. Grant Supplemental Information
3. Crash Report
CC: Amy Patterson, County Manager
Commissioner William McDaniel, Jr., BCC Chairman
Victoria Peters, FDOT, District One Liaison
District One
Priority Project Information Packet
Please fill out this application completely. Please ensure all attachments are LEGIBLE
Applications containing insufficient information will not be reviewed by the FDOT.
Name of Applying Agency: Collier County BCC – Transportation Management Services
Department
Project Name: Oil Well Road from Everglades Blvd. to Oil Well Grade Rd.
Project Category:
Congestion Management ☐ TRIP ☒ CIGP ☒
Transportation Alternative ☐ Transit/Modal ☐
For more information on State Grant Programs (CIGP, SCOP, SCRAP, TRIP) please click here.
Is applicant LAP certified? Yes ☒ No ☐
Is project on State Highway System? Yes ☐ No ☒
If the project is off the state system and the applicant is LAP certified the project will be
programmed as a LAP project.
Is the roadway on the Federal Aid Eligible System? Yes ☒ No ☐
If yes, provide Federal Aid roadway number: ID# 03632000 - RMIA
If no, give local jurisdiction: Click here to enter text.
http://www.fdot.gov/statistics/fedaid/
Detailed Project Limits/Location:
Describe begin and end points of project, EX., from ABC Rd. to XYZ Ave. Limits run south to
north or west to east. Include jurisdiction (city/county), project length, attach a labeled project,
map.
The proposed roadway improvement project is to widen Oil Well Road in Collier County from the existing
two-lane rural roadway to a four-lane with a potential to six-lane rural roadway with associated sidewalks
and intersection/side street improvements. The existing two-lane undivided rural arterial roadway will be
widened to a six-lane divided section between Everglades Boulevard and Oil Well Grade Road and
includes associated intersection improvements. This project has also been known as Oil Well Road -
Segment 3.
This project is approximately 3.5 miles long.
Discuss how this project is consistent with the MPO/TPO Long Range Transportation
Plan?
Page Number (attach page from LRTP): The project is fully funded through the Construction
phase (Project Number 37) in the Collier Metropolitan Planning Organization (MPO) 2045 Long
Range Transportation Plan (LRTP) Cost Feasible Plan between 2026 and 2030. 2045 LRTP
Cost Feasible Plan Projects Table ES-6, Page ES-27.
Discuss the project in the local jurisdiction’s Capital Improvement Plan?
(Attach page from CIP): Project # 60144 – Oil Well (Everglades to Oil Well Grade) is in the 2022
Year Work Program for Advanced Construction for FY2022-FY2026.
Project Description
Phase(s) requested:
Planning Study ☐ PD&E ☐ PE ☐ ROW ☐ CST ☒ CEI ☒
Project cost estimates by phase (Please include detailed cost estimate and
documentation in back-up information):
Phase
(PD&E, ROW, PE,
CST)
Estimated
Total Cost Funds Requested Matching
Local Funds
Local Fund
Source
Type of Match
(Cash, in-kind)
CST 58248358 6000000 52248358
Impact Fees, Gas
Tax and/or general
funds
Cash
[Phase] 0 [Number] [Number] [Fund Source] [Match Type]
[Phase] [Number] [Number] [Number] [Fund Source] [Match Type]
[Phase] [Number] [Number] [Number] [Fund Source] [Match Type]
Total Project Cost: $ 58,248,358
Project Details: Clearly describe the existing conditions and the proposed project and desired
improvements in detail. Please provide studies, documentation, etc., completed to-date to
support or justify the proposed improvements. Include labeled photos and maps. (Add additional
pages if needed):
The design was 100% completed in 2011 and put on hold for lack of funding. The design/plans
may have to be updated based on the length of time between design/plan completion and
construction.
Constructability Review
For items 2-9 provide labeled and dated photos (add additional pages if needed)
1. Discuss other projects (ex. drainage, utility, etc.) programmed (local, state or federal)
within the limits of this project? There are no projects currently planned within the project
limits.
2. Does the applicant have an adopted ADA transition plan? Yes ☒ No ☐
Identify areas within the project limits that will require ADA retrofit. (Include GIS
coordinates for stops and labeled photos and/or map.)
Click here to enter text.
3. Is there a rail crossing along the project?
Yes ☐ No ☒
What is the Rail MP?
Enter MP
4. Are there any transit stops/shelters/amenities within the project limits?
Yes ☒ No ☐
How many? There are 2 transit stops are located in the project area.
Stop ID number: 577 and 578
5. Is the project within 10-miles of an airport? Yes ☐ No ☒
6. Coordinate with local transit and discuss improvements needed or requested for bus
stops?
(add additional pages if needed):
Click here to enter text.
7. Are turn lanes being added? Yes ☒ No ☐
If yes, provide traffic counts, length, and location of involved turn lanes.
Please see the proposed plans.
8. Drainage structures:
Number of culverts or pipes currently in place: More details regarding crossing
the Faka Union Canal and the drainage are available in the plans and
South Florida Water Management District Environmental Resource Permit
(ERP) # 11-01745-P available upon request.
Discuss lengths and locations of each culvert along the roadway: See permit
and plans, available upon request.
Discuss the disposition of each culvert and inlet. Which culverts are “to remain”
and which are to be replaced, upgraded, or extended? Additional information will
be determined with a review of the design.
Discuss drainage ditches to be filled in?
(Discuss limits and quantify fill in cubic yards) Additional information will be
determined with a review of the design.
Describe the proposed conveyances system (add additional pages if needed.)
Additional information will be determined with a review of the design.
Are there any existing permitted stormwater management facilities/ponds within
the project limits? Yes ☒ No ☐
If yes, provide the location and permit number (add additional pages if needed)
Infromation from Permit # 11-01745-P. The site is a segment of Oil Well
Road (CR 858) from 1,350-ft west of Everglades Boulevard to 1,310-ft west of Oil
Well Grade Road and a section of DeSoto Boulevard in Collier County, Florida. A
location map is attached.This segment of Oil Well Road widening contains
approximately 9.3 acres of other surface waters and17.96 acres of wetlands
within the project area with 12.00 acres of associated secondarily impacted
adjacent offsite wetlands. Mitigation for wetland and other surface water impacts
were addressed under ERP Application # 061010-15 and Permit #11-01745-P.
Portions of the wetlands and other surface waters directly adjacent to the other
permitted segments of the Oil Well Road widening have already been impacted
as a part of the ongoing construction activities.
Discuss proposed stormwater management permits needed for the
improvements. Additional information will be determined with a review of the
design.
List specific utilities within project limits and describe any potential conflicts (add
additional pages if needed): Additional information will be determined with a review
of the design.
Discuss Bridges within project limits? There is a bridge over the Faka Union Canal.
Can bridges accommodate proposed improvements? Yes ☐ No ☒
If no, what bridge improvements are proposed? (Offset and dimensions of the
improvements, add additional pages if needed):
See the previously referenced plans and permits.
9. Has Right-of-way (ROW), easements, or ROW activity already been performed/acquired
for the proposed improvements? If yes, please provide documentation
Yes ☒ No ☐
If ROW or Easements are needed detail expected area of need (acreage needed,
ownership status):
ROW was acquired through BCC Resolution 2007-123, available upon request.
10. Discuss required permits (ERP, Drainage, Driveway, Right of Way, etc.): Appropriate
permits for the Oil Well Rd. from Immokalee Rd. to Camp Keais Rd. were
obtained. Please see referenced permits. They may have to be renewed,
updated or modified as appropriate.
If none are needed, state the qualified exemption:
Click here to enter text.
11. Are there any wetlands within the project limits? Yes ☒ No ☐
If yes, list the type of wetlands, estimated acreage and if mitigation will be required.
Please note whether the project is within the geographic service area of any approved
mitigation banks. Provide any additional information:
There are portions of the wetlands within this segment which have already been
cleared as a part of the previous adjacent segments of roadway widening. Please
see Exhibit 3.0 for a summary of the locations of wetland and other surface
waters associated with Segment 3 as identified in ERP Application no.061010-
15. The wetlands are a mosaic of different habitats with varying levels of exotic
vegetation. Habitats include mix forested wetlands, pine-cypress, hydric pasture,
and hydric pine flatwoods. Mitigation for direct and secondary wetland impacts
were addressed in ERP Application no. 061010-15. Maintenance and monitoring
of the 529.21-acre mitigation land within Camp Keais Strand on the northside of
Oil Well Road is ongoing.
12. Are there any federal or state listed/protected species within the project limits?
Yes ☒ No ☐
If yes, list the species and what, if any mitigation or coordination will be necessary:
Pursuant to ERP Application No. 061010-15 Special Condition number 14, a
survey for potential listed species will be conducted prior to construction. In
addition, the proposed construction must comply with the previously approved
Big Cypress Fox Squirrel management plan (Application 061010-15 Special
condition no.13) and the standard operating procedures for Eastern Indigo Snake
pursuant to guidance from the US Fish and Wildlife Service. This permit may
need to be updated.
If yes, discuss critical habitat within the project limits: Click here to enter text.
13. Discuss whether any prior reviews or surveys have been completed for historical and
archaeological resources (include year, project, results)
Pursuant to ERP Application No. 061010-15/Permit 11-01745-P, in 2006 the
project area was surveyed for archaeological and historical sites. No cultural
resources or historical sites were found, and the District received a letter from the
Division of Historical Resources indicating no concerns regarding issuance of the
permit. This permit may need to be updated.
14. Are any Recreational, historical properties or resources covered under section 4(f)
property within the project limits? Yes ☐ No ☒
(Provide details) Additional information will be determined with review of the
design.
15. Discuss whether any prior reviews or surveys have been completed for sites/facilities
which may have potential contamination involvement with the proposed improvements.
This should include a discussion of locations which may directly impact the project
location, or be which may be exacerbated by the construction of the proposed
improvements. Additional information will be determined with review of the
design.
16. Are lighting improvements requested as part of this project? Yes ☒ No ☐
Please provide a lighting justification report for the proposed lighting.
Additional information will be determined with review of the design.
17. Is a mid-block crossing proposed as part of the project? Yes ☐ No ☒
If yes, please provide the justification for mid-block crossing.
Click here to enter text.
Required Attachments
A. Detailed Project Scope with Project Location Map with sufficient level of detail (Please
include typical section of proposed improvements)
B. Project Photos – dated and labeled (this is important!)
C. Detailed Cost Estimates including Pay Items
D. LRTP and Local CIP page
E. Survey/As-builts/ROW documentation/Utility/Drainage information
F. Detailed breakdown of ROW costs included in estimate (if ROW is needed/included in
request or estimate)
Applicant Contact Information
Agency Name:
Mailing Address: Collier County Board of County Commissioners
2685 S. Horseshoe Dr., Suite 103, Naples, FL 34104
Contact Name and Title: Lorraine Lantz, AICP; Principal Planner
Email: Lorraine.Lantz@CollierCountyFL.gov Phone: (239) 252-5779
Signature: ____________________________ Date: _____________________
Your signature indicates that the information included with this application is accurate.
Maintaining Agency:
Contact Name and Title: Collier County Board of County Commissioners
Trinity Scott, Department Head
Email: Trinity.Scott@CollierCountyFL.gov Phone: (239) 252-6064
Signature: ____________________________ Date: _____________________
Your signature serves as a commitment from your agency to maintain the facility requested.
MPO/TPO:
Contact Name and Title: Collier MPO
Anne McLaughlin, Executive Director
Email: Anne.McLaughlin@CollierCountyFL.gov Phone: (239) 252-
5884
Signature: ____________________________ Date: _____________________
Your signature confirms the request project is consistent with all MPO/TPO plans and
documents, is eligible, and indicates MPO/TPO support for the project.
Page 1 of 22
Grant Supplemental Information
Oil Well Rd. from Everglades Blvd. to Oil Well Grade Rd.
Regional Location Map
Project Location Maps
Page 2 of 22
Project Location Map
Page 3 of 22
Project Pictures
Oil Well Rd. at Everglades Blvd. Intersection Oil Well Rd. – East of Everglades intersection
where road tapers.
Oil Well Rd. at Faka Union Canal Oil Well Rd. at DeSoto Blvd. intersection
Oil Well Rd. – East of DeSoto Blvd. Oil Well Rd. at Oil Well Grade Road
Page 4 of 22
Project Description
Collier County will expand Oil Well Road from a 2 lane to a 6 lane roadway for approximately 3.5 miles from
Everglades Blvd. to Oil Well Grade Rd.
.
Page 5 of 22
The construction of the project is in the Collier MPO’s 2045 LRTP in the Cost Feasible Plan for FY2026-
2030.
Additional phases of this project will include:
Pre-Engineering, and
Construction of the project
The County’s updated cost estimate dated April 2022 is below and can be provided upon request.
Page 6 of 22
Project listed in the Regional LRTP? Yes No
The pre-engineering and construction of the project is in the Collier MPO’s 2045 Long Range
Transportation Plan Cost Feasible Plan in FY2026-30. The project is identified in the LRTP as Map ID#37.
Page 7 of 22
Page 8 of 22
Project listed in the Capital Improvement Program? Yes No attach CIP page)
The advanced construction for the widening is currently in the County’s FY2022-FY2026 5 Year Work
Program which is tied to the County’s Capital Improvement Element (CIE). If the project is awarded the
TRIP or CIGP grants, the CIE can be amended or updated, as appropriate.
Project listed on the Chairs Coordinating Committee Regional Transportation Network? Yes No
The Collier MPO does not participate in the Chairs Coordinating Committee; however it does participate
in Joint meetings with its regional partner – Lee County MPO. The Lee County and Collier MPO jointly
adopted a Regional Transportation Network, which is shown below. Please also reference the Collier-
Lee Regional Roadway Network Map, Adopted by each MPO in May 2017, below.
Oil Well Road is designated on both maps as a regional facility.
Page 9 of 22
Project Location
Project Location
Page 10 of 22
Oil Well Rd. is classified as a Rural Minor Arterial in the Federal-Aid Road Report January 2, 2021 and
run on September 2, 2021. While it is not on the State Highway System, the road is Federal Aid Eligible,
as referenced in the FDOT map below dated April 4, 2022.
Project Location
Page 11 of 22
Page 12 of 22
Collier Area Transit (CAT) System Map – showing Route 28 in the project vacinity and 2 stops in the
project area (stop #577 and 578)
Project Location
Page 13 of 22
Page 14 of 22
Crash data for the corridor – additional information provided in a separate attachment.
Page 15 of 22
Between February 20, 2017 and March 2, 2022 there have been 65 crashes in the project area. Of those
crashes, 2 have been fatal and 12 have had serious injuries.
Federal Functional Classification Map
Page 16 of 22
Evacuation Route Map
Minimum Criteria:
1. Does the project support facilities that serve national, statewide or regional functions and function as
an integrated transportation system? Yes No How?
2. Is the project identified in the capital improvements element of a comprehensive plan that has been
determined to be in compliance with part II of chapter 163, after July 1, 2005, or to implement a long-term
concurrency management system adopted by a local government; further the project shall be in
compliance with local government comprehensive plan policies relative to corridor management? Yes
No (attach CIE page)
Yes. The Oil Well Road Widening Project is a major improvement which will alleviate congestion and delay on
major state and regional roads. This improvement will also add capacity on both state highway system facilities (I-75
and SR29). The project will also enhance the system of local roads and streets. The segment of Oil Well Road,
currently has a level of service (LOS) of C.
Page 17 of 22
The advanced construction of the Project is currently in the County’s FY22-26 5 Year Work Program
which is tied to the County’s Capital Improvement Element (CIE). If the project is awarded the TRIP or
CIGP grants in advance of the schedule programmed, the CIE can be amended or updated, as
appropriate.
3. Is the project consistent with the Strategic Intermodal System (SIS)? Yes No How?
4. Is there a commitment of local, regional or private matching funds? Yes No
Collier County has budgeted for the advanced construction of the Project. The project will be funded
with impact fees and gas taxes. Any funds awarded to this project would supplement the County’s
financial commitment.
Yes, Oil Well Road distributes traffic east and west to SR29, I-75 and to eastern Collier County. Oil Well Road
provides connectivity between principal arterials (as designated by MAP-21) and minor arterials within Lee Hendry and
Collier Counties. The expansion will help add transportation route choices for people and freight.
Project Location
Page 18 of 22
Prioritization Considerations
1. Is the project in compliance with local corridor management policies? Yes No Describe
2. Describe how this project implementation will manage growth.
3. Describe how the project will improve regional mobility within the Regional Transportation Area.
4. Describe why priority should be given to the project based on the following:
Provides connectivity to the SIS,
Supports economic development and goods movement in rural areas of critical economic concern,
Are subject to local ordinances that establish corridor management techniques,
Improve connectivity between military installations and the Strategic Highway Network
(STRAHNET) or the Strategic Rail Corridor Network (STRACNET).
Yes, the capacity improvements adhere to the Collier County Access Management Policy #13-257, which
follows FDOT access management criteria.
The corridor will relieve traffic congestion on the State Highway System (SHS) (SR29 and I-75) and provide for
the efficient movement of people, goods and services. The additional capacity will provide for a more efficient
connection between many community assets including existing neighborhoods, schools, and commercial businesses.
The widening of Oil Well Road will increase transportation choices for travel within the region. Traffic along Oil
Well Road is expected to continue to grow as it heads to and from I-75 via Immokalee Road and to SR29. This
infrastructure improvement will add capacity, mobility options and improve operations which directly effects the
operations of SR29 and I-75. Improving efficiency and effectiveness of existing connections will enhance mobility for
the region.
The project will provide a better connectivity to I-75 and SR29. This will also provide economic development and
goods movement between Lee, Hendry and Collier counties and the Southwest Florida region. Oil Well Road provides
access to SR29 which directly connects to the area of Immokalee, which is a rural area of critical economic concern
and designated as a Rural Area of Opportunity (see map below). The corridor falls under the Collier County Access
Management Policy #13-257. The County Policy closely follows FDOT’s access management criteria. There are no
STRAHNET routes or military installations within Collier County. This project does not negatively impact or provide
benefit directly to the STRAHNET or STRACNET.
Page 19 of 22
Page 20 of 22
5. How TRIP funding will accelerate the project’s implementation?
6. Will the local government with jurisdiction adopt the FDOT level-of-service standard?
Yes No
ROW Documentation
The advanced construction of this project is in the County’s budget for the next 5 years. TRIP funds received would
provide the County with the opportunity to expedite construction of this vital capacity improvement project.
Project
Location
Page 21 of 22
GIS map from Collier County Property Appraiser site. Yellow highlights indicate county owned
property. Property was obtained by a Developer Contribution Agreement and condemnation;
resolutions referenced above are available upon request.
Collier County estimates that the Golden Gate Estates lots West of Everglades Blvd. are only 50% built-out
and that the lots East of Everglades Blvd. are approximately 30% built-out. That means that any future
development and demand for growth will impact this corridor. Construction of this segment was not
completed in 2012 when the other segments of Oil Well Road were expanded because of funding. With
the completion of these improvements, traffic along the entire corridor will be able to more evenly
distribute to the surrounding network and alleviate some congestion.
Page 22 of 22
Expanding the Oil Well Rd. project will improve choices for travel within the region. This infrastructure
improvement will add capacity and improve operations.
The Oil Well Road Project will provide a better connection to the rural areas of Collier County with better
access to urban Collier County and I-75. This will also provide economic development and goods
movement between the counties. The corridor falls under the Collier County Access Management Policy
#13-257. The County Policy closely follows FDOT’s access management criteria. This project does not
negatively impact or provide benefit directly to the STRAHNET or STRACNET.
Advanced construction of this project is in the County’s budget for the next 5 years. TRIP funds received
would provide the County with the opportunity to expedite this vital capacity improvement project.
Item Unit Quantity Unit Cost Total Cost
104 13 -1 SILT FENCE STAKED (TYPE III)LF 49180.00 1.15$ $56,557.00
110 1 -1 CLEARING & GRUBBING AC 108.00 18,301.31$ $1,976,541.48
120 1 - EXCAVATION REGULAR CY 328995.00 21.00$ $6,908,895.00
120 6 - EMBANKMENT CY 641081.00 10.36$ $6,641,599.16
160 4 -STABILIZATION TYPE B SY 194694.00 5.27$ $1,026,037.38
285 - BASE OPTIONAL (BASE GROUP 04) (12' PATH) SY 23800.00 14.50$ $345,100.00
285 - BASE OPTIONAL (BASE GROUP 11) SY 177311.00 23.44$ $4,156,169.84
327 70 - 6 MILLING EXISTING PAVEMENT (1.5" AVERAGE) SY 9868.00 5.35$ $52,793.80
334 1 - ASPHALTIC CONCRETE (TYPE S - 1") (12' PATH) SY 23800.00 8.65$ $205,870.00
334 1 - ASPHALTIC CONCRETE (TYPE S - 3") SY 173834.00 17.00$ $2,955,178.00
337 8 -20 Asphaltic Concrete Friction Course (FC-12.5)(160lb/sy))SY 183520.00 7.75$ $1,422,280.00
DITCH BOTTOM INLET (TYPE E MODIFIED) (<10') EA 4.00 9,467.17$ $37,868.68
DITCH BOTTOM INLET (TYPE H) (<10') EA 4.00 8,813.95$ $35,255.80
DITCH BOTTOM INLET (TYPE H) (>10') EA 1.00 4,400.00$ $4,400.00
425 1 - 311 INLETS (CURB) (TYPE P 5) (<10') EA 8.00 8,215.00$ $65,720.00
425 1 - 321 INLETS (CURB) (TYPE P 6) (<10') EA 46.00 8,950.00$ $411,700.00
INLETS (CURB) (TYPE P 6) (>10') EA -$ $0.00
425 1 - 411 INLETS (CURB) (TYPE J 5) (<10') EA 1.00 11,406.71$ $11,406.71
INLETS (CURB) (TYPE J 5) (>10') EA 2.00 12,208.36$ $24,416.72
425 1 - 421 INLETS (CURB) (TYPE J 6) (<10') EA 9.00 11,073.90$ $99,665.10
INLETS (CURB) (TYPE J 6) (>10') EA 3.00 14,367.00$ $43,101.00
425 2 - 61 MANHOLES (P 8)(<10) EA 13.00 7,420.00$ $96,460.00
MANHOLES (P 8)(>10) EA 7,600.00$ $0.00
MANHOLES (J 8)(<10) EA 30.00 8,684.61$ $260,538.30
MANHOLES (J 8)(>10) EA 3.00 13,402.08$ $40,206.24
MANHOLES (J 7))(>10) EA 16,310.11$ $0.00
430 171 - 25 PIPE STORM SEWER CULV (OPTIONAL MATERIAL) (18") LF 3807.00 133.00$ $506,331.00 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"SD
430 171 - 29 PIPE STORM SEWER CULV (OPTIONAL MATERIAL) (24") LF 4995.00 143.00$ $714,285.00 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24"SD
430 171 - 33 PIPE STORM SEWER CULV (OPTIONAL MATERIAL) (30") LF 3751.00 170.00$ $637,670.00 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30"SD
430 171 - 38 PIPE STORM SEWER CULV (OPTIONAL MATERIAL) (36") LF 13787.00 207.00$ $2,853,909.00 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 36"SD
PIPE STORM SEWER CULV (OPTIONAL MATERIAL) (42") LF 1391.00 265.00$ $368,615.00 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 42"SD
PIPE STORM SEWER CULV (OPTIONAL MATERIAL) (48") LF 122.00 307.00$ $37,454.00 PIPE CULVERT, OPT MATERIAL, ROUND, 48"S/CD
PIPE STORM SEWER CULV (OPTIONAL MATERIAL) (54") LF 106.00 350.00$ $37,100.00 PIPE CULVERT, OPT MATERIAL, ROUND, 54"S/CD
PIPE STORM SEWER CULV (OPTIONAL MATERIAL) (72") LF 116.00 1,000.00$ $116,000.00 PIPE CULVERT, OPT MATERIAL, ROUND, 72"S/CD
430 982 - 125 MITERED END SECTION (OPTIONAL RD) (18" CD) EA 3.00 2,500.00$ $7,500.00
520 1 - 10 CURB & GUTTER CONC (TYPE F) LF 73018.00 26.82$ $1,958,342.76
520 5 - 11 TRAF SEP CONC (TYPE 1) (4' WIDE) LF 496.00 61.44$ $30,474.24
522 2 - SIDEWALK CONC SY 0.00 58.84$ $0.00
575 1 -1 SODDING (BAHIA)SY 318378.00 2.40$ $764,107.20
Canal Bridge SF $4,915,100.00 See Comp Tab
Concrete Box Culvert (8' x 6' x 160')LS 1.00 261,915.00$ $261,915.00
700 40 -1 SIGN SINGLE POST (LESS THAN 12)AS 64.00 250.00$ $16,000.00
700 40 - 2 SIGN SINGLE POST (12 25) AS 15.00 575.00$ $8,625.00
700 46 - 11 SIGN EXISTING (REMOVAL) (SINGLE POST) AS 40.00 14.85$ $594.00
705 1 Delineator, Single Unit EA 3.00 75.00$ $225.00
706 3 RETRO REFLECTIVE PAVEMENT MARKERS EA 2125.00 4.50$ $9,562.50
711 3 PAVT MESSAGE, PAINTED EA 72.00 85.00$ $6,120.00
711 - DIRECTIONAL ARROWS EA 15.00 70.00 $1,050.00
711 - REMOVE EXISTING PAVEMENT MARKINGS, THERMOPLASTIC SF 25.00 1.53 $38.25
711 - TRAFFIC STRIPE SKIP (WHITE/BLACK) GM 3.82 725.00 $2,769.50
711 - - 81 TRAFFIC STRIPE SOLID (WHITE/BLACK) (8") LF 1272.00 1.45 $1,844.40
711 - - 61 TRAFFIC STRIPE SOLID (WHITE/BLACK) (6") NM 7.87 2100.00 $16,527.00
711 - - 181 TRAFFIC STRIPE SOLID (WHITE/BLACK) (18") LF 1200.00 2.25 $2,700.00
711 - - 241 TRAFFIC STRIPE SOLID (WHITE/BLACK) (24") LF 102.00 2.53 $258.06
711 - - 61 TRAFFIC STRIPE SOLID (YELLOW) (6") NM 7.78 2100.00 $16,338.00
Striping Contingency (School X-ing, Cross Walks, Stop Bars, etc) (2.5% of $0.00
Remainder) LS 1.00 2066.29 $2,066.29
$40,171,281.41
LS 1.00 6,025,692.21$ $6,025,692.21
LS 1.00 2,008,564.07$ $2,008,564.07
LS 1.00 4,017,128.14$ $4,017,128.14
LS 1.00 6,025,692.21$ $6,025,692.21
$58,248,358.04
XXX 2021 State Wide Average Cost
XXX Statewide Average was lower, therefore, used original unit cost
XXX Was not able to locate in Statewide 2021 & 20 historical records (Not highlighted)
PROJECT SUBTOTAL: ROADWAY COST
PROJECT TOTAL COST
MOBILIZATION (15% ROADWAY COST)
MAINTENANCE OF TRAFFIC (5% - ROADWAY COST)
DESIGN/PERMITTING (10% - ROADWAY COST)
CONTINGENCY (15% of Total Cost)
-
-
4
7
31
35
36
36
36
38
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Engineer's Opinion of Cost (11-06 Update)
Oil Well Road from east of EVERGLADES BLVD. TO OIL WELL GRADE RD.
County No.: 60044
County: Collier
Item Number
-
-
-
-
-
Oil Well Road - Everglades to Oil Well Grade
None
CDMS - Crash Data Management System
Report Memo:
RESERVE FOR MAP SCREENSHOT
Selections used to generate this report:
Years: 2022,2021,2020,2019,2018,2017
Saved Area 1: -81.54608817637774,26.292974248365276,-81.48128600657803,26.294513252356214
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
Intersection Summary
Top 40 Report
Click for Drill Down
Aging
Driver
65+
Teen
Driver
15-19
Comm.
Veh
Total
Injuries
Total
Fatalities
Total
Crashes
Fatal
Crashes
Head
On
Right
Turn
Left
Turn
Distract
Driving
Speed
Agr.
Driving
Work
ZoneAngleBikePedPossible
Injury
Non
Incap
Motor
Cycle
Lane
Depart
No
Restraint
ImpairedAt
Int.Incap
Injury Severity Ped and
Bike
Crash Type Strategic Highway
Safety Plan
35 1 5 0 0 6 2 0 1 5 1 21 8 12 1 1 1 6 12 2 1 6 8 0 OIL WELL RD (CR 858) @ EVERGLADES BLVD N
21 0 6 0 0 2 2 0 0 4 1 10 5 7 0 1 2 3 3 0 1 8 4 1 OIL WELL RD (CR 858) @ DESOTO BLVD N
9 1 1 0 0 0 0 0 1 2 0 3 2 0 1 0 0 1 1 0 0 0 0 1 OIL WELL RD (CR 858) @ OIL WELL GRADE RD
Tuesday, April 26, 2022 Page 2 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
0
4
8
12
16
20
24
2017 2018 2019 2020 2021 2022
Number of Crashes By Year
Breakdown of Crashes by Year
2017 2018 2019 2020 2021 2022
PDO 9 7 8 6 14 4
Possible Injury 3 1 1 0 4 1
Injury Crashes 0 0 2 0 3 0
Fatal Crashes 0 0 1 0 1 0
Total Crashes 12 8 12 6 22 5
Tuesday, April 26, 2022 Page 3 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
0
2
4
6
8
10
12
14
16
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
Number of Crashes by Day of Week
Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total
PDO 4 8 6 9 6 11 4 48
Possible Injury 0 0 0 4 4 2 0 10
Injury Crashes 0 1 0 1 1 2 0 5
Fatal Crashes 0 0 0 1 0 1 0 2
Total Crashes 4 9 6 15 11 16 4 65
Tuesday, April 26, 2022 Page 4 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
0
2
4
6
8
10
January February March April May June July August September October November December
Number of Crashes by Month
January February March April May June July August September October November December Total
PDO 4 7 3 2 5 3 4 6 4 7 2 1 48
Possible Injury 0 1 1 1 0 1 0 3 1 1 0 1 10
Injury Crashes 0 0 2 0 1 0 1 0 0 1 0 0 5
Fatal Crashes 0 1 0 1 0 0 0 0 0 0 0 0 2
Total Crashes 4 9 6 4 6 4 5 9 5 9 2 2 65
Tuesday, April 26, 2022 Page 5 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
0
1
2
3
4
5
6
7
8
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
Crashes by Time of Day
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
PDO 6 4 8 1 2 3 3 1 5 3 2 3 3 1 2 1 0
Possible Injury 0 1 0 0 0 0 1 1 1 1 1 1 2 0 0 0 1
Injury Crashes 1 0 0 0 0 0 1 0 1 1 1 0 0 0 0 0 0
Fatal Crashes 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0
Total 7 5 8 1 2 3 6 2 7 5 4 4 5 1 2 2 1
Tuesday, April 26, 2022 Page 6 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
Crashes
Driver ActionsDriver Age Summary (Vehicle 1, Driver 1)
Agr. DrivingDistractionRun Off-RoadRun ControlSpeedingIntoxicationBikePedsInjuriesFatalitiesMotorcycleDrill Down Rpt.
< 15Age 1 0 0 0 0 0 0 0 0 0 1 1
15 to 19Age 12 0 2 0 0 1 0 0 1 2 2 6
20 to 24Age 8 1 1 0 0 0 0 0 1 1 3 3
25 to 29Age 2 1 3 0 0 0 1 0 0 1 1 1
30 to 34Age 7 0 2 0 0 0 0 0 1 0 0 4
35 to 39Age 8 0 2 0 0 1 0 0 1 1 3 5
40 to 44Age 2 0 0 0 0 0 0 0 0 0 1 2
45 to 49Age 6 0 1 0 0 0 0 0 1 0 2 3
50 to 54Age 2 0 0 0 0 0 0 0 0 0 0 2
55 to 59Age 5 0 1 0 0 0 0 0 1 0 1 3
60 to 64Age 3 0 0 0 0 0 0 0 0 0 0 1
65 to 69Age 4 0 0 0 0 0 0 0 0 0 1 1
70 to 74Age 3 0 0 0 0 0 1 0 0 0 0 2
75 to 79Age 1 0 0 0 0 0 0 0 0 0 1 0
80 to 84Age 0 0 0 0 0 0 0 0 0 0 0 0
85 to 89Age 0 0 0 0 0 0 0 0 0 0 0 0
>= 90Age 0 0 0 0 0 0 0 0 0 0 0 0
No DataAge 1 0 0 0 0 0 0 0 0 0 0 0
0
2
4
6
8
10
12
< 15 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70 to 74 75 to 79 80 to 84 85 to 89 >= 90 No Data
1
12
8
2
7
8
2
6
2
5
3
4
3
1
0 0 0
1
AgeTotal CrashesDriver Age
Tuesday, April 26, 2022 Page 7 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Impact Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
11Angle 0 8 0 7 0 0 0 4 0
1Front to Front 0 1 1 1 0 0 0 0 0
30Front to Rear 1 7 0 19 2 0 0 3 2
9Sideswipe, same direction 0 2 9 6 0 0 0 0 0
14Unknown 1 1 5 1 0 0 0 5 0
Crash Type Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Relation to Intersection
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
19Intersection 0 19 4 13 0 0 0 4 0
6Intersection-Related 0 0 0 4 0 0 0 0 0
29Non-Junction 1 0 7 13 1 0 0 3 1
1Driveway/Ally Access Related 1 0 1 0 0 0 0 3 0
2Other, Explain in Narrative 0 0 1 1 1 0 0 0 1
8Unknown 0 0 2 3 0 0 0 2 0
Tuesday, April 26, 2022 Page 8 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
Vehicle 1 Direction Summary
Angle Front to
Front
Front to
Rear
No Data Other,
Explain in
Narrative
Sideswipe
, same
direction
Unknown
N 4 0 2 0 0 1 0
S 0 0 9 0 1 1 0
E 6 1 7 3 1 3 1
W 1 0 12 4 2 4 1
Others 0 0 0 0 0 0 1
Total 11 1 30 7 4 9 3
N
S
E
W
Others
7
11
22
24
1
Total Crashes By Vehicle 1 Direction
Crash Type By Vehicle 1 Direction
Tuesday, April 26, 2022 Page 9 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
At Fault Vehicle Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
2All Terrain Vehicle (ATV) 1 0 1 1 0 0 0 3 0
1Bus 0 0 1 0 0 0 0 0 0
2Cargo Van (10,000lbs (4,536kg) or less) 0 1 0 2 0 0 0 0 0
4Medium/Heavy Trucks (more than 10,000lbs 0 1 3 2 0 0 0 2 0
1Motorcycle 0 0 0 0 1 0 0 0 1
36Passenger Car 1 9 5 22 0 0 0 4 0
2Passenger Van 0 1 0 2 0 0 0 0 0
8Pickup 0 5 3 3 0 0 0 1 0
9No Data 0 2 2 2 1 0 0 2 1
Tuesday, April 26, 2022 Page 10 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Movement
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
44Straight Ahead 1 12 9 24 1 0 0 9 1
8Turning Left 0 5 3 6 0 0 0 2 0
2Turning Right 0 1 1 1 0 0 0 0 0
1Changing Lanes 0 0 1 0 0 0 0 0 0
1Overtaking/Passing 0 0 1 0 0 0 0 0 0
6Slowing 0 0 0 2 1 0 0 0 1
2Other, Explain in Narrative 1 0 0 1 0 0 0 1 0
1Unknown 0 1 0 0 0 0 0 0 0
Tuesday, April 26, 2022 Page 11 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
Roadway Condition Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Roadway Location
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
58On Roadway 1 18 11 34 2 0 0 9 2
1Median 0 0 0 0 0 0 0 0 0
1Shoulder 0 0 1 0 0 0 0 0 0
5Off Roadway 1 1 3 0 0 0 0 3 0
At IntersectionCrashesLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)Road Condition
Wet 4 1 3 0 0 0 0 1 1 10
Dry 15 14 31 2 2 0 0 11 1 55
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Contributing Cause Summary
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
57None 1 17 14 30 2 0 0 11 2
2Other, Explain in Narrative 0 0 0 2 0 0 0 0 0
6Unknown 1 2 1 2 0 0 0 1 0
Tuesday, April 26, 2022 Page 12 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
Traffic Control
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
Traffic Control Signal 29 0 12 6 18 0 0 0 2 0
Stop Sign 4 0 3 0 2 0 0 0 2 0
No Controls 32 2 4 9 14 2 0 0 8 2
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Alignment
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
52Straight 2 18 11 27 2 0 0 12 2
1Curve Left 0 1 1 0 0 0 0 0 0
12Unknown 0 0 3 7 0 0 0 0 0
Tuesday, April 26, 2022 Page 13 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
Environment Summary Report
Crashes
Lighting
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)
47 1 14 12 24 2 0 0 8 2 Daylight
7 0 2 1 4 0 0 0 0 0 Dark-Lighted
5 0 1 1 4 0 0 0 0 0 Dusk
2 0 1 0 0 0 0 0 1 0 Dawn
4 1 1 1 2 0 0 0 3 0 Dark-Not Lighted
0
10
20
30
40
50
60
70
Dark (No Street Light)Not Dark
Crashes
Strategic Highway Safety Plan (SHSP)Weather
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Clear 50 1 11 0 0 2 29 13 15 2
Cloudy 8 0 0 0 0 0 2 2 1 0
Fog, Smog, Smoke 1 0 0 0 0 0 1 0 0 0
Rain 6 1 1 0 0 0 2 0 3 0
0
10
20
30
40
50
60
Rain Fog Not Rain or Fog
Tuesday, April 26, 2022 Page 14 of 15
Oil Well Road - Everglades to Oil Well Grade CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
65 2 to02/10/2017 03/02/2022 12 0 0 2 2 34 15 19 6 0 2 2 8
InjuriesFatalitiesCrashesArea
Located Crashes
0 2 GOLDEN GATE ESTATES 32
0 0 IMMOKALEE 2
0 0 NAPLES 9
2 10 UNINCORPORATED 22
2 12 Totals: 65
Private Property, Parking Lot, and Unlocated Crashes
InjuriesFatalitiesCrashesArea
Totals:
Tuesday, April 26, 2022 Page 15 of 15
Oil Well Road - Parallel Facilities
None
CDMS - Crash Data Management System
Report Memo:
RESERVE FOR MAP SCREENSHOT
Selections used to generate this report:
Years: 2022,2021,2020,2019,2018,2017
Saved Area 1: -81.69221492350911 26.16474210121801, -81.69221492350911 26.165974664435403, -81.33515925944711 26.16659094115883, -81.3344726139393 26.14563570578855,
-81.64208980143889 26.146868470875773, -81.69290156901694 26.1554974618819, -81.69221492350911 26.16474210121801
Saved Area 2: -81.3468322330799 26.31686498189841, -81.3468322330799 26.31501853077501, -81.3468322330799 26.31501853077501, -81.33790584147835 26.31686498189841,
-81.33859248698616 26.170288533102408, -81.35232539714241 26.170904787026323, -81.3468322330799 26.31686498189841
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Intersection Summary
Top 40 Report
Click for Drill Down
Aging
Driver
65+
Teen
Driver
15-19
Comm.
Veh
Total
Injuries
Total
Fatalities
Total
Crashes
Fatal
Crashes
Head
On
Right
Turn
Left
Turn
Distract
Driving
Speed
Agr.
Driving
Work
ZoneAngleBikePedPossible
Injury
Non
Incap
Motor
Cycle
Lane
Depart
No
Restraint
ImpairedAt
Int.Incap
Injury Severity Ped and
Bike
Crash Type Strategic Highway
Safety Plan
388 2 50 0 0 17 3 0 1 39 12 131 146 30 2 8 32 56 81 18 10 35 78 3 I75 (SR 93) @ COLLIER BLVD (CR 951)
362 9 100 1 0 9 4 0 4 50 19 35 204 4 8 15 43 55 48 20 5 21 35 0 I75 (SR 93) @ SR 29
246 0 15 0 1 15 7 1 3 28 3 117 70 64 0 1 8 31 38 9 2 23 69 0 COLLIER BLVD (CR 951) @ DAVIS BLVD (SR 8
71 1 9 1 0 13 5 2 2 12 0 28 23 27 1 2 4 17 8 2 0 5 11 0 SR 29 NORTH 15TH STREET @ OIL WELL PAR
57 3 5 1 0 0 0 0 1 10 3 11 30 2 3 1 2 5 17 3 0 4 7 1 UNKNOWN
15 0 0 0 0 1 0 0 0 3 1 2 7 0 0 0 0 2 0 1 0 1 2 0 I75 (SR 93) @ MM 91
12 0 1 0 0 0 0 0 1 1 0 4 6 4 0 0 1 0 1 0 0 1 3 0 COLLIER BLVD (CR 951) @ CITIGATE DR NORT
11 0 0 0 1 2 0 0 0 3 0 4 3 1 0 0 0 1 2 0 0 2 1 0 DAVIS BLVD (SR 84) @ BEDZEL DR
10 3 10 0 0 2 2 0 0 1 0 5 3 5 2 1 2 1 4 1 2 1 2 0 SR 29 @ OIL WELL RD (CR 858)
5 1 3 0 0 0 0 0 0 2 2 1 3 0 1 0 1 1 1 0 0 0 2 0 I75 (SR 93) @ EVERGLADES BLVD S
5 0 1 0 0 1 0 0 0 0 1 0 3 0 0 0 1 1 2 3 0 0 0 0 BECK BLVD @ BENFIELD RD
5 0 0 0 0 0 2 0 0 0 0 3 0 1 0 0 0 1 1 0 0 1 1 0 BECK BLVD @ TOLLGATE BLVD
5 0 0 0 0 1 1 0 1 3 0 1 4 0 0 0 0 0 1 0 0 0 0 0 WASHBURN AVE @ CRAWFORD AVE
5 0 0 0 0 3 2 0 0 0 0 4 0 1 0 0 0 1 0 0 0 0 0 0 MAGNOLIA POND DR @ NOAHS WAY
5 0 2 0 0 0 0 0 0 1 0 1 1 0 0 0 2 0 0 0 0 0 1 0 I75 (SR 93) @ MM 75
4 0 0 0 0 0 1 0 0 1 0 3 3 1 0 0 0 0 0 0 0 0 1 0 S COLLIER BLVD @ SWALLOW AVE
4 0 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 0 1 0 0 0 1 0 PLOVER AVE @ SHEARWATER ST
4 0 4 0 0 0 0 0 0 0 1 1 1 0 0 0 1 2 0 1 0 0 0 0 EVERGLADES BLVD S @ 38TH AVE SE
3 0 1 0 0 0 0 0 1 2 0 1 3 0 0 0 1 1 1 0 0 1 0 0 WHITE LAKE BLVE @ SHEARWATER ST
3 0 0 0 0 0 1 0 0 1 0 1 2 1 0 0 0 1 0 0 0 1 0 0 WHITE LAKE BLVD @ SHAW BLVD
3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 I75 (SR 93) @ GOLDEN GATE PKWY (CR 886)
2 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 1 0 BECK BLVD @ LE BUFFS RD
2 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 BECK BLVD @ KINGSBURY
2 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 EVERGLADES BLVD S @ 42ND AVE SE
2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 I75 (SR 93) @ TURNER RIVER RD (CR 839)
2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 2 0 WHITE LAKE BLVD @ INCOME LN
2 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 WHITE LAKE BLVD N @ CITY GATE BLVD N
2 3 3 0 0 0 0 0 0 0 1 0 1 0 1 1 0 0 0 0 0 0 0 0 I75 (SR 93) @ MM 85
1 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 SR 29 MAIN STREET @ SR 29 NORTH 15TH
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 US 41 @ SR 29
1 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 COLLIER BLVD (CR 951) @ TRIANGLE BLVD
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 UNKNOWN
1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 EVERGLADES BLVD S @ 48TH AVE SE
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 KINGSBURY @ DOVE
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 JAY @ IBIS
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 DAVIS BLVD (SR 84) @ JOYROSE PL
1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 BECK BLVD @ PERIWINKLE WAY
1 0 1 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 BECK BLVD @ MANNIX DR
1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 TOLLHOUSE DR @ TOLLGATE BLVD
1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOLLHOUSE DR @ BUSH BLVD
Wednesday, May 4, 2022 Page 2 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
0
40
80
120
160
200
240
280
2017 2018 2019 2020 2021 2022
Number of Crashes By Year
Breakdown of Crashes by Year
2017 2018 2019 2020 2021 2022
PDO 154 162 195 158 190 74
Possible Injury 43 24 34 30 37 12
Injury Crashes 27 24 34 17 19 10
Fatal Crashes 1 6 3 1 5 2
Total Crashes 225 216 266 206 251 98
Wednesday, May 4, 2022 Page 3 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
0
40
80
120
160
200
240
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
Number of Crashes by Day of Week
Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total
PDO 105 159 127 129 135 166 112 933
Possible Injury 25 27 24 20 24 34 26 180
Injury Crashes 21 23 11 21 19 15 21 131
Fatal Crashes 1 5 1 2 3 4 2 18
Total Crashes 152 214 163 172 181 219 161 1,262
Wednesday, May 4, 2022 Page 4 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
0
20
40
60
80
100
120
140
January February March April May June July August September October November December
Number of Crashes by Month
January February March April May June July August September October November December Total
PDO 96 85 97 82 67 73 82 70 69 67 65 80 933
Possible Injury 19 15 17 16 18 14 19 14 13 10 15 10 180
Injury Crashes 12 15 7 19 11 7 14 14 10 7 11 4 131
Fatal Crashes 0 1 4 1 0 1 0 1 0 3 3 4 18
Total Crashes 127 116 125 118 96 95 115 99 92 87 94 98 1,262
Wednesday, May 4, 2022 Page 5 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
0
20
40
60
80
100
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
Crashes by Time of Day
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
PDO 22 18 9 12 12 22 27 47 58 41 47 51 68 54 68 68 57 49 55 41 35 31 26 15
Possible Injury 3 2 3 4 2 5 10 6 4 8 6 7 9 8 9 10 13 13 5 13 16 11 9 4
Injury Crashes 7 2 3 4 4 3 4 5 7 8 4 6 4 2 9 11 8 9 7 11 4 2 5 2
Fatal Crashes 0 0 0 1 2 0 1 0 0 1 1 0 1 2 1 0 2 1 2 0 0 1 1 1
Total 32 22 15 21 20 30 42 58 69 58 58 64 82 66 87 89 80 72 69 65 55 45 41 22
Wednesday, May 4, 2022 Page 6 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Crashes
Driver ActionsDriver Age Summary (Vehicle 1, Driver 1)
Agr. DrivingDistractionRun Off-RoadRun ControlSpeedingIntoxicationBikePedsInjuriesFatalitiesMotorcycleDrill Down Rpt.
< 15Age 0 0 0 0 0 0 0 0 0 0 0 0
15 to 19Age 81 0 14 0 0 2 1 3 2 23 13 30
20 to 24Age 163 3 22 0 0 2 8 1 6 49 36 59
25 to 29Age 140 3 26 0 0 0 11 2 7 28 33 45
30 to 34Age 122 5 24 0 0 2 8 3 2 32 17 25
35 to 39Age 99 4 31 0 1 3 4 1 3 29 16 29
40 to 44Age 85 2 9 1 1 1 6 0 4 23 12 18
45 to 49Age 99 2 15 1 0 2 7 2 5 16 12 26
50 to 54Age 94 1 13 0 0 3 4 0 1 23 19 27
55 to 59Age 84 0 10 1 0 1 4 0 3 12 11 25
60 to 64Age 74 0 15 0 0 1 1 0 1 13 9 18
65 to 69Age 43 0 7 0 0 0 2 0 3 6 9 15
70 to 74Age 34 1 7 0 0 0 1 0 2 6 6 8
75 to 79Age 20 0 2 0 0 0 0 0 2 1 3 10
80 to 84Age 19 0 2 0 0 0 0 0 2 0 5 12
85 to 89Age 7 0 0 0 0 0 0 0 0 1 4 2
>= 90Age 2 0 0 0 0 0 0 0 0 0 0 2
No DataAge 96 1 15 0 0 3 2 1 1 8 6 10
0
20
40
60
80
100
120
140
160
180
< 15 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70 to 74 75 to 79 80 to 84 85 to 89 >= 90 No Data
0
81
163
140
122
99
85
99 94 84 74
43 34
20 19
7 2
96
AgeTotal CrashesDriver Age
Wednesday, May 4, 2022 Page 7 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Impact Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
128Angle 3 44 3 68 2 0 0 47 2
9Front to Front 3 3 9 7 0 0 0 3 0
402Front to Rear 2 44 4 157 4 0 0 57 4
3Rear to Side 0 1 0 0 0 0 0 1 0
243Sideswipe, same direction 1 31 240 97 5 0 1 13 4
477Unknown 13 20 273 32 14 2 2 91 10
Crash Type Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Relation to Intersection
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
138Intersection 1 138 35 84 3 1 0 22 2
93Intersection-Related 0 5 19 45 2 0 0 12 2
845Non-Junction 20 0 418 155 17 1 3 160 13
3Driveway/Ally Access Related 0 0 1 2 0 0 0 1 0
78Entrance/Exit Ramp 0 0 36 29 2 0 0 11 2
20Other, Explain in Narrative 0 0 7 9 0 0 0 1 0
85Unknown 1 0 13 37 1 0 0 5 1
Wednesday, May 4, 2022 Page 8 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Vehicle 1 Direction Summary
Angle Front to
Front
Front to
Rear
No Data Other,
Explain in
Narrative
Rear to
Side
Sideswipe
, Opposite
direction
Sideswipe
, same
direction
Unknown
N 27 5 145 20 39 1 3 69 8
S 44 2 129 19 36 2 2 60 2
E 27 0 51 7 139 0 3 44 7
W 27 2 64 9 160 0 2 62 14
Others 3 0 13 2 2 0 2 8 1
Total 128 9 402 57 376 3 12 243 32
N
S
E
W
Others
317
296
278
340
31
Total Crashes By Vehicle 1 Direction
Crash Type By Vehicle 1 Direction
Wednesday, May 4, 2022 Page 9 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
At Fault Vehicle Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1All Terrain Vehicle (ATV) 0 0 1 0 0 0 0 0 0
2Bus 0 1 1 0 0 0 0 0 0
23Cargo Van (10,000lbs (4,536kg) or less) 1 2 9 10 0 0 0 5 0
65Medium/Heavy Trucks (more than 10,000lbs 3 11 36 13 1 0 1 12 0
11Motorcycle 0 0 8 1 11 0 0 10 11
28Other Light Trucks (10,000lbs (4,536kg) 0 3 11 5 1 0 0 4 1
7Other, Explain in Narrative 0 1 3 2 0 0 0 0 0
614Passenger Car 9 63 257 195 9 1 1 85 7
43Passenger Van 1 3 15 15 2 0 1 9 1
163Pickup 1 18 62 47 1 1 0 30 0
24Unknown 0 3 11 3 0 0 0 10 0
281No Data 7 38 115 70 0 0 0 47 0
Wednesday, May 4, 2022 Page 10 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Movement
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
775Straight Ahead 16 70 271 174 13 0 2 131 11
65Turning Left 1 28 32 28 3 0 0 13 3
42Turning Right 0 12 23 22 1 1 0 0 0
9Making U-Turn 1 2 3 5 1 0 0 5 1
12Backing 0 3 3 0 0 0 0 0 0
135Changing Lanes 1 4 101 60 4 0 1 9 3
19Overtaking/Passing 0 3 12 8 0 0 0 12 0
4Parked 0 0 1 0 0 0 0 1 0
46Slowing 0 3 4 22 2 0 0 7 2
23Other, Explain in Narrative 0 3 10 7 0 0 0 10 0
132Unknown 3 15 69 35 1 1 0 24 0
Wednesday, May 4, 2022 Page 11 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Roadway Condition Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Roadway Location
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
999On Roadway 11 139 298 351 18 2 3 146 13
32Median 5 1 26 1 2 0 0 15 2
103Shoulder 6 1 100 5 1 0 0 19 1
120Off Roadway 0 1 100 4 4 0 0 31 4
8Unknown 0 1 5 0 0 0 0 1 0
At IntersectionCrashesLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)Road Condition
Wet 24 89 46 2 2 0 0 39 1 190
Dry 119 438 315 23 18 2 3 173 21 1,070
Unknown 0 2 0 0 0 0 0 0 0 2
Wednesday, May 4, 2022 Page 12 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Contributing Cause Summary
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1,165None 22 133 494 338 23 2 3 196 18
9Debris 0 0 1 0 0 0 0 1 0
11Obstruction in Roadway 0 0 1 0 0 0 0 1 0
1Worn, Travel-Polished Surface 0 0 1 0 0 0 0 0 0
1Rut, Holes, Bumps 0 0 0 0 0 0 0 0 0
12Other, Explain in Narrative 0 1 2 6 0 0 0 0 0
63Unknown 0 9 30 17 2 0 0 14 2
Traffic Control
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
Traffic Control Signal 439 1 88 135 185 7 0 0 54 7
Stop Sign 28 0 16 3 21 1 1 0 10 0
Flashing Signal 1 0 0 1 1 0 0 0 0 0
Yield Sign 9 0 0 3 4 1 0 0 2 1
No Controls 755 20 34 376 147 16 1 3 137 12
Person 2 0 1 0 1 0 0 0 3 0
Other, Explain in Narrative 10 1 0 5 2 0 0 0 6 0
Unknown 2 0 0 0 0 0 0 0 0 0
Unknown 16 0 4 6 0 0 0 0 0 0
Wednesday, May 4, 2022 Page 13 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Alignment
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
970Straight 18 116 406 273 19 2 3 168 14
22Curve Left 0 3 14 9 0 0 0 1 0
34Curve Right 3 1 20 13 2 0 0 7 2
236Unknown 1 23 89 66 4 0 0 36 4
Wednesday, May 4, 2022 Page 14 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
Environment Summary Report
Crashes
Lighting
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)
823 12 94 349 256 17 1 1 122 15 Daylight
132 1 28 41 47 3 0 0 14 3 Dark-Lighted
36 2 3 16 10 0 0 0 6 0 Dusk
28 0 2 12 8 2 1 0 5 1 Dawn
240 7 15 111 38 3 0 2 65 1 Dark-Not Lighted
3 0 1 0 2 0 0 0 0 0 Unknown
0
200
400
600
800
1000
1200
Dark (No Street Light)Not Dark Others
Crashes
Strategic Highway Safety Plan (SHSP)Weather
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Clear 931 13 140 1 0 15 284 376 112 14
Cloudy 212 8 45 2 2 8 51 92 20 4
Fog, Smog, Smoke 11 1 2 0 0 0 2 6 0 0
Rain 108 0 25 0 0 2 24 55 11 2
0
200
400
600
800
1000
1200
Rain Fog Not Rain or Fog
Wednesday, May 4, 2022 Page 15 of 16
Oil Well Road - Parallel Facilities CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,262 22 to01/02/2017 04/26/2022 212 3 2 20 25 361 529 143 44 13 59 15 66
InjuriesFatalitiesCrashesArea
Located Crashes
0 11 EAST NAPLES 166
3 1 EVERGLADES CITY 2
0 0 EVERGLADES CITY ARE 1
0 0 GOLDEN GATE ESTATES 10
1 19 IMMOKALEE 54
1 3 IMMOKALEE AREA 27
0 30 NAPLES 170
0 1 NORTH NAPLES 10
17 147 UNINCORPORATED 822
22 212 Totals: 1262
Private Property, Parking Lot, and Unlocated Crashes
InjuriesFatalitiesCrashesArea
Totals:
Wednesday, May 4, 2022 Page 16 of 16
June 28, 2022
Via Email
Mr. H. Wayne Gaither
Florida Department of Transportation, District One
Southwest Area Office Director
10041 Daniels Parkway
Fort Myers, FL 33913
RE: Response to Request for County Incentive Grant Program Priorities for Fiscal Years
2027/2028
Dear Mr. Gaither:
This letter is in response to the request for the County Incentive Grant Program (CIGP) priorities
for Fiscal Years 2027/2028. Please accept this grant application for a shoulder project along
Immokalee Road (County Road 846) from Livingston Road (County Road 881) to Logan Blvd. in
Collier County. We believe this project is an excellent candidate for CIGP funding as the
intersection is currently constrained and would help relieve congestion on State Highway System
(SHS) facilities, I-75 and US 41.
1. Name and contact information of the applicant:
Amy Patterson, County Manager
Staff Representative:
Trinity Scott, Department Head
Transportation Management Services Department
2885 S. Horseshoe Drive
Naples, FL 34104
(239) 252-8192
2. Complete description of the project, including a location map.
The project is located along Immokalee Road and Livingston Road in Collier County, Florida.
Figures 1 and 2 present the Regional and Project Location Maps, respectively. Immokalee Road
is a major east-west arterial corridor that serves both urban and coastal Collier County, as well as
the areas of Golden Gate Estates and Immokalee. Immokalee Road is also a Collier County
Evacuation Route.
COLLIER COUNTY CIGP FY 2026/27 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD MAJOR INTERSECTION IMPROVEMENT
Page 2 of 17
Figure 1. Regional Location Map
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 3 of 17
Figure 2. Project Location Map
COLLIER COUNTY CIGP FY 2026/27 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD MAJOR INTERSECTION IMPROVEMENT
Page 4 of 17
Collier County approved the Immokalee Road Corridor Congestion Study in 2021. Within the
project limits Immokalee Road is a 6-lane divided minor arterial. Based on record plans, the
roadway right-of-way (ROW) varies between 100 and 150 feet, and typically includes 11-foot-
wide travel lanes, 6-foot shoulders on the north side, and sidewalks adjacent to the outside
westbound travel lane. The roadway includes a raised median that varies in width between 6 and
34 feet. Type F curb and gutter are adjacent to the inside and outside lanes. The design speed and
posted speed limit is 45 mph. The Cocohatchee Canal is located on the north side of the
Immokalee Road and within 100 feet of canal ROW. A shared-use path is located on the north
side of the canal from Northbrooke Drive to Logan Boulevard. Table 1 presents documentation
from the Immokalee Road Corridor Congestion Study. The recommended improvements
included shoulder improvements along the corridor. The Study recommendation includes
restriping the existing right-turn lanes and shoulder area as a shared westbound through/right-turn
lane along Immokalee Road (beginning west of Logan Boulevard and ending east of Livingston
Road (plaza entrance)). This will require slightly expanding of the roadway to the north,
constructing an 11-foot-wide combination right-turn and through travel lane, installing curb and
gutter, and relocating the canal guardrail to the north. It will also require miscellaneous
improvements at the intersections, such as relocating (or replacing) a signal mast arm, relocating
light poles, and realigning/restriping southbound turn lanes to provide proper turning radii onto
the new lane. Please note that permitting feasibility and water treatment and attenuation area
requirements for roadway expansion (into the Cocohatchee Canal) should be evaluated during
design of this project as they were not included as a part of the Study.
Table 1. Immokalee Road Corridor Congestion Study
Photograph
Description
/ Date
Existing Typical
Section from the
Immokalee Road
Corridor
Congestion
Study – 2021
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 5 of 17
Table 1. Immokalee Road Corridor Congestion Study
Photograph
Description
/ Date
Existing Typical
Section from the
Immokalee Road
Corridor
Congestion
Study - 2021
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 6 of 17
Table 1. Immokalee Road Corridor Congestion Study
Photograph
Description
/ Date
Existing Land
Use
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 7 of 17
Table 1. Immokalee Road Corridor Congestion Study
Photograph
Description
/ Date
Drone Photo of
intersection
looking West
along
Immokalee Road
/ February 26,
2021
Photo taken
from Immokalee
Rd. right turn
west to
Livingston Rd. /
January 2022
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 8 of 17
Table 1. Immokalee Road Corridor Congestion Study
Photograph
Description
/ Date
Photo taken
from Immokalee
Rd. approaching
Strand Blvd.
Livingston in the
right turn lane /
January 2022.
Looking West
towards I-75
from
Northbrooke Dr.
and Immokalee
Rd. intersection /
2022
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 9 of 17
Table 1. Immokalee Road Corridor Congestion Study
Photograph
Description
/ Date
Looking North
at canal and turn
lane at
Immokalee Rd.
and Northbrooke
Dr. Intersection /
2022
Photo taken
from Immokalee
Road heading
West just west of
Logan Blvd. /
January 2022
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 10 of 17
3. Detailed description of how the project would reduce congestion on the State Highway
System (SHS).
The project is intended to relieve congestion and improve operations along Immokalee Rd.
Immokalee Rd. is vital East/West road that intersects I-75 and US41. Within Collier County,
west of I-75, there are only a few north-south roads that have regional connectivity to Lee County
including Livingston Road, US 41, and Vanderbilt Drive, which is a mostly 2-lane constrained
coastal roadway. Immokalee Rd. intersects all 3 of those roads. Due to its proximity to I-75 and
US 41 and its regional connectivity to Lee County, Immokalee Rd. acts as a reliever to SHS
facilities I-75 and US 41. Relieving traffic congestion along Immokalee Rd. provides an
alternative to I-75 and US 41, which are the only other north-south regional facilities in the area.
In 2021, Collier County approved the Immokalee Road Corridor Congestion Study which
analyzed intersections along Immokalee Road from Livingston Road to Logan Boulevard. The
study analyzed both conventional and innovative intersection alternatives along Immokalee Road,
to accommodate future roadway volumes for 2025 and 2040 and improvements along Immokalee
Rd. The current segments of Immokalee Rd. in this project are operating at a Level of Service
(LOS) D and expected to become deficient by 2027.
In addition, the Collier County Immokalee Road Corridor Congestion Study, the Florida
Department of Transportation (FDOT) is conducting the Southwest Connect I-75 South Corridor
Planning and Feasibility along I-75 from south of Collier Boulevard to north of Bayshore Road
to evaluate strategies for improving mobility, access, regional transportation options, and safety.
Collier County has been coordinating its congestion study along Immokalee Road with the FDOT
I-75 study, understanding that proposed improvements to I-75 have a direct impact on Immokalee
Rd.
Review of the Collier County Crash Data Management System (CDMS), shows that between
January 1, 2017 and April 12, 2022, there have been 1,581 crashes along Immokalee Rd. in the
project area. Of those crashes, none were fatal and 135 included serious injuries. Of the total
crashes, eight involved bicyclists and six involved pedestrians. Figure 3 presents a map of the
crash locations on Livingston Road. Figure 4 presents the CDMS report which provides crashes
by year and severity. Increased congestion tends to increase traffic accident risks. The project is
expected to reduce congestion, and therefore reduces crash risks and improves overall traffic
operations along Immokalee Rd., and potentially I-75 and US 41.
As presented on Figure 5, the project area serves Collier Area Transit bus service Route 27. Based
on the Collier County 2021-2030 Transit Development Plan, monthly ridership for Route 27
averages approximately 2,500 passengers. Reducing congestion in the project area improves the
reliability of the overall transit system in the County.
While not on the SHS, Immokalee Rd. is Federal Aid Eligible, as referenced in the FDOT Federal
Aid Eligibility Map presented as Figure 6 (dated April 4, 2022). Immokalee Rd. is classified as
a Minor Arterial on the Federal Functional Classification Map (reference Figure 7) approved by
the Federal Highway Administration on January 23, 2014.
An improved roadway network is not only needed for commuting purposes, but also critical to
improve access for emergency responders including fire departments, medical services, and law
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 11 of 17
enforcement. The additional capacity provided by the improvements will provide for a more
efficient connection between many community resources including existing neighborhoods, a
library, churches, a nearby hospital, and commercial businesses. Further, the proposed project
would relieve traffic congestion on I-75 and US 41, and provide for the efficient movement of
people, goods, and services, as well as improve the multimodal connections inside the County’s
urbanized area. This facility will improve travel reliability by decreasing travel times, reducing
vehicle miles traveled, reducing congestion, and reducing emissions from idling vehicles. There
will also be a reduced need for road maintenance, as reduced vehicle miles traveled on the roads
means less maintenance, operations, and improvement costs to the parallel facilities.
Without State assistance, the County will be required to wait until enough local funding is
collected to fully fund the project, further delaying traffic congestion relief to I-75 and US 41.
Figure 3. Crash Locations (Jan. 2017 – April 2022)
Immokalee Road
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 12 of 17
Figure 4. Crash Data by Year and Severity (Jan. 2017 – April 2022)
Figure 5. Collier Area Transit - Portion of Full System Map
Project Location
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 13 of 17
Figure 6. Federal Aid Eligibility Map
Project Location
COLLIER COUNTY CIGP FY 2026/27 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD MAJOR INTERSECTION IMPROVEMENT
Page 14 of 17
Figure 7. Federal Functional Classification Map
Project Location
COLLIER COUNTY CIGP FY 2026/27 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD MAJOR INTERSECTION IMPROVEMENT
Page 15 of 17
4. Certification from the County’s chief financial officer that sufficient matching funds are
available:
A signed certificate of project funding is available upon request.
5. Details of project phases included in the request:
The project as described in the Study will need to be designed and constructed. The Study
Recommendation includes restriping the existing right-turn lanes and shoulder area as a shared
westbound through/right-turn lane along Immokalee Road (beginning west of Logan Boulevard
and ending east of Livingston Road (plaza entrance)). This will require slightly expanding of the
roadway to the north, constructing an 11-foot-wide combination right-turn and through travel
lane, installing curb and gutter, and relocating the canal guardrail to the north. It will also require
miscellaneous improvements at the intersections, such as relocating (or replacing) a signal mast
arm, relocating light poles, and realigning/restriping southbound turn lanes to provide proper
turning radii onto the new lane. The permitting and water treatment and attenuation area
requirements for roadway expansion should be evaluated during design.
The results of the Study are funded in the County’s 5-Year Work Program FY 2022 – 2026
(Reference Figure 8). The 5-Year Work Program is tied to the County’s Capital Improvement
Element, which will be amended or updated as necessary, should this project be awarded CIGP
grant. Additional funding for this project is anticipated in the budget currently being developed.
The results of the Study were also considered in the Collier MPO’s 2045 LRTP Needs Plan
(Reference Figure 9). Should the County not receive the CIGP or TRIP grant funds, the County
will likely phase this project as it is not financially feasible to be completed all at once.
Figure 8. Collier County’s Fiscal Years 2022-2026 5-Year Work Program
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 16 of 17
Figure 9. Collier MPO’s 2045 LRTP
6. Cost Estimate:
As presented in the Study, the project design and construction is estimated at $15,000,000. Collier
County is requesting funding in any amount up to $4,000,000 the improvement project.
Thank you for your assistance and we appreciate your cooperation. Please contact me for any
additional information you may need.
Sincerely,
Trinity Scott, Department Head
Transportation Management Services Department
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD -SHOULDERS
Page 17 of 17
Attachments:
1. FDOT Application Packet
2. Grant Supplemental Information
3. Crash Report
CC: Amy Patterson, County Manager
Commissioner William McDaniel, Jr., BCC Chairman
Victoria Peters, FDOT, District One Liaison
District One
Priority Project Information Packet
Please fill out this application completely. Please ensure all attachments are LEGIBLE
Applications containing insufficient information will not be reviewed by the FDOT.
Name of Applying Agency: Collier County BCC – Transportation Management Services
Department
Project Name: Immokalee Rd. from Livingston Rd. to Logan Blvd. - Shoulders
Project Category:
Congestion Management ☐ TRIP ☒ CIGP ☒
Transportation Alternative ☐ Transit/Modal ☐
For more information on State Grant Programs (CIGP, SCOP, SCRAP, TRIP) please click here.
Is applicant LAP certified? Yes ☒ No ☐
Is project on State Highway System? Yes ☐ No ☒
If the project is off the state system and the applicant is LAP certified the project will be
programmed as a LAP project.
Is the roadway on the Federal Aid Eligible System? Yes ☒ No ☐
If yes, provide Federal Aid roadway number: Immokalee Rd. ID#03590000 – UMA
If no, give local jurisdiction: Click here to enter text.
http://www.fdot.gov/statistics/fedaid/
Detailed Project Limits/Location:
Describe begin and end points of project, EX., from ABC Rd. to XYZ Ave. Limits run south to
north or west to east. Include jurisdiction (city/county), project length, attach a labeled project,
map.
Immokalee Road is a major east-west arterial corridor in Collier County. The segment from
Livingston Road to Logan Boulevard is approximately 2 miles. Immokalee road is an existing 6-
lane roadway constrained by the Cocohatchee Canal on the north side of the corridor. This
project is for the restriping of the existing right-turn lanes and shoulder area as a shared
westbound through/right-turn lane along Immokalee Road (beginning west of Logan Boulevard
and ending east of Livingston Road (plaza entrance)). See attached Regional and Project
Location Maps.
Regional Project Location Map:
Project:
Discuss how this project is consistent with the MPO/TPO Long Range Transportation
Plan?
Page Number (attach page from LRTP): The Collier MPO 2045 LRTP Cost Feasible Plan
contains several projects along this segment of Immokalee Road. The projects include
Immokalee Road at Livingston Road (LRTP Project Number 66), I-75 at Immokalee Road
(LRTP Project Number 25), and Immokalee Road at Logan Boulevard (LRTP Project Number
97). Reference Collier MPO’s 2045 LRTP Executive Summary – Page ES-27&28 on Table ES-6
(Attachment 1).
Discuss the project in the local jurisdiction’s Capital Improvement Plan?
(Attach page from CIP): When the Study was presented to the BCC in October 2021, the
discussion included phasing and funding construction of this project as funding became
available. The County’s FY2022-2026 5 year Work Program is being developed now and will
include this project. If the project is awarded a grant, the work program and CIP can be
amended or updated, as appropriate.
Project Description
Phase(s) requested:
Planning Study ☐ PD&E ☐ PE ☒ ROW ☐ CST ☒ CEI ☐
Project cost estimates by phase (Please include detailed cost estimate and
documentation in back-up information):
Phase
(PD&E, ROW, PE,
CST)
Estimated
Total Cost Funds Requested Matching
Local Funds
Local Fund
Source
Type of Match
(Cash, in-kind)
PE 1500000 750000 750000
impact fees, gas
taxes and/or
general fund
Cash
CST 13500000 10250000 3250000
Impact Fees, gas
taxes and/or
general fund
Cash
[Phase] 0 [Number] [Number] [Fund Source] [Match Type]
[Phase] [Number] [Number] [Number] [Fund Source] [Match Type]
Total Project Cost: $ 15,000,000
Project Details: Clearly describe the existing conditions and the proposed project and desired
improvements in detail. Please provide studies, documentation, etc., completed to-date to
support or justify the proposed improvements. Include labeled photos and maps. (Add additional
pages if needed):
Immokalee Road (CR 846) in the only major east-west arterial corridor that serves both urban and
coastal Collier County, as well as the areas of Golden Gate Estates and Immokalee. Immokalee Road is
approximately 40 miles long and connects US 41 to SR 29 and Hendry County. Further, Immokalee Road
serves as one of only three major east/west arterial corridors that provides a direct connection to one of
four I-75 interchanges within Collier County, and is categorized as a Freight Distribution Route and a
High Crash Corridor by the Collier MPO. Immokalee Road is designated as Collier County Emergency
Evacuation Routes, and critical in facilitating movement of local and regional traffic (including truck
traffic) in northern Collier County. It is classified as an Urban Major Arterial and has an existing posted
speed limit of 45 mph. Immokalee Road is currently a 6-lane facility with three lanes in each direction
(east-west). Sidewalks are present on the south side of Immokalee Road. The Cocohatchee Canal is
located on the north side of Immokalee Road. The attached table (Attachment 3) presents pictures of
the existing conditions taken in February 2021 along with a Collier County aerial from 2020.
In 2021, Collier County approved the Immokalee Road Corridor Congestion Study which analyzed
intersections along Immokalee Road from Livingston Road to Logan Boulevard. The study analyzed both
conventional and innovative intersection alternatives along Immokalee Road, to accommodate future
roadway volumes for 2025 and 2040, including the intersection at Livingston Road. The Study summary
report indicates that in 2019, 7 out of 12 intersection movements operate at Level of Service (LOS) F in
the AM Peak Hour and 8 of the 12 intersection movements fail in the PM Peak Hour, with delays ranging
between 1.5 to 2.5 minutes per movement. By 2025, the No-Build analysis indicates failure at 9 and 8
intersection movements in the AM and PM Peak Hours, respectively. Delay times in the No-Build
condition continue to increase to as much as 4.5 minutes in 2025 and more than 15 minutes by 2040.
The study recommends restriping/modifying the Immokalee Road westbound right-turn kane and
shoulder area to a combination through/right-turn lane from west of Logan Blvd. to east of Livingston
Rd. Attached are the concept details (Attachment 4). In addition, the Collier County Immokalee Road
Corridor Congestion Study, the Florida Department of Transportation (FDOT) is conducting the
Southwest Connect I-75 South Corridor Planning and Feasibility along I-75 from south of Collier
Boulevard to north of Bayshore Road to evaluate strategies for improving mobility, access, regional
transportation options, and safety.
Within Collier County, west of I-75, there are only a few north-south roads that have regional
connectivity to Lee County including Livingston Road, US 41, and Vanderbilt Drive, which is a mostly 2-
lane constrained coastal roadway. Due to its proximity to I-75 and US 41 and its regional connectivity to
Lee County, Immokalee Road acts as a reliever to State Highway System facilities I-75 and US 41.
Relieving traffic congestion along Livingston Road provides an alternative to I-75 and US 41, which are
the only other north-south regional facilities in the area. An improved roadway network is not only
needed for commuting purposes, but also critical to improve access for emergency responders including
fire departments, medical services, and law enforcement. The additional capacity provided by the
improvements will provide for a more efficient connection between many community resources
including existing neighborhoods, a library, churches, a nearby hospital, and commercial businesses.
Further, the proposed improvements would relieve traffic congestion on I-75 and US 41, and provide for
the efficient movement of people, goods, and services, as well as improve the multimodal connections
inside the County’s urbanized area. This facility will improve travel reliability by decreasing travel times,
reducing vehicle miles traveled, reducing congestion, and reducing emissions from idling vehicles. There
will also be a reduced need for road maintenance, as reduced vehicle miles traveled on the roads means
less maintenance, operations, and improvement costs to the parallel facilities. Without State assistance,
the County will be required to wait until enough local funding is collected to fully fund the project,
further delaying traffic congestion relief to I-75 and US 41.
Constructability Review
For items 2-9 provide labeled and dated photos (add additional pages if needed)
1. Discuss other projects (ex. drainage, utility, etc.) programmed (local, state or federal)
within the limits of this project? None.
2. Does the applicant have an adopted ADA transition plan? Yes ☒ No ☐
Identify areas within the project limits that will require ADA retrofit. (Include GIS
coordinates for stops and labeled photos and/or map.)
CAT completed an ADA Compliance Report in 2014. As indicated by the attached
Transit Route Map, there is one route (#27 lavender) with five stops within the project
limits.
3. Is there a rail crossing along the project?
Yes ☐ No ☒
What is the Rail MP?
Enter MP
4. Are there any transit stops/shelters/amenities within the project limits?
Yes ☒ No ☐
How many? Five
Stop ID number: #566, #590, #627, #644, #645
5. Is the project within 10-miles of an airport? Yes ☒ No ☐
6. Coordinate with local transit and discuss improvements needed or requested for bus
stops?
(add additional pages if needed):
Additional coordination will be completed during design.
7. Are turn lanes being added? Yes ☒ No ☐
If yes, provide traffic counts, length, and location of involved turn lanes.
Additional information will be completed during design. The Immokalee Road Corridor
Congestion Study can be found on the Transportation Planning website at:
https://www.colliercountyfl.gov/government/growth-management/divisions/capital-project-
planning-impact-fees-and-program-management/transportation-planning-section/planning-
studies
8. Drainage structures:
• Number of culverts or pipes currently in place: Will be verified during design.
• Discuss lengths and locations of each culvert along the roadway: Will be verified
during design.
• Discuss the disposition of each culvert and inlet. Which culverts are “to remain”
and which are to be replaced, upgraded, or extended? Will be determined during
design.
• Discuss drainage ditches to be filled in?
(Discuss limits and quantify fill in cubic yards) Will be determined during design.
• Describe the proposed conveyances system (add additional pages if needed.)
Will be determined during design.
• Are there any existing permitted stormwater management facilities/ponds within
the project limits? Yes ☒ No ☐
• If yes, provide the location and permit number (add additional pages if needed)
Immokalee Road Widening Environmental Resource Permit Number 11-00861-S
and Livingston Road Environmental Resource Permit Number 11-01359S for Phase 1
and Phase 2. Permit information available.
• Discuss proposed stormwater management permits needed for the
improvements. To be determined during design.
• List specific utilities within project limits and describe any potential conflicts (add
additional pages if needed): To be determined during design.
• Discuss Bridges within project limits? There are bridges and bridge culverts
along Immokalee Road that crosses the Cocoahatchee Canal.
• Can bridges accommodate proposed improvements? Yes ☒ No ☐
If no, what bridge improvements are proposed? (Offset and dimensions of the
improvements, add additional pages if needed):
To be determined during design.
9. Has Right-of-way (ROW), easements, or ROW activity already been performed/acquired
for the proposed improvements? If yes, please provide documentation
Yes ☐ No ☒
If ROW or Easements are needed detail expected area of need (acreage needed,
ownership status):
ROW needs including costs will be determined during design.
10. Discuss required permits (ERP, Drainage, Driveway, Right of Way, etc.): To be
determined during design, but modifications of existing ERPs are likely required.
If none are needed, state the qualified exemption:
Click here to enter text.
11. Are there any wetlands within the project limits? Yes ☒ No ☐
If yes, list the type of wetlands, estimated acreage and if mitigation will be required.
Please note whether the project is within the geographic service area of any approved
mitigation banks. Provide any additional information:
The Cocohatchee Canal is considered a surface water and any impacts to the canal
would require mitigation. Further details will determined during design.
12. Are there any federal or state listed/protected species within the project limits?
Yes ☒ No ☐
If yes, list the species and what, if any mitigation or coordination will be necessary: To be
determined during design.
If yes, discuss critical habitat within the project limits: Review of FDOT’s Environmental
Screening Tool indicates the project area is located within a core foraging area for the
woodstork.
13. Discuss whether any prior reviews or surveys have been completed for historical and
archaeological resources (include year, project, results)
The environmental impacts (social, natural, cultural and physical resource surveys) will
be done during design.
14. Are any Recreational, historical properties or resources covered under section 4(f)
property within the project limits? Yes ☐ No ☒
(Provide details) Review of FDOT’s EST indicates a Florida Greenway and Trail System
Opportunity Trail along Immokalee Road from Livingston Road to SR 82. This should be
reviewed during design.
15. Discuss whether any prior reviews or surveys have been completed for sites/facilities
which may have potential contamination involvement with the proposed improvements.
This should include a discussion of locations which may directly impact the project
location, or be which may be exacerbated by the construction of the proposed
improvements. Review of potential contamination involvement within or near the project
area will be completed during design.
16. Are lighting improvements requested as part of this project? Yes ☒ No ☐
Please provide a lighting justification report for the proposed lighting.
There is existing lighting along the corridor. Lighting details will be developed during
design.
17. Is a mid-block crossing proposed as part of the project? Yes ☐ No ☒
If yes, please provide the justification for mid-block crossing.
Click here to enter text.
Required Attachments
A. Detailed Project Scope with Project Location Map with sufficient level of detail (Please
include typical section of proposed improvements)
B. Project Photos – dated and labeled (this is important!)
C. Detailed Cost Estimates including Pay Items
D. LRTP and Local CIP page
E. Survey/As-builts/ROW documentation/Utility/Drainage information
F. Detailed breakdown of ROW costs included in estimate (if ROW is needed/included in
request or estimate)
Applicant Contact Information
Agency Name:
Mailing Address: Collier County Board of County Commissioners
2685 S. Horseshoe Dr. Suite #103, Naples, FL 34104
Contact Name and Title: Lorraine Lantz, Principal Planner
Email: Lorraine.Lantz@colliercountyFL.gov Phone: 239-252-5779
Signature: ____________________________ Date: _____________________
Your signature indicates that the information included with this application is accurate.
Maintaining Agency:
Contact Name and Title: Collier County Board of County Commissioners
Trinity Scott, Department Head
Email: Trinty.Scott@CollierCountyFL.gov Phone: 239-252-8192
Signature: ____________________________ Date: _____________________
Your signature serves as a commitment from your agency to maintain the facility requested.
MPO/TPO:
Contact Name and Title: Collier MPO
Anne McLaughlin, MPO Executive Director
Email: Anne.McLaughlin@CollierCountyFL.gov Phone: 239-252-
5884
Signature: ____________________________ Date: _____________________
Your signature confirms the request project is consistent with all MPO/TPO plans and
documents, is eligible, and indicates MPO/TPO support for the project.
Page 1 of 12
Grant Supplemental Information
Immokalee Rd. Shoulders from Livingston Rd. to Logan Blvd.
Regional Location Map
Location Map
Red line indicates Immokalee Rd. Red box indicates project location.
Page 2 of 12
Google Maps of Immokalee Rd. red box denotes project and potential area destinations.
Current Project Status:
Collier County completed the corridor study in 2021. The Immokalee Road Corridor Congestion Study
can be found on the Transportation Planning website at:
https://www.colliercountyfl.gov/government/growth-management/divisions/capital-project-planning-
impact-fees-and-program-management/transportation-planning-section/planning-studies
Additional phases of this project will include:
Design,
Engineering, and
Construction of the project
Page 3 of 12
Crash Location Maps – Crash Data available in separate attachment
Page 4 of 12
Immokalee Rd. is classified as an Urban Minor Arterial (UMA) in the Federal-Aid Road Report.
Page 5 of 12
While not on the State Highway System, it is Federal Aid Eligible, as referenced in the FDOT map below
dated April 4, 2022.
Page 6 of 12
Collier MPO 2045 LRTP – Cost Feasible Plan
Collier MPO 2045 LRTP – Needs Plan
Page 7 of 12
Capital Improvement Plan – County 5 year Work Program 2022-2026
Google Map of Collier County with Distance from Project to Naples Airport.
Page 8 of 12
Collier Area Transit (CAT) System Map
Red box indicates project location.
Page 9 of 12
Collier Area Transit (CAT) Route #27 Map with stop locations.
Red box indicates project location.
Other Priorities:
The project will provide a better connectivity to I-75 and US41. This will also provide
economic development and goods movement between Lee and Collier counties and the
Southwest Florida region.
Immokalee Rd. is a 40-mile corridor that provides direct access to the area of Immokalee,
which is a rural area of critical economic concern and designated as a Rural Area of
Opportunity (see map below).
The corridor falls under the Collier County Access Management Policy #13-257. The County
Policy closely follows FDOT’s access management criteria.
There are no STRAHNET routes or military installations within Collier County. This project
does not negatively impact or provide benefit directly to the STRAHNET or STRACNET.
Page 10 of 12
Page 11 of 12
Page 12 of 12
Collier County Summary Report
Immokalee - Livingston to Logan
CDMS - Crash Data Management System
Report Memo:
RESERVE FOR MAP SCREENSHOT
Selections used to generate this report:
Years: 2022,2021,2020,2019,2018,2017
Saved Area 1: -81.75594420970239,26.271887837369604,-81.71783538401884,26.273658011907596
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Intersection Summary
Top 40 Report
Click for Drill Down
Aging
Driver
65+
Teen
Driver
15-19
Comm.
Veh
Total
Injuries
Total
Fatalities
Total
Crashes
Fatal
Crashes
Head
On
Right
Turn
Left
Turn
Distract
Driving
Speed
Agr.
Driving
Work
ZoneAngleBikePedPossible
Injury
Non
Incap
Motor
Cycle
Lane
Depart
No
Restraint
ImpairedAt
Int.Incap
Injury Severity Ped and
Bike
Crash Type Strategic Highway
Safety Plan
324 0 37 1 3 35 6 9 1 32 2 176 76 60 0 3 20 38 57 7 1 40 92 1 IMMOKALEE RD (CR 846) @ STRAND BLVD
288 0 16 0 2 13 3 3 1 19 1 152 50 51 0 0 10 37 51 5 3 35 102 0 IMMOKALEE RD (CR 846) @ LIVINGSTON RD N
254 0 18 1 1 39 3 5 1 20 2 136 43 66 0 2 11 38 45 4 2 36 80 3 IMMOKALEE RD (CR 846) @ NORTHBROOKE PLAZ
219 0 24 2 1 11 6 2 2 24 2 114 43 47 0 4 13 41 47 7 0 44 60 1 IMMOKALEE RD (CR 846) @ LOGAN BLVD/OLDE
144 0 15 1 1 11 4 1 4 22 2 81 20 26 0 1 11 25 23 3 0 27 60 2 IMMOKALEE RD (CR 846) @ VALEWOOD DR
101 0 5 0 0 2 5 1 2 11 2 63 12 9 0 0 4 14 7 1 2 21 31 2 IMMOKALEE RD (CR 846) @ OAKES BLVD
97 0 2 0 0 5 3 6 0 9 1 58 24 14 0 0 2 17 12 1 0 9 24 0 UNKNOWN
53 0 4 0 0 2 0 0 0 11 1 39 12 3 0 0 2 6 8 0 1 11 9 0 IMMOKALEE RD @ COMMERCIAL DR
35 0 5 0 0 2 0 0 0 3 1 18 5 1 0 0 4 3 8 0 0 5 6 1 IMMOKALEE RD (CR 846) @ SANDRA BAY DR
22 0 1 0 0 1 0 0 0 4 1 13 4 3 0 0 1 5 5 0 0 3 12 1 IMMOKALEE RD (CR 846) @ WINDSONG CIR
10 0 2 0 0 0 0 0 0 3 2 3 0 0 0 1 1 1 1 0 0 2 1 0 IMMOKALEE RD (CR 846) @ EXECUTIVE DR
6 0 1 0 0 0 0 0 0 0 0 4 1 0 0 0 1 1 1 0 0 1 4 1 IMMOKALEE RD (CR 846) @ JOHN MICHAEL RD
5 0 4 1 0 0 0 1 0 1 0 1 1 0 0 1 3 0 0 0 0 2 2 0 IMMOKALEE RD (CR 846) @ GOODLETTE RD (CR
3 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 2 0 IMMOKALEE RD (CR 846) @ ASTON DR
3 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 2 0 VALEWOOD DR @ EXECUTIVE DR
3 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 0 0 1 2 0 STRAND BLVD @ TAVILLA CIR
3 0 1 0 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 1 2 0 IMMOKALEE RD (CR 846) @ GREENTREE SHOPPI
2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 IMMOKALEE RD (CR 846) @ AIRPORT RD (CR 3
2 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 CARSON RD @ IMMOKALEE DR
2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 JULIET BLVD @ USEPPA DR
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DAVIS BLVD (SR 84) @ COMMERCIAL DR
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 IMMOKALEE RD (CR 846) @ LAKELAND AVE/THE
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 0 0 0 0 0 NORTHBROOKE DR @ NORTHBROOKE PLAZA DR
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 STRAND BLVD @ TAVILLA CIR
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 IMMOKALEE DR @ N 19TH ST
Tuesday, April 26, 2022 Page 2 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
0
50
100
150
200
250
300
350
2017 2018 2019 2020 2021 2022
Number of Crashes By Year
Breakdown of Crashes by Year
2017 2018 2019 2020 2021 2022
PDO 218 246 254 223 236 77
Possible Injury 42 35 36 44 60 14
Injury Crashes 21 18 29 12 11 5
Total Crashes 281 299 319 279 307 96
Tuesday, April 26, 2022 Page 3 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
0
40
80
120
160
200
240
280
320
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
Number of Crashes by Day of Week
Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total
PDO 106 193 196 196 197 228 138 1,254
Possible Injury 14 32 38 35 34 49 29 231
Injury Crashes 6 10 16 14 20 14 16 96
Total Crashes 126 235 250 245 251 291 183 1,581
Tuesday, April 26, 2022 Page 4 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
0
40
80
120
160
200
January February March April May June July August September October November December
Number of Crashes by Month
January February March April May June July August September October November December Total
PDO 140 132 151 96 69 76 101 91 78 101 95 124 1,254
Possible Injury 22 25 23 13 14 14 18 14 23 24 20 21 231
Injury Crashes 12 12 7 5 4 3 9 4 8 7 13 12 96
Total Crashes 174 169 181 114 87 93 128 109 109 132 128 157 1,581
Tuesday, April 26, 2022 Page 5 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
0
20
40
60
80
100
120
140
160
180
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
Crashes by Time of Day
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
PDO 7 2 4 3 3 7 28 65 101 71 66 71 85 105 103 137 120 105 64 34 27 19 16 11
Possible Injury 0 1 2 0 0 1 7 17 19 16 11 12 12 11 17 21 22 19 15 6 11 5 3 3
Injury Crashes 1 2 0 0 1 2 3 2 7 6 5 7 6 7 10 6 5 7 4 7 5 3 0 0
Total 8 5 6 3 4 10 38 84 127 93 82 90 103 123 130 164 147 131 83 47 43 27 19 14
Tuesday, April 26, 2022 Page 6 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Crashes
Driver ActionsDriver Age Summary (Vehicle 1, Driver 1)
Agr. DrivingDistractionRun Off-RoadRun ControlSpeedingIntoxicationBikePedsInjuriesFatalitiesMotorcycleDrill Down Rpt.
< 15Age 1 0 1 0 1 0 0 0 0 0 0 0
15 to 19Age 170 0 12 2 3 0 0 1 2 2 31 101
20 to 24Age 207 0 16 0 1 2 5 1 7 4 39 118
25 to 29Age 172 0 19 1 0 0 5 0 6 6 36 94
30 to 34Age 112 0 7 0 0 0 1 1 6 1 25 57
35 to 39Age 112 0 9 0 0 0 3 0 5 0 19 52
40 to 44Age 106 0 14 0 0 3 3 0 6 3 19 64
45 to 49Age 109 0 7 0 1 0 1 0 10 0 16 68
50 to 54Age 87 0 7 1 0 0 3 0 6 4 8 56
55 to 59Age 95 0 2 0 0 3 2 0 2 0 17 48
60 to 64Age 60 0 8 0 0 0 2 0 3 0 9 33
65 to 69Age 83 0 5 1 2 0 1 0 4 0 16 52
70 to 74Age 69 0 8 0 0 0 1 0 3 1 10 39
75 to 79Age 53 0 6 0 0 0 0 0 2 1 15 32
80 to 84Age 40 0 7 1 0 0 1 0 3 0 4 19
85 to 89Age 18 0 4 0 0 0 0 0 1 0 2 11
>= 90Age 5 0 2 0 0 0 0 0 1 0 1 3
No DataAge 82 0 1 0 0 1 0 0 2 0 3 23
0
40
80
120
160
200
240
< 15 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70 to 74 75 to 79 80 to 84 85 to 89 >= 90 No Data
1
170
207
172
112 112 106 109
87 95
60
83
69
53 40
18 5
82
AgeTotal CrashesDriver Age
Tuesday, April 26, 2022 Page 7 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Impact Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
198Angle 0 91 1 127 3 1 1 48 1
19Front to Front 0 12 19 12 0 0 0 11 0
1,011Front to Rear 0 115 0 549 6 0 0 58 6
4Rear to Side 0 1 0 1 0 0 0 0 0
252Sideswipe, same direction 0 34 251 152 0 0 0 1 0
97Unknown 0 27 24 29 12 7 5 17 2
Crash Type Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Relation to Intersection
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
273Intersection 0 273 51 173 4 2 1 56 1
257Intersection-Related 0 7 35 132 5 3 2 15 1
743Non-Junction 0 0 138 397 6 1 3 51 3
2Driveway/Ally Access Related 0 0 0 1 0 0 0 2 0
12Entrance/Exit Ramp 0 0 3 5 0 0 0 0 0
21Other, Explain in Narrative 0 0 10 13 1 1 0 0 0
273Unknown 0 0 58 149 5 1 0 11 4
Tuesday, April 26, 2022 Page 8 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Vehicle 1 Direction Summary
Angle Front to
Front
Front to
Rear
No Data Other,
Explain in
Narrative
Rear to
Side
Sideswipe
, Opposite
direction
Sideswipe
, same
direction
Unknown
N 39 2 109 10 5 1 0 24 4
S 33 5 91 3 8 1 1 19 1
E 52 7 306 9 17 0 0 87 6
W 72 5 487 8 14 2 1 116 7
Others 2 0 18 1 1 0 0 6 1
Total 198 19 1,011 31 45 4 2 252 19
N
S
E
W
Others
194
162
484
712
29
Total Crashes By Vehicle 1 Direction
Crash Type By Vehicle 1 Direction
Tuesday, April 26, 2022 Page 9 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
At Fault Vehicle Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1Bus 0 0 0 0 0 0 0 0 0
42Cargo Van (10,000lbs (4,536kg) or less) 0 7 10 30 2 0 0 1 2
51Medium/Heavy Trucks (more than 10,000lbs 0 5 20 32 0 0 0 4 0
6Motorcycle 0 1 1 4 6 0 0 1 6
44Other Light Trucks (10,000lbs (4,536kg) 0 10 12 21 0 0 0 2 0
3Other, Explain in Narrative 0 0 1 2 0 0 0 0 0
776Passenger Car 0 137 139 446 6 3 5 79 0
52Passenger Van 0 11 3 28 0 0 0 9 0
175Pickup 0 30 19 82 2 1 1 11 0
40Unknown 0 7 19 12 1 1 0 1 0
391No Data 0 72 71 213 4 3 0 27 1
Tuesday, April 26, 2022 Page 10 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Movement
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
913Straight Ahead 0 146 71 493 10 2 3 95 5
87Turning Left 0 51 34 53 1 1 1 18 0
131Turning Right 0 45 18 90 5 3 1 7 2
7Making U-Turn 0 1 2 5 0 0 0 3 0
15Backing 0 2 1 0 0 0 0 0 0
156Changing Lanes 0 6 99 81 2 0 1 3 1
4Overtaking/Passing 0 0 2 4 0 0 0 0 0
124Slowing 0 7 1 67 2 1 0 3 1
28Other, Explain in Narrative 0 5 11 13 0 0 0 1 0
116Unknown 0 17 56 64 1 1 0 5 0
Tuesday, April 26, 2022 Page 11 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Roadway Condition Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Roadway Location
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1,550On Roadway 0 272 280 863 20 7 6 129 9
7Median 0 2 3 1 0 0 0 0 0
7Shoulder 0 0 3 0 0 0 0 1 0
7Off Roadway 0 2 5 1 0 0 0 5 0
10Unknown 0 4 4 5 1 1 0 0 0
At IntersectionCrashesLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)Road Condition
Wet 27 31 85 0 0 0 0 11 0 202
Dry 250 264 782 21 9 8 6 124 0 1,375
Other, Explain in Narrative 0 0 0 0 0 0 0 0 0 1
Unknown 3 0 3 0 0 0 0 0 0 3
Tuesday, April 26, 2022 Page 12 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Contributing Cause Summary
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1,464None 0 262 276 824 21 8 6 128 9
1Debris 0 0 0 0 0 0 0 0 0
2Obstruction in Roadway 0 1 1 0 0 0 0 0 0
1Rut, Holes, Bumps 0 0 0 0 0 0 0 0 0
5Work Zone 0 1 2 4 0 0 0 1 0
14Other, Explain in Narrative 0 2 3 7 0 0 0 1 0
94Unknown 0 14 13 35 0 0 0 5 0
Traffic Control
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
Traffic Control Signal 872 0 224 132 495 16 7 6 80 5
Stop Sign 26 0 8 1 20 1 1 0 3 0
Flashing Signal 4 0 3 0 3 0 0 0 2 0
Yield Sign 2 0 0 2 2 0 0 0 0 0
School Zone Sign/Device 1 0 0 0 1 0 0 0 0 0
No Controls 653 0 39 152 342 3 0 0 50 3
Person 3 0 2 1 1 0 0 0 0 0
Other, Explain in Narrative 6 0 0 2 2 1 0 0 0 1
Unknown 8 0 0 3 1 0 0 0 0 0
Unknown 6 0 4 2 3 0 0 0 0 0
Tuesday, April 26, 2022 Page 13 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Alignment
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1,281Straight 0 223 237 702 16 7 3 106 7
6Curve Left 0 2 4 1 0 0 0 1 0
12Curve Right 0 2 3 7 0 0 0 0 0
282Unknown 0 53 51 160 5 1 3 28 2
Tuesday, April 26, 2022 Page 14 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
Environment Summary Report
Crashes
Lighting
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)
1,307 0 202 234 733 15 5 3 97 7 Daylight
214 0 69 51 102 4 1 2 29 2 Dark-Lighted
29 0 2 6 13 1 1 0 2 0 Dusk
14 0 3 1 10 0 0 0 1 0 Dawn
13 0 2 3 9 1 1 1 6 0 Dark-Not Lighted
4 0 2 0 3 0 0 0 0 0 Unknown
0
200
400
600
800
1000
1200
1400
1600
Dark (No Street Light)Not Dark Others
Crashes
Strategic Highway Safety Plan (SHSP)Weather
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Clear 1,201 0 106 4 6 17 703 234 230 8
Cloudy 241 0 22 1 1 3 104 41 33 1
Fog, Smog, Smoke 4 0 0 1 1 1 3 2 0 0
Rain 133 0 7 0 0 0 58 18 15 0
Other, Explain in Narrative 2 0 0 0 0 0 2 0 2 0
0
200
400
600
800
1000
1200
1400
1600
Rain Fog Not Rain or Fog
Tuesday, April 26, 2022 Page 15 of 16
Collier County Summary Report CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,581 0 to01/01/2017 04/12/2022 135 6 8 9 21 870 295 280 69 3 28 11 123
InjuriesFatalitiesCrashesArea
Located Crashes
0 0 EAST NAPLES 3
0 0 IMMOKALEE 1
0 24 NAPLES 97
0 54 NORTH NAPLES 940
0 57 UNINCORPORATED 540
0 135 Totals: 1581
Private Property, Parking Lot, and Unlocated Crashes
InjuriesFatalitiesCrashesArea
Totals:
Tuesday, April 26, 2022 Page 16 of 16
June 28, 2022
Via Email
Mr. H. Wayne Gaither
Florida Department of Transportation, District One
Southwest Area Office Director
10041 Daniels Parkway
Fort Myers, FL 33913
RE: Response to Request for County Incentive Grant Program Priorities for Fiscal Years
2027/2028
Dear Mr. Gaither:
This letter is in response to the request for the County Incentive Grant Program (CIGP) priorities
for Fiscal Years 2027/2028. Please accept this grant application for an overpass project at
Immokalee Road (County Road 846) and Livingston Road (County Road 881) in Collier County.
We believe this project is an excellent candidate for CIGP funding as the intersection is currently
constrained and would help relieve congestion on State Highway System (SHS) facilities, I-75 and
US 41.
1. Name and contact information of the applicant:
Amy Patterson, County Manager
Staff Representative:
Trinity Scott, Department Head
Transportation Management Services Department
2885 S. Horseshoe Drive
Naples, FL 34104
(239) 252-8192
2. Complete description of the project, including a location map.
The project is located at the intersection of Immokalee Road and Livingston Road in Collier
County, Florida. Figures 1 and 2 present the Regional and Project Location Maps, respectively.
Immokalee Road is a major east-west arterial corridor that serves both urban and coastal Collier
County, as well as the areas of Golden Gate Estates and Immokalee. Immokalee Road is also a
Collier County Evacuation Route. Livingston Road is a major north-south arterial corridor from
Radio Road in Collier County to Lee County where it continues as Imperial Parkway.
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 2 of 18
Figure 1. Regional Location Map
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 3 of 18
Figure 2. Project Location Map
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 4 of 18
Collier County approved the Immokalee Road Corridor Congestion Study in 2021. The
recommended improvements included the overpass at the existing intersection of Immokalee
Road and Livingston Road, where Livingston Road will be bridged over Immokalee Road. The
approved concept is for Livingston Road to be converted to a 4-lane bridge over Immokalee Road
with an at-grade north-bound through lane to provide local access to properties located on the
northeast quadrant of the intersection. An additional southbound left-turn lane will be added to
Livingston Road to provide a triple left movement from southbound Livingston Road to
eastbound Immokalee Road. Along Livingston Road, the northbound right-turn lane will be
redesigned to provide a free-flow right-turn movement with channelized yield control. Along
southbound Livingston Road, the right-turn lane will be redesigned to provide a channelized free-
flow right-turn movement. Pictures of the existing intersection were taken in February 2021 and
are presented as Table 1, along with a Collier County aerial from 2020. Figure 3 presents the
concept plans for the proposed improvements. Figures 4 and 5 present the preliminary typical
sections for Livingston Road.
Table 1. Existing Intersection Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Aerial of
Existing
Intersection /
January 2021
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 5 of 18
Table 1. Existing Intersection Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Aerial of
Existing
Intersection /
January 2021
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 6 of 18
Table 1. Existing Intersection Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Drone Photo of
intersection
looking West
along
Immokalee Road
/ February 26,
2021
Photo taken
from Immokalee
Road heading
East to the
intersection at
Livingston Road
/ January 2022
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 7 of 18
Table 1. Existing Intersection Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Photo taken
from Immokalee
left turn lane
heading South to
Livingston Road
/ January 2022
Photo taken
from Livingston
right turn lane
heading West to
Immokalee Road
/ January 2022.
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 8 of 18
Table 1. Existing Intersection Site Location Pictures
Photograph
Photo
Description
/ Photo
Date
Looking South
from Northeast
Corner of
Intersection –
Notice
Congestion. /
February 26,
2021
Looking North
from Southeast
Corner of
Intersection –
Notice
Congestion. /
February 26,
2021
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 9 of 18
Figure 3. Proposed Immokalee Road and Livingston Road Intersection Concept Details
Figure 4. Livingston Road Preliminary Typical Section – South of Immokalee Road
Figure 5. Livingston Road Preliminary Typical Section – North of Immokalee Road
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 10 of 18
3. Detailed description of how the project would reduce congestion on the State Highway
System (SHS).
The project intersection is located approximately 0.5 miles west of the I-75 and Immokalee Road
interchange and 3 miles west of the US 41 and Immokalee Road intersection. Within Collier
County, west of I-75, there are only a few north-south roads that have regional connectivity to
Lee County including Livingston Road, US 41, and Vanderbilt Drive, which is a mostly 2-lane
constrained coastal roadway. Due to its proximity to I-75 and US 41 and its regional connectivity
to Lee County, Livingston Road acts as a parallel reliever to SHS facilities I-75 and US 41.
Relieving traffic congestion along Livingston Road provides an alternative to I-75 and US 41,
which are the only other north-south regional facilities in the area.
In 2021, Collier County approved the Immokalee Road Corridor Congestion Study which
analyzed intersections along Immokalee Road from Livingston Road to Logan Boulevard. The
study analyzed both conventional and innovative intersection alternatives along Immokalee Road,
to accommodate future roadway volumes for 2025 and 2040, including the intersection at
Livingston Road. The approved study indicates that in 2019, 7 out of 12 intersection movements
operate at Level of Service (LOS) F in the AM Peak Hour and 8 of the 12 intersection movements
fail in the PM Peak Hour, with delays ranging between 1.5 to 2.5 minutes per movement. By
2025, the No-Build analysis indicates failure at 9 and 8 intersection movements in the AM and
PM Peak Hours, respectively. Delay times in the No-Build condition continue to increase to as
much as 4.5 minutes in 2025 and more than 15 minutes by 2040.
In addition, the Collier County Immokalee Road Corridor Congestion Study, the Florida
Department of Transportation (FDOT) is conducting the Southwest Connect I-75 South Corridor
Planning and Feasibility along I-75 from south of Collier Boulevard to north of Bayshore Road
to evaluate strategies for improving mobility, access, regional transportation options, and safety.
Collier County has been coordinating its congestion study along Immokalee Road with the FDOT
I-75 study, understanding that proposed improvements to I-75 have a direct impact on Livingston
Road due to their proximity.
Review of the Collier County Crash Data Management System (CDMS) shows that between
February 2, 2012 and February 26, 2022, there have been 465 crashes along Livingston Road in
the project area. Of those crashes, one was fatal and 32 included serious injuries. Of the total
crashes, six involved bicyclists and two involved pedestrians. Figure 6 presents a map of the
crash locations on Livingston Road. Figure 7 presents the CDMS report which provides crashes
by year and severity. Figure 8 presents the location of crashes on parallel facilities including
Livingston Road, US 41, and I-75, over the same time period. Since 2012, there have been 1,051
crashes on parallel facilities, resulting in 2 fatalities and 84 injuries. Increased congestion tends
to increase traffic accident risks. The proposed overpass is expected to reduce congestion, and
therefore reducing crash risks and improve overall traffic operations along Livingston Road, and
potentially I-75 and US 41.
As presented on Figure 9, the project area serves Collier Area Transit bus service Route 27. Based
on the Collier County 2021-2030 Transit Development Plan, monthly ridership for Route 27
averages approximately 2,500 passengers. Reducing congestion in the project area improves the
reliability of the overall transit system in the County.
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 11 of 18
While not on the SHS, both Livingston and Immokalee Roads are Federal Aid Eligible, as
referenced in the FDOT Federal Aid Eligibility Map presented as Figure 10 (dated March 2,
2020). Both Livingston Road and Immokalee Road are classified as Minor Arterials on the
Federal Functional Classification Map (reference Figure 11) approved by the Federal Highway
Administration on January 23, 2014.
An improved roadway network is not only needed for commuting purposes, but also critical to
improve access for emergency responders including fire departments, medical services, and law
enforcement. The additional capacity provided by the improvements to the intersection will
provide for a more efficient connection between many community resources including existing
neighborhoods, a library, churches, a nearby hospital, and commercial businesses. Further, the
proposed intersection improvements would relieve traffic congestion on I-75 and US 41, and
provide for the efficient movement of people, goods, and services, as well as improve the
multimodal connections inside the County’s urbanized area. This facility will improve travel
reliability by decreasing travel times, reducing vehicle miles traveled, reducing congestion, and
reducing emissions from idling vehicles. There will also be a reduced need for road maintenance,
as reduced vehicle miles traveled on the roads means less maintenance, operations, and
improvement costs to the parallel facilities.
Without State assistance, the County will be required to wait until enough local funding is
collected to fully fund the project, further delaying traffic congestion relief to I-75 and US 41.
Figure 6. Crash Locations (Feb. 2012 – Feb. 2022)
Immokalee Road Livingston Road
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 12 of 18
Figure 7. Crash Data by Year and Severity (Feb. 2012 – Feb. 2022)
Figure 8. Crash Locations on Parallel Facilities
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 13 of 18
Figure 9: Collier Area Transit - Portion of Full System Map
Project Location
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 14 of 18
Figure 10. Federal Aid Eligibility Map
Project Location
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 15 of 18
Figure 11. Federal Functional Classification Map
Project Location
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 16 of 18
4. Certification from the County’s chief financial officer that sufficient matching funds are
available:
A signed certificate of project funding is available upon request.
5. Details of project phases included in the request:
The Design phase of the proposed project is currently in the County’s 5-Year Work Program
Fiscal Years 2022 – 2026 (Reference Figure 12). The 5-Year Work Program is tied to the
County’s Capital Improvement Element, which will be amended or updated as necessary, should
this project be awarded CIGP grant. Further, the project is fully funded through the Construction
phase (Project Number 66) in the Collier Metropolitan Planning Organization (MPO) 2045 Long
Range Transportation Plan (LRTP) Cost Feasible Plan between 2026 and 2030 (Reference Figure
13).
Figure 12. Collier County’s Fiscal Years 2022-2026 5-Year Work Program
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 17 of 18
Figure 13. Collier MPO’s 2045 Long Range Transportation Plan (Cost Feasible Plan)
COLLIER COUNTY CIGP FY 2027/28 APPLICATION
IMMOKALEE RD AT LIVINGSTON RD - OVERPASS
Page 18 of 18
6. Cost Estimate:
As funded in the Collier MPO’s 2045 LRTP Cost Feasible Plan and the Collier County Work
Program, the Design phase is estimated at $6,000,000. Collier County is requesting funding in
any amount up to the 50 percent match for the Design phase of the overpass at Immokalee
Road and Livingston Road.
Thank you for your assistance and we appreciate your cooperation. Please contact me for any
additional information you may need.
Sincerely,
Trinity Scott, Department Head
Transportation Management Services Department
Attachments:
1. FDOT Application Packet
2. Grant Supplemental Information
3. Crash Report
CC: Amy Patterson, County Manager
Commissioner William McDaniel, Jr., BCC Chairman
Victoria Peters, FDOT, District One Liaison
District One
Priority Project Information Packet
Please fill out this application completely. Please ensure all attachments are LEGIBLE
Applications containing insufficient information will not be reviewed by the FDOT.
Name of Applying Agency: Collier County BCC – Transportation Management Services
Department
Project Name: Immokalee Rd. at Livingston Rd. - Overpass
Project Category:
Congestion Management ☐ TRIP ☒ CIGP ☒
Transportation Alternative ☐ Transit/Modal ☐
For more information on State Grant Programs (CIGP, SCOP, SCRAP, TRIP) please click here.
Is applicant LAP certified? Yes ☒ No ☐
Is project on State Highway System? Yes ☐ No ☒
If the project is off the state system and the applicant is LAP certified the project will be
programmed as a LAP project.
Is the roadway on the Federal Aid Eligible System? Yes ☒ No ☐
If yes, provide Federal Aid roadway number: Immokalee Rd. ID#03590000 – UMA; Livingston
Rd. ID#03521000 - UMA
If no, give local jurisdiction: Click here to enter text.
http://www.fdot.gov/statistics/fedaid/
Detailed Project Limits/Location:
Describe begin and end points of project, EX., from ABC Rd. to XYZ Ave. Limits run south to
north or west to east. Include jurisdiction (city/county), project length, attach a labeled project,
map.
The intersection of Immokalee Road (CR846) and Livingston Road in Collier County. See
attached Regional and Project Location Maps.
Discuss how this project is consistent with the MPO/TPO Long Range Transportation
Plan?
Page Number (attach page from LRTP): The project is fully funded through the Construction
phase (Project Number 66) in the Collier MPO 2045 LRTP Cost Feasible Plan between FY 2026
and 2030. Reference Collier MPO’s 2045 LRTP Executive Summary – Page ES-27, Table ES-6
(Attachment 1), Plan Period 2 – 2026-2030 – Major Intersection Improvement.
Discuss the project in the local jurisdiction’s Capital Improvement Plan?
(Attach page from CIP): The Design of the project is currently in the County’s FY2022-2026 5
year Work Program (Attachment 2) which is tied to the County’s Capital Improvement Element
(CIE). If the project is awarded a grant, the CIE can be amended or updated, as appropriate.
Project Description
Phase(s) requested:
Planning Study ☐ PD&E ☐ PE ☒ ROW ☐ CST ☐ CEI ☐
Project cost estimates by phase (Please include detailed cost estimate and
documentation in back-up information):
Phase
(PD&E, ROW, PE,
CST)
Estimated
Total Cost Funds Requested Matching
Local Funds
Local Fund
Source
Type of Match
(Cash, in-kind)
PE 6000000 3000000 3000000
impact fees, gas
taxes and/or
general fund
Cash
[Phase] [Number] [Number] [Number] [Fund Source] [Match Type]
[Phase] [Number] [Number] [Number] [Fund Source] [Match Type]
[Phase] [Number] [Number] [Number] [Fund Source] [Match Type]
Total Project Cost: $ 6,000,000
Project Details: Clearly describe the existing conditions and the proposed project and desired
improvements in detail. Please provide studies, documentation, etc., completed to-date to
support or justify the proposed improvements. Include labeled photos and maps. (Add additional
pages if needed):
Immokalee Road (CR 846) in the only major east-west arterial corridor that serves both urban and
coastal Collier County, as well as the areas of Golden Gate Estates and Immokalee. Immokalee Road is
approximately 40 miles long and connects US 41 to SR 29 and Hendry County. Further, Immokalee Road
serves as one of only three major east/west arterial corridors that provides a direct connection to one of
four I-75 interchanges within Collier County and is categorized as a Freight Distribution Route and a High
Crash Corridor by the Collier MPO. Livingston Road (CR 881) is a major north-south arterial corridor
between US41 and I-75 and connects Collier County to Lee County where it continues as Imperial
Parkway. Both roadways are designated as Collier County Emergency Evacuation Routes, and critical in
facilitating movement of local and regional traffic (including truck traffic) in northern Collier County.
Both roads are classified as Urban Major Arterials and have an existing posted speed limit of 45 mph.
Immokalee Road is currently a 6-lane facility with three lanes in each direction (east-west). Livingston
Road is currently a 6-lane facility with three lanes in each direction (north-south). The intersection of the
two roads (project location) expands to include one right-turn lane and dual left-turn lanes in all
directions. Sidewalks are present on the south side of Immokalee Road, and both sides of Livingston
Road. The Cocohatchee Canal is located on the north side of Immokalee Road. The attached table
(Attachment 3) presents pictures of the existing intersection taken in February 2021 along with a Collier
County aerial from 2020.
In 2021, Collier County approved the Immokalee Road Corridor Congestion Study which analyzed
intersections along Immokalee Road from Livingston Road to Logan Boulevard. The study analyzed both
conventional and innovative intersection alternatives along Immokalee Road, to accommodate future
roadway volumes for 2025 and 2040, including the intersection at Livingston Road. The Study summary
report indicates that in 2019, 7 out of 12 intersection movements operate at Level of Service (LOS) F in
the AM Peak Hour and 8 of the 12 intersection movements fail in the PM Peak Hour, with delays ranging
between 1.5 to 2.5 minutes per movement. By 2025, the No-Build analysis indicates failure at 9 and 8
intersection movements in the AM and PM Peak Hours, respectively. Delay times in the No-Build
condition continue to increase to as much as 4.5 minutes in 2025 and more than 15 minutes by 2040.
The study recommended adding an overpass to the existing intersection at Immokalee Road and
Livingston Road, where Livingston Road will be bridged over Immokalee Road. Livingston Road will be
converted to a 4-lane bridge over Immokalee Road with an at-grade north-bound through lane to
provide local access to properties located on the northeast quadrant of the intersection. An additional
southbound left-turn lane will be added to Livingston Road to provide a triple left movement from
southbound Livingston Road to eastbound Immokalee Road. Along Livingston Road, the northbound
right-turn lane will be redesigned to provide a free-flow right-turn movement with channelized yield
control. Along southbound Livingston Road, the right-turn lane will be redesigned to provide a
channelized free-flow right-turn movement. Attached are the concept details (Attachment 4), and
typical sections (Attachment 5), north and south of Immokalee Road. Access management to Carlton
Lakes Boulevard will be further evaluated during design. In addition, the Collier County Immokalee Road
Corridor Congestion Study, the Florida Department of Transportation (FDOT) is conducting the
Southwest Connect I-75 South Corridor Planning and Feasibility along I-75 from south of Collier
Boulevard to north of Bayshore Road to evaluate strategies for improving mobility, access, regional
transportation options, and safety. Collier County has been coordinating its congestion study along
Immokalee Road with the FDOT I-75 study, understanding that proposed improvements to I-75 have a
direct impact on Livingston Road due to their proximity.
Within Collier County, west of I-75, there are only a few north-south roads that have regional
connectivity to Lee County including Livingston Road, US 41, and Vanderbilt Drive, which is a mostly 2-
lane constrained coastal roadway. Due to its proximity to I-75 and US 41 and its regional connectivity to
Lee County, Livingston Road acts as a parallel reliever to State Highway System facilities I-75 and US 41.
Relieving traffic congestion along Livingston Road provides an alternative to I-75 and US 41, which are
the only other north-south regional facilities in the area. An improved roadway network is not only
needed for commuting purposes, but also critical to improve access for emergency responders including
fire departments, medical services, and law enforcement. The additional capacity provided by the
improvements to the intersection will provide for a more efficient connection between many
community resources including existing neighborhoods, a library, churches, a nearby hospital, and
commercial businesses. Further, the proposed intersection improvements would relieve traffic
congestion on I-75 and US 41, and provide for the efficient movement of people, goods, and services, as
well as improve the multimodal connections inside the County’s urbanized area. This facility will
improve travel reliability by decreasing travel times, reducing vehicle miles traveled, reducing
congestion, and reducing emissions from idling vehicles. There will also be a reduced need for road
maintenance, as reduced vehicle miles traveled on the roads means less maintenance, operations, and
improvement costs to the parallel facilities. Without State assistance, the County will be required to wait
until enough local funding is collected to fully fund the project, further delaying traffic congestion relief
to I-75 and US 41.
Constructability Review
For items 2-9 provide labeled and dated photos (add additional pages if needed)
1. Discuss other projects (ex. drainage, utility, etc.) programmed (local, state or federal)
within the limits of this project? None.
2. Does the applicant have an adopted ADA transition plan? Yes ☒ No ☐
Identify areas within the project limits that will require ADA retrofit. (Include GIS
coordinates for stops and labeled photos and/or map.)
CAT completed an ADA Compliance Report in 2014. As indicated by the attached
Transit Route Map, there is one route (#27 lavender) and one bus stop (#644) within the
project limits.
3. Is there a rail crossing along the project?
Yes ☐ No ☒
What is the Rail MP?
Enter MP
4. Are there any transit stops/shelters/amenities within the project limits?
Yes ☒ No ☐
How many? One
Stop ID number: #644
5. Is the project within 10-miles of an airport? Yes ☒ No ☐
6. Coordinate with local transit and discuss improvements needed or requested for bus
stops?
(add additional pages if needed):
Additional coordination will be completed during design.
7. Are turn lanes being added? Yes ☒ No ☐
If yes, provide traffic counts, length, and location of involved turn lanes.
Additional information will be completed during design. The Immokalee Road Corridor
Congestion Study can be found on the Transportation Planning website at:
https://www.colliercountyfl.gov/government/growth-management/divisions/capital-project-
planning-impact-fees-and-program-management/transportation-planning-section/planning-
studies
8. Drainage structures:
• Number of culverts or pipes currently in place: Will be verified during design.
• Discuss lengths and locations of each culvert along the roadway: Will be verified
during design.
• Discuss the disposition of each culvert and inlet. Which culverts are “to remain”
and which are to be replaced, upgraded, or extended? Will be determined during
design.
• Discuss drainage ditches to be filled in?
(Discuss limits and quantify fill in cubic yards) Will be determined during design.
• Describe the proposed conveyances system (add additional pages if needed.)
Will be determined during design.
• Are there any existing permitted stormwater management facilities/ponds within
the project limits? Yes ☒ No ☐
• If yes, provide the location and permit number (add additional pages if needed)
Immokalee Road Widening Environmental Resource Permit Number 11-00861-S
and Livingston Road Environmental Resource Permit Number 11-01359S for Phase 1
and Phase 2. Permit information attached.
• Discuss proposed stormwater management permits needed for the
improvements. To be determined during design.
• List specific utilities within project limits and describe any potential conflicts (add
additional pages if needed): To be determined during design.
• Discuss Bridges within project limits? There is one bridge culvert on Livingston
Road that crosses the Cocoahatchee Canal.
• Can bridges accommodate proposed improvements? Yes ☒ No ☐
If no, what bridge improvements are proposed? (Offset and dimensions of the
improvements, add additional pages if needed):
To be determined during design.
9. Has Right-of-way (ROW), easements, or ROW activity already been performed/acquired
for the proposed improvements? If yes, please provide documentation
Yes ☐ No ☒
If ROW or Easements are needed detail expected area of need (acreage needed,
ownership status):
ROW needs including costs will be determined during design.
10. Discuss required permits (ERP, Drainage, Driveway, Right of Way, etc.): To be
determined during design, but modifications of existing ERPs are likely required.
If none are needed, state the qualified exemption:
Click here to enter text.
11. Are there any wetlands within the project limits? Yes ☒ No ☐
If yes, list the type of wetlands, estimated acreage and if mitigation will be required.
Please note whether the project is within the geographic service area of any approved
mitigation banks. Provide any additional information:
The Cocohatchee Canal is considered a surface water and any impacts to the canal
would require mitigation. Further details will be determined during design.
12. Are there any federal or state listed/protected species within the project limits?
Yes ☒ No ☐
If yes, list the species and what, if any mitigation or coordination will be necessary: To be
determined during design.
If yes, discuss critical habitat within the project limits: Review of FDOT’s Environmental
Screening Tool indicates the project area is located within a core foraging area for the
woodstork.
13. Discuss whether any prior reviews or surveys have been completed for historical and
archaeological resources (include year, project, results)
Review of FDOT’s EST indicates that the project area is within previous cultural
resource field survey project boundaries including a cultural resource survey for the
proposed Livingston Road between US 41 and Immokalee Road (1992). The EST does
not indicate that any SHPO resources are present in the project area. Further cultural
resource surveys will be done during design.
14. Are any Recreational, historical properties or resources covered under section 4(f)
property within the project limits? Yes ☐ No ☒
(Provide details) Review of FDOT’s EST indicates that a portion of the SUN Trail
network (Bonita Springs to Collier – FPL) is planned on the west side of Immokalee
Road and is partially funded for construction. The proposed project is not expected to
impact the planned trail and will accommodate access needs. Further the EST notes a
Florida Greenway and Trail System Opportunity Trail along Immokalee Road from
Livingston Road to SR 82.
15. Discuss whether any prior reviews or surveys have been completed for sites/facilities
which may have potential contamination involvement with the proposed improvements.
This should include a discussion of locations which may directly impact the project
location, or be which may be exacerbated by the construction of the proposed
improvements. Review of FDOT’s EST indicates that no sites/facilities which may have
potential contamination involvement are located within or near the project area. Surveys
will be completed during design.
16. Are lighting improvements requested as part of this project? Yes ☒ No ☐
Please provide a lighting justification report for the proposed lighting.
There will be lighting at the intersection and overpass. Lighting details will be developed
during design.
17. Is a mid-block crossing proposed as part of the project? Yes ☐ No ☒
If yes, please provide the justification for mid-block crossing.
Click here to enter text.
Required Attachments
A. Detailed Project Scope with Project Location Map with sufficient level of detail (Please
include typical section of proposed improvements)
B. Project Photos – dated and labeled (this is important!)
C. Detailed Cost Estimates including Pay Items
D. LRTP and Local CIP page
E. Survey/As-builts/ROW documentation/Utility/Drainage information
F. Detailed breakdown of ROW costs included in estimate (if ROW is needed/included in
request or estimate)
Applicant Contact Information
Agency Name:
Mailing Address: Collier County Board of County Commissioners
2685 S. Horseshoe Dr. Suite #103, Naples, FL 34104
Contact Name and Title: Lorraine Lantz, Principal Planner
Email: Lorraine.Lantz@colliercountyFL.gov Phone: 239-252-5779
Signature: ____________________________ Date: _____________________
Your signature indicates that the information included with this application is accurate.
Maintaining Agency:
Contact Name and Title: Collier County Board of County Commissioners
Trinity Scott, Department Head
Email: Trinty.Scott@CollierCountyFL.gov Phone: 239-252-8192
Signature: ____________________________ Date: _____________________
Your signature serves as a commitment from your agency to maintain the facility requested.
MPO/TPO:
Contact Name and Title: Collier MPO
Anne McLaughlin, MPO Executive Director
Email: Anne.McLaughlin@CollierCountyFL.gov Phone: 239-252-
5884
Signature: ____________________________ Date: _____________________
Your signature confirms the request project is consistent with all MPO/TPO plans and
documents, is eligible, and indicates MPO/TPO support for the project.
Page 1 of 22
Grant Supplemental Information
Immokalee Rd. and Livingston Rd. Overpass
Project Location Maps:
Regional Project Map
Google Map showing Collier County.
Red dot indicating Immokalee Rd. and Livingston Rd. intersection.
Page 2 of 22
Google Map showing the northern portion of Collier County.
Red line indicates Immokalee Rd. Red star indicates Immokalee Rd. and Livingston Rd. intersection
(project location).
Google Map of Immokalee Rd. corridor.
Red dot identifies Immokalee Rd. and Livingston Rd. Intersection.
Page 3 of 22
Google Map – close up of Immokalee Rd. and Livingston Rd. intersection.
Page 4 of 22
Map of Immokalee Rd. and Livingston Rd. intersection with proposed conceptual plan of overpass.
Project Description
Collier County will design, permit, engineer and ultimately construct an overpass at the intersection of
Immokalee Rd. and Livingston Rd.
Current Project Status:
Collier County completed the corridor study in 2021. The Immokalee Road Corridor Congestion Study
can be found on the Transportation Planning website at:
https://www.colliercountyfl.gov/government/growth-management/divisions/capital-project-planning-
impact-fees-and-program-management/transportation-planning-section/planning-studies
Additional phases of this project will include:
• Design,
• Engineering, and
• Construction of the project
Page 5 of 22
Synchro Report dated 2/26/21 from the Immokalee Study referenced above.
Page 6 of 22
Google Map of Collier County with Distance from Project to Naples Airport.
Page 7 of 22
Collier Area Transit (CAT) System Map
Red star indicates project location.
Page 8 of 22
Collier Area Transit (CAT) Route #27 Map with stop locations.
Red star indicates project location.
Drone Photo of Immokalee Rd. and Livingston Rd. intersection on February 26, 2021
Page 9 of 22
Photo of Immokalee Rd. and Livingston Rd. intersection on February 26, 2021
Drone Photo of Immokalee Rd. and Livingston Rd. intersection on February 26, 2021
Page 10 of 22
Drone Photo of Immokalee Rd. and Livingston Rd. intersection on February 26, 2021
Page 11 of 22
Collier MPO 2045 Cost Feasible Plan and map – Project is identified as ID#66 highlighted in red below.
Page 12 of 22
Page 13 of 22
Page 14 of 22
Collier County Capital Improvement Program
The design of the overpass is currently in the County’s FY2022-FY2026 5 Year Work Program which is
tied to the County’s Capital Improvement Element (CIE). If the project is awarded the TRIP or CIGP
grant, the CIE can be amended or updated, as appropriate.
Section of Collier County CIE
Page 15 of 22
Both Immokalee Rd. and Livingston Rd. are classified as an Urban Minor Arterials (UMA) in the Federal-
Aid Road Report dated May 23, 2019. While not on the State Highway System, both roads are Federal
Aid Eligible, as referenced in the FDOT map below dated April 4, 2022.
Page 16 of 22
SIS facilities in Collier County map
Page 17 of 22
Regional Transportation Network
The overpass at Immokalee Rd. and Livingston Rd. improve choices for travel within the region.
Traffic along Immokalee Rd. is expected to continue to grow as it heads to and from I-75. This
infrastructure improvement will add capacity, mobility options and improve operations along
Immokalee Rd. which directly effects the operations of I-75. Improving efficiency and effectiveness
of existing connections will enhance mobility for the region. In addition, Livingston Rd. is a parallel
facility to I-75 and is used for intra-county travel. Since this project connects to a transit route with
continuing connections to Lee County, it will increase the use of the LinC system and create more
regional opportunities along US41.
The Collier MPO participates in Joint meetings with its regional partner – Lee County MPO. The Lee
County and Collier MPO jointly adopted a Regional Transportation Network, which is shown below.
Please also reference the Collier-Lee Regional Roadway Network Map, Adopted by each MPO in May
2017, below.
The Immokalee Road and Livingston Road are on both maps as regional facilities.
Page 18 of 22
Google Map of Collier County with Distance from Project to Naples Airport.
Page 19 of 22
Other Priorities:
• The project will provide a better connectivity to I-75 and US41. This will also provide
economic development and goods movement between Lee and Collier counties and the
Southwest Florida region.
• Immokalee Rd. is a 40-mile corridor that provides direct access to the area of Immokalee,
which is a rural area of critical economic concern and designated as a Rural Area of
Opportunity (see map below).
• The corridor falls under the Collier County Access Management Policy #13-257. The County
Policy closely follows FDOT’s access management criteria.
• There are no STRAHNET routes or military installations within Collier County. This project
does not negatively impact or provide benefit directly to the STRAHNET or STRACNET.
Page 20 of 22
Page 21 of 22
Source – Walkscore.com – Immokalee Rd. and Livingston Rd.
Page 22 of 22
Intersection of Immokalee and Livingston
None
CDMS - Crash Data Management System
Report Memo:
RESERVE FOR MAP SCREENSHOT
Selections used to generate this report:
Years: 2022,2021,2020,2019,2018,2017,2016,2015,2014,2013,2012
Intersections: IMMOKALEE RD @ LIVINGSTON RD, 03_6510
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Intersection Summary
Top 40 Report
Click for Drill Down
Aging
Driver
65+
Teen
Driver
15-19
Comm.
Veh
Total
Injuries
Total
Fatalities
Total
Crashes
Fatal
Crashes
Head
On
Right
Turn
Left
Turn
Distract
Driving
Speed
Agr.
Driving
Work
ZoneAngleBikePedPossible
Injury
Non
Incap
Motor
Cycle
Lane
Depart
No
Restraint
ImpairedAt
Int.Incap
Injury Severity Ped and
Bike
Crash Type Strategic Highway
Safety Plan
611 0 37 1 4 26 6 5 1 33 6 297 98 65 0 3 25 65 94 7 8 85 192 1 IMMOKALEE RD (CR 846) @ LIVINGSTON RD N
Thursday, March 24, 2022 Page 2 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
0
10
20
30
40
50
60
70
80
2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022
Number of Crashes By Year
Breakdown of Crashes by Year
2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022
PDO 40 52 50 65 55 44 52 51 56 44 9
Possible Injury 3 1 9 9 6 8 6 4 8 11 0
Injury Crashes 4 7 2 2 2 3 1 3 3 1 0
Total Crashes 47 60 61 76 63 55 59 58 67 56 9
Thursday, March 24, 2022 Page 3 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
0
20
40
60
80
100
120
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
Number of Crashes by Day of Week
Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total
PDO 43 85 92 94 73 84 47 518
Possible Injury 3 8 14 14 6 10 10 65
Injury Crashes 3 3 4 3 9 1 5 28
Total Crashes 49 96 110 111 88 95 62 611
Thursday, March 24, 2022 Page 4 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
0
10
20
30
40
50
60
70
January February March April May June July August September October November December
Number of Crashes by Month
January February March April May June July August September October November December Total
PDO 55 39 49 48 37 36 43 36 43 42 40 50 518
Possible Injury 5 5 6 3 5 6 7 5 5 8 4 6 65
Injury Crashes 1 3 3 3 0 1 3 1 5 3 2 3 28
Total Crashes 61 47 58 54 42 43 53 42 53 53 46 59 611
Thursday, March 24, 2022 Page 5 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
0
10
20
30
40
50
60
70
80
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
Crashes by Time of Day
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
PDO 0 2 2 5 3 9 21 42 23 24 25 35 32 36 66 51 57 31 14 15 9 9 7
Possible Injury 0 0 0 0 0 1 2 7 4 4 2 7 2 6 8 7 8 2 1 1 3 0 0
Injury Crashes 1 0 0 0 0 0 0 6 0 1 5 2 1 2 2 0 3 2 1 0 1 1 0
Total 1 2 2 5 3 10 23 55 27 29 32 44 35 44 76 58 68 35 16 16 13 10 7
Thursday, March 24, 2022 Page 6 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Crashes
Driver ActionsDriver Age Summary (Vehicle 1, Driver 1)
Agr. DrivingDistractionRun Off-RoadRun ControlSpeedingIntoxicationBikePedsInjuriesFatalitiesMotorcycleDrill Down Rpt.
< 15Age 1 0 0 0 0 0 0 0 0 0 0 1
15 to 19Age 53 0 1 0 0 0 0 0 1 2 7 22
20 to 24Age 77 0 11 0 1 1 0 0 0 3 12 33
25 to 29Age 48 0 4 0 0 2 0 1 1 4 10 20
30 to 34Age 43 0 1 0 0 1 2 0 2 0 8 29
35 to 39Age 42 0 2 0 0 1 2 1 0 1 5 26
40 to 44Age 34 0 4 0 0 1 1 0 2 0 7 19
45 to 49Age 42 0 3 1 2 0 0 0 1 1 6 20
50 to 54Age 38 0 2 0 1 0 2 0 0 1 5 20
55 to 59Age 41 0 0 0 0 2 0 0 0 0 10 17
60 to 64Age 26 0 1 0 0 0 0 0 0 0 2 16
65 to 69Age 30 0 0 0 0 0 0 0 0 0 5 16
70 to 74Age 25 0 0 0 0 0 0 0 0 0 3 13
75 to 79Age 19 0 2 0 0 0 0 0 1 0 3 14
80 to 84Age 17 0 2 0 0 0 0 0 0 1 2 5
85 to 89Age 9 0 2 0 0 0 0 0 1 0 1 7
>= 90Age 4 0 0 0 0 0 0 0 0 0 0 1
No DataAge 62 0 2 0 0 0 0 0 1 3 8 18
0
10
20
30
40
50
60
70
80
< 15 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70 to 74 75 to 79 80 to 84 85 to 89 >= 90 No Data
1
53
77
48
43 42
34
42 38 41
26 30
25
19 17
9
4
62
AgeTotal CrashesDriver Age
Thursday, March 24, 2022 Page 7 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Impact Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
56Angle 0 16 1 28 1 1 1 7 0
5Front to Front 0 2 5 1 0 0 0 2 0
411Front to Rear 0 31 0 200 5 1 0 19 4
3Rear to Side 0 0 0 1 0 0 0 0 0
76Sideswipe, same direction 0 7 76 52 1 0 0 1 1
60Unknown 0 9 16 15 5 2 0 8 3
Crash Type Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Relation to Intersection
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
62Intersection 0 62 11 35 0 0 0 9 0
104Intersection-Related 0 3 14 51 3 2 0 3 1
372Non-Junction 0 0 56 177 6 1 1 24 5
7Other, Explain in Narrative 0 0 2 4 0 0 0 0 0
66Unknown 0 0 15 30 3 1 0 1 2
Thursday, March 24, 2022 Page 8 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Vehicle 1 Direction Summary
Angle Front to
Front
Front to
Rear
No Data Other,
Explain in
Narrative
Rear to
Side
Sideswipe
, Opposite
Direction
Sideswipe
, same
direction
Unknown
N 9 0 114 5 9 1 0 11 4
S 20 2 66 2 8 1 1 8 0
E 8 1 122 1 5 0 0 22 6
W 17 2 86 2 6 1 0 34 6
Others 2 0 23 4 0 0 0 1 1
Total 56 5 411 14 28 3 1 76 17
N
S
E
W
Others
153
108
165
154
31
Total Crashes By Vehicle 1 Direction
Crash Type By Vehicle 1 Direction
Thursday, March 24, 2022 Page 9 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
At Fault Vehicle Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1Bus 0 0 0 0 0 0 0 1 0
11Cargo Van (10,000lbs (4,536kg) or less) 0 2 3 8 1 0 0 0 1
9Medium/Heavy Trucks (more than 10,000lbs 0 1 2 5 0 0 0 0 0
6Motorcycle 0 0 3 4 6 0 0 3 6
8Other Light Trucks (10,000lbs (4,536kg) 0 2 2 3 0 0 0 0 0
3Other, Explain in Narrative 0 0 0 0 0 0 0 0 0
324Passenger Car 0 37 54 167 3 2 1 27 1
15Passenger Van 0 1 1 10 0 0 0 1 0
68Pickup 0 9 5 27 0 0 0 1 0
10Unknown 0 1 0 2 0 0 0 0 0
156No Data 0 12 28 71 2 2 0 4 0
Thursday, March 24, 2022 Page 10 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Movement
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
330Straight Ahead 0 24 15 159 7 4 1 25 3
42Turning Left 0 16 14 20 0 0 0 5 0
65Turning Right 0 16 7 39 2 0 0 0 2
3Making U-Turn 0 1 2 1 0 0 0 1 0
8Backing 0 0 1 0 0 0 0 0 0
52Changing Lanes 0 1 35 33 1 0 0 2 1
2Overtaking/Passing 0 0 2 1 0 0 0 0 0
45Slowing 0 0 3 25 2 0 0 4 2
9Other, Explain in Narrative 0 2 3 2 0 0 0 0 0
55Unknown 0 5 16 17 0 0 0 0 0
Thursday, March 24, 2022 Page 11 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Roadway Condition Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Roadway Location
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
574On Roadway 0 59 88 289 11 3 1 33 8
4Median 0 2 1 1 0 0 0 1 0
5Shoulder 0 0 2 2 0 0 0 1 0
6Off Roadway 0 1 2 1 0 0 0 2 0
22Unknown 0 3 5 4 1 1 0 0 0
At IntersectionCrashesLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)Road Condition
Wet 6 17 36 0 0 0 0 3 0 122
Dry 58 81 260 12 8 4 1 34 0 487
Other, Explain in Narrative 0 0 0 0 0 0 0 0 0 1
Unknown 1 0 1 0 0 0 0 0 0 1
Thursday, March 24, 2022 Page 12 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Contributing Cause Summary
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
523None 0 59 85 274 12 4 1 33 8
1Debris 0 0 0 1 0 0 0 0 0
2Obstruction in Roadway 0 1 1 1 0 0 0 0 0
1Work Zone 0 0 0 1 0 0 0 0 0
10Other, Explain in Narrative 0 1 1 4 0 0 0 1 0
74Unknown 0 4 11 16 0 0 0 3 0
Traffic Control
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
Traffic Control Signal 346 0 55 43 163 9 4 1 21 5
Stop Sign 12 0 1 0 8 0 0 0 0 0
Other Sign 2 0 0 1 0 0 0 0 0 0
No Controls 243 0 8 52 122 3 0 0 15 3
Person 2 0 1 1 1 0 0 0 0 0
Other, Explain in Narrative 3 0 0 1 2 0 0 0 1 0
Unknown 2 0 0 0 0 0 0 0 0 0
Unknown 1 0 0 0 1 0 0 0 0 0
Thursday, March 24, 2022 Page 13 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Alignment
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
365Straight 0 50 58 173 9 4 1 33 5
1Curve Left 0 1 1 0 0 0 0 0 0
3Curve Right 0 0 1 2 0 0 0 0 0
242Unknown 0 14 38 122 3 0 0 4 3
Thursday, March 24, 2022 Page 14 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
Environment Summary Report
Crashes
Lighting
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)
517 0 51 85 255 10 3 1 33 7 Daylight
75 0 13 11 35 1 0 0 4 1 Dark-Lighted
6 0 0 0 3 1 1 0 0 0 Dusk
7 0 0 0 2 0 0 0 0 0 Dawn
1 0 0 0 1 0 0 0 0 0 Dark-Not Lighted
5 0 1 2 1 0 0 0 0 0 Unknown
0
100
200
300
400
500
600
700
Dark (No Street Light)Not Dark Others
Crashes
Strategic Highway Safety Plan (SHSP)Weather
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Clear 421 0 26 1 2 8 228 72 49 6
Cloudy 102 0 10 0 2 4 42 16 10 2
Fog, Smog, Smoke 2 0 0 0 0 0 0 0 0 0
Rain 84 0 1 0 0 0 26 10 5 0
Other, Explain in Narrative 2 0 0 0 0 0 1 0 1 0
0
100
200
300
400
500
600
Rain Fog Not Rain or Fog
Thursday, March 24, 2022 Page 15 of 16
Intersection of Immokalee and Livingston CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
611 0 to02/01/2012 03/06/2022 37 1 4 8 12 297 98 65 10 2 7 1 26
InjuriesFatalitiesCrashesArea
Located Crashes
0 0 6458 1
0 0 EAST NAPLES 1
0 0 IMMOKALEE 1
0 4 NAPLES 23
0 26 NORTH NAPLES 506
0 7 UNINCORPORATED 79
0 37 Totals: 611
Private Property, Parking Lot, and Unlocated Crashes
InjuriesFatalitiesCrashesArea
Totals:
Thursday, March 24, 2022 Page 16 of 16
Immokalee Road and US41, Livingston and I-75
None
CDMS - Crash Data Management System
Report Memo:
RESERVE FOR MAP SCREENSHOT
Selections used to generate this report:
Years: 2022,2021,2020,2019,2018,2017,2016,2015,2014,2013,2012
Saved Area 1: -81.74402697608458,26.26904972946252,-81.7408941559551,26.27847775248055
Saved Area 2: -81.76793082282593,26.27424485728981,-81.76784499213744,26.27432182039858
Saved Area 3: -81.80198414847992,26.267337210448066,-81.80104001090665,26.27713093894
Saved Area 4: -81.75490601584934,26.268761104432375,-81.75342543647307,26.278092950206876
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Intersection Summary
Top 40 Report
Click for Drill Down
Aging
Driver
65+
Teen
Driver
15-19
Comm.
Veh
Total
Injuries
Total
Fatalities
Total
Crashes
Fatal
Crashes
Head
On
Right
Turn
Left
Turn
Distract
Driving
Speed
Agr.
Driving
Work
ZoneAngleBikePedPossible
Injury
Non
Incap
Motor
Cycle
Lane
Depart
No
Restraint
ImpairedAt
Int.Incap
Injury Severity Ped and
Bike
Crash Type Strategic Highway
Safety Plan
606 1 54 3 2 65 9 10 7 40 5 277 117 89 1 6 32 71 86 16 7 42 270 0 US 41 @ IMMOKALEE RD (CR 846)/111TH AVE
493 0 27 1 4 20 6 4 1 26 4 247 75 63 0 2 20 51 74 4 5 63 154 1 IMMOKALEE RD (CR 846) @ LIVINGSTON RD N
132 1 11 0 1 16 7 4 1 2 1 83 28 26 1 0 7 25 20 5 1 15 58 2 US 41 @ 107TH AVE N/CREEKSIDE BLVD
88 0 5 0 0 7 5 7 0 10 2 46 20 15 0 0 3 19 12 3 0 6 20 0 UNKNOWN
61 0 3 0 1 4 2 1 0 6 2 36 11 3 0 0 3 7 9 1 3 11 34 0 US 41 @ MAINHOUSE DRIVE
19 0 1 0 2 5 0 0 0 1 0 11 4 1 0 1 0 4 3 2 2 1 5 0 US 41 @ 108TH AVE N
15 0 7 1 0 0 0 1 0 2 0 3 2 0 0 1 6 4 3 1 0 5 5 0 IMMOKALEE RD (CR 846) @ GOODLETTE RD (CR
11 0 2 0 1 1 1 0 0 0 0 6 2 2 0 0 2 1 1 0 0 1 2 0 US 41 @ 106TH AVE N
8 0 0 0 0 1 0 0 0 1 0 5 2 0 0 0 0 3 0 0 0 1 3 0 UNKNOWN
7 0 1 0 1 1 0 2 0 2 1 5 1 1 0 0 1 2 2 0 0 2 4 0 US 41 @ 109TH AVE N
7 0 0 0 0 0 0 1 0 0 0 3 0 1 0 0 0 2 0 0 0 1 0 0 US 41 @ 110TH AVE N
6 0 1 0 1 0 0 0 0 2 0 2 1 1 0 1 0 0 0 0 0 0 4 0 LIVINGSTON RD (CR 881) @ CARLTON LAKES B
5 0 1 0 1 0 0 0 0 0 0 2 0 1 0 1 0 2 0 0 0 0 2 0 LIVINGSTON RD (CR 881) @ CROIX WAY
5 1 1 0 0 2 0 0 0 1 0 2 2 1 1 0 0 1 0 0 0 1 3 0 LIVINGSTON RD (CR 881) @ CARLTON LAKES B
4 0 2 0 0 2 0 0 1 1 1 4 1 2 0 0 1 1 1 1 0 0 1 0 IMMOKALEE DR @ N 9TH ST
3 0 0 0 0 0 0 1 0 1 0 1 2 0 0 0 0 0 0 0 0 0 2 0 US 41 @ 105TH AVE N
2 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 IMMOKALEE RD (CR 846) @ I75 WEST SIDE
2 0 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 J AND C BLVD @ LEE ANN LN
2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 CR 31 AIRPORT RD @ FOUNTAIN VIEW CIR
2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 IMMOKALEE RD (CR 846) @ COLLIER BLVD (CR
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 US 41 @ CYPRESS LN
1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 US 41 @ MARTIN ST
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 US 41 @ PALM DR
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 GOODLETTE RD (CR 851) @ GOLDEN GATE PKWY
1 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 GOLDEN GATE PKWY (CR 886) @ AIRPORT RD (
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 50TH TER SW @ CORONADO PKWY
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GOLDEN GATE PKWY (CR 886) @ 44TH ST SW
1 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 1 COLLIER BLVD (CR 951) @ 17TH AVE SW
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 GREEN BLVD @ WHISTLERS GREEN CIR
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 GREEN BLVD @ HERITAGE CIR
1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 COLLIER BLVD (CR 951) @ 11TH AVE SW
1 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 PINE RIDGE RD (CR 896) @ LIVINGSTON RD S
1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 PINE RIDGE RD (CR 896) @ NAPA BLVD
1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 PINE RIDGE RD (CR 896) @ VINEYARDS BLVD
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COLLIER BLVD (CR 951) @ GOLDEN GATE BLVD
1 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 GOLDEN GATE BLVD (CR 876) @ WILSON BLVD
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 US 41 @ VANDERBILT BEACH RD (CR 862)
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 IMMOKALEE RD (CR 846) @ COLLIERS RESERVE
1 0 0 0 0 0 0 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 IMMOKALEE RD (CR 846) @ CREEKSIDE ST
1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 IMMOKALEE RD (CR 846) @ AIRPORT RD (CR 3
Thursday, March 24, 2022 Page 2 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
0
40
80
120
160
200
2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022
Number of Crashes By Year
Breakdown of Crashes by Year
2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022
PDO 57 119 123 163 147 143 117 111 104 114 26
Possible Injury 10 8 17 23 22 21 16 22 22 34 7
Injury Crashes 9 9 9 6 10 15 5 8 9 6 1
Fatal Crashes 0 0 0 0 1 1 0 0 1 0 0
Total Crashes 76 136 149 192 180 180 138 141 136 154 34
Thursday, March 24, 2022 Page 3 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
0
40
80
120
160
200
240
280
320
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
Number of Crashes by Day of Week
Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total
PDO 95 201 229 205 188 197 109 1,224
Possible Injury 13 32 39 29 33 31 25 202
Injury Crashes 6 14 15 12 14 14 12 87
Fatal Crashes 0 0 1 0 0 1 1 3
Total Crashes 114 247 284 246 235 243 147 1,516
Thursday, March 24, 2022 Page 4 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
0
20
40
60
80
100
120
140
160
180
January February March April May June July August September October November December
Number of Crashes by Month
January February March April May June July August September October November December Total
PDO 141 118 128 97 78 91 80 71 91 107 104 118 1,224
Possible Injury 28 25 21 10 13 12 14 14 11 18 19 17 202
Injury Crashes 7 11 11 3 7 4 8 7 9 7 3 10 87
Fatal Crashes 0 0 0 0 1 0 0 1 0 0 1 0 3
Total Crashes 176 154 160 110 99 107 102 93 111 132 127 145 1,516
Thursday, March 24, 2022 Page 5 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
0
20
40
60
80
100
120
140
160
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
Crashes by Time of Day
12:00
AM
1:00
AM
2:00
AM
3:00
AM
4:00
AM
5:00
AM
6:00
AM
7:00
AM
8:00
AM
9:00
AM
10:00
AM
11:00
AM
12:00
PM
1:00
PM
2:00
PM
3:00
PM
4:00
PM
5:00
PM
6:00
PM
7:00
PM
8:00
PM
9:00
PM
10:00
PM
11:00
PM
PDO 5 6 6 3 5 5 21 37 72 57 57 70 90 103 107 128 119 125 62 38 37 25 29 17
Possible Injury 0 0 1 0 1 1 3 7 14 10 7 11 18 14 14 21 19 25 7 4 10 9 5 1
Injury Crashes 1 2 1 0 0 1 2 2 9 3 6 7 5 3 7 8 3 10 1 5 3 3 3 2
Fatal Crashes 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
Total 6 8 8 3 6 7 26 47 96 70 70 88 113 120 128 157 141 160 70 48 50 37 37 20
Thursday, March 24, 2022 Page 6 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Crashes
Driver ActionsDriver Age Summary (Vehicle 1, Driver 1)
Agr. DrivingDistractionRun Off-RoadRun ControlSpeedingIntoxicationBikePedsInjuriesFatalitiesMotorcycleDrill Down Rpt.
< 15Age 1 0 0 0 0 0 0 0 0 0 0 1
15 to 19Age 108 0 8 2 1 1 1 0 3 3 13 47
20 to 24Age 159 0 18 0 1 2 4 0 5 6 22 69
25 to 29Age 117 1 8 0 0 2 0 1 6 4 19 48
30 to 34Age 114 0 10 0 0 1 8 0 9 2 22 63
35 to 39Age 91 0 2 0 1 1 4 0 1 0 14 54
40 to 44Age 95 1 8 0 2 4 2 0 5 0 14 48
45 to 49Age 82 0 7 2 4 0 4 0 1 1 10 37
50 to 54Age 82 0 5 0 1 1 5 0 2 0 7 41
55 to 59Age 105 0 8 0 0 3 3 0 3 1 18 45
60 to 64Age 87 0 3 0 1 1 2 0 4 0 12 57
65 to 69Age 72 0 5 0 0 0 0 0 2 0 13 34
70 to 74Age 78 1 7 0 1 0 0 0 3 0 14 43
75 to 79Age 62 0 4 0 0 0 0 0 6 1 16 43
80 to 84Age 57 0 8 1 1 0 0 0 0 1 7 33
85 to 89Age 42 0 4 0 0 0 0 0 1 0 4 24
>= 90Age 22 0 3 0 0 1 0 0 0 0 2 12
No DataAge 142 0 8 0 1 1 2 0 2 1 10 50
0
20
40
60
80
100
120
140
160
< 15 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70 to 74 75 to 79 80 to 84 85 to 89 >= 90 No Data
1
108
159
117 114
91 95
82 82
105
87
72 78
62 57
42
22
142
AgeTotal CrashesDriver Age
Thursday, March 24, 2022 Page 7 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Impact Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
201Angle 3 70 0 115 10 7 2 49 2
21Front to Front 0 8 20 8 1 0 0 5 1
922Front to Rear 0 84 0 445 12 2 0 39 10
6Rear to Side 0 0 0 1 0 0 0 0 0
232Sideswipe, same direction 0 25 231 133 1 0 0 3 1
134Unknown 0 24 27 47 12 5 3 20 4
Crash Type Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Relation to Intersection
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
205Intersection 2 205 34 124 7 4 0 41 3
219Intersection-Related 1 6 32 94 4 2 1 14 1
924Non-Junction 0 0 177 446 16 4 3 48 10
9Driveway/Ally Access Related 0 0 1 7 3 2 0 4 1
21Entrance/Exit Ramp 0 0 4 8 0 0 0 0 0
19Other, Explain in Narrative 0 0 4 11 2 0 1 2 1
119Unknown 0 0 26 59 4 2 0 7 2
Thursday, March 24, 2022 Page 8 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Vehicle 1 Direction Summary
Angle Front to
Front
Front to
Rear
No Data Other,
Explain in
Narrative
Rear to
Side
Sideswipe
, Opposite
Direction
Sideswipe
, same
direction
Unknown
N 49 6 251 10 13 3 1 65 7
S 53 3 275 3 22 2 3 64 1
E 34 8 145 1 18 0 0 47 11
W 63 4 210 1 25 1 3 41 10
Others 2 0 41 0 1 0 0 15 4
Total 201 21 922 15 79 6 7 232 33
N
S
E
W
Others
405
426
264
358
63
Total Crashes By Vehicle 1 Direction
Crash Type By Vehicle 1 Direction
Thursday, March 24, 2022 Page 9 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
At Fault Vehicle Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Type
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1All Terrain Vehicle (ATV) 0 0 1 1 0 0 0 0 0
3Bus 0 0 1 1 0 0 0 0 0
31Cargo Van (10,000lbs (4,536kg) or less) 0 6 7 20 2 1 0 2 1
21Medium/Heavy Trucks (more than 10,000lbs 0 4 7 8 0 0 0 0 0
10Motorcycle 0 1 1 2 10 0 0 4 10
27Other Light Trucks (10,000lbs (4,536kg) 0 3 4 9 1 1 0 1 0
7Other, Explain in Narrative 0 2 0 1 0 0 0 0 0
845Passenger Car 1 125 162 446 13 5 4 65 5
50Passenger Van 0 5 7 25 0 0 0 6 0
136Pickup 0 18 14 48 3 3 0 4 0
45Unknown 0 8 15 7 0 0 0 2 0
340No Data 2 39 59 181 7 4 1 32 2
Thursday, March 24, 2022 Page 10 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Vehicle Movement
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
836Straight Ahead 3 99 53 399 18 9 4 77 6
131Turning Left 0 41 43 71 4 1 0 13 3
165Turning Right 0 40 22 104 7 3 1 12 3
14Making U-Turn 0 4 3 8 0 0 0 1 0
26Backing 0 1 1 0 0 0 0 0 0
118Changing Lanes 0 3 85 63 2 0 0 4 2
5Overtaking/Passing 0 0 3 3 0 0 0 0 0
75Slowing 0 7 3 39 4 1 0 5 3
23Other, Explain in Narrative 0 2 7 5 1 0 0 1 1
123Unknown 0 14 58 57 0 0 0 3 0
Thursday, March 24, 2022 Page 11 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Roadway Condition Summary
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Roadway Location
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1,465On Roadway 3 205 262 738 33 12 4 108 18
10Median 0 3 3 2 0 0 0 3 0
8Shoulder 0 0 5 1 0 0 0 2 0
11Off Roadway 0 1 5 2 0 0 0 2 0
22Unknown 0 2 3 6 3 2 1 1 0
At IntersectionCrashesLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)Road Condition
Wet 21 37 88 2 2 0 0 18 0 234
Dry 189 241 660 34 16 14 5 98 3 1,277
Other, Explain in Narrative 0 0 0 0 0 0 0 0 0 1
Unknown 1 0 1 0 0 0 0 0 0 4
Thursday, March 24, 2022 Page 12 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Contributing Cause Summary
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
1,371None 3 198 256 699 34 14 5 105 16
1Debris 0 0 0 0 0 0 0 0 0
2Obstruction in Roadway 0 1 1 1 0 0 0 0 0
1Work Zone 0 0 0 1 0 0 0 0 0
21Other, Explain in Narrative 0 2 4 7 0 0 0 4 0
120Unknown 0 10 17 41 2 0 0 7 2
Traffic Control
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
Traffic Control Signal 838 3 170 122 412 20 8 3 69 10
Stop Sign 45 0 11 4 34 2 2 0 5 0
Yield Sign 2 0 0 1 1 0 0 0 0 0
No Controls 608 0 27 142 293 14 4 2 38 8
Person 3 0 2 1 1 0 0 0 2 0
Other, Explain in Narrative 6 0 0 2 4 0 0 0 1 0
Unknown 10 0 0 4 2 0 0 0 1 0
Unknown 4 0 1 2 2 0 0 0 0 0
Thursday, March 24, 2022 Page 13 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Click for Drill Down Crashes
Strategic Highway Safety Plan (SHSP)Road Alignment
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycle
872Straight 2 154 144 423 27 11 3 92 14
5Curve Left 0 2 2 1 1 1 0 1 0
12Curve Right 0 1 3 7 1 0 1 0 0
627Unknown 1 54 129 318 7 2 1 23 4
Thursday, March 24, 2022 Page 14 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
Environment Summary Report
Crashes
Lighting
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Strategic Highway Safety Plan (SHSP)
1,229 2 149 230 620 29 13 4 85 13 Daylight
229 1 53 43 100 5 0 0 30 5 Dark-Lighted
25 0 3 1 14 2 1 1 0 0 Dusk
14 0 2 1 6 0 0 0 0 0 Dawn
11 0 1 3 6 0 0 0 1 0 Dark-Not Lighted
8 0 3 0 3 0 0 0 0 0 Unknown
0
200
400
600
800
1000
1200
1400
1600
Dark (No Street Light)Not Dark Others
Crashes
Strategic Highway Safety Plan (SHSP)Weather
At IntersectionLane DepartureAggressive DrivingVulnerable UsersBikePedsInjuriesFatalitiesMotorcycleClick for Drill Down
Clear 1,115 3 81 4 11 28 588 219 162 14
Cloudy 243 0 26 1 3 6 102 36 35 2
Fog, Smog, Smoke 3 0 0 0 0 0 0 0 0 0
Rain 151 0 9 0 0 2 58 23 13 2
Other, Explain in Narrative 4 0 0 0 0 0 1 0 1 0
0
200
400
600
800
1000
1200
1400
Rain Fog Not Rain or Fog
Thursday, March 24, 2022 Page 15 of 16
Immokalee Road and US41, Livingston and I-75 CDMS - Crash Data Management System
Crashes Fatalities Injuries Peds Bike Motorcycle Vul. Users Agr. Driving Lane Depart At Int.Angles Head On Intoxication Speeding Run ControlRecords Date Range:
1,516 3 to01/10/2012 03/10/2022 116 5 14 18 36 749 278 211 53 1 35 11 126
InjuriesFatalitiesCrashesArea
Located Crashes
0 0 EAST NAPLES 8
0 0 GOLDEN GATE ESTATES 1
0 2 IMMOKALEE 3
0 0 IMMOKALEE AREA 2
1 23 NAPLES 60
0 5 No Data 8
1 53 NORTH NAPLES 1024
1 33 UNINCORPORATED 410
3 116 Totals: 1516
Private Property, Parking Lot, and Unlocated Crashes
InjuriesFatalitiesCrashesArea
Totals:
Thursday, March 24, 2022 Page 16 of 16