Agenda 07/08/2025 Item #16B 3 (Resolution superseding Resolution #13-257 to revise the County’s Access Management Policy)7/8/2025
Item # 16.B.3
ID# 2025-782
Executive Summary
Recommendation to approve a Resolution superseding Resolution Number 13-257 to revise the County’s Access
Management Policy, add new roadway segments to the Access Management Classification tables, and direct the County
Manager, or her designee, to continue to monitor the transportation network, enforce the adopted criteria, and make
recommendations as needed.
OBJECTIVE: To approve a Resolution superseding Resolution No. 13-257, revising the County’s Access Management
Policy, add new roadway segments to the Access Management Classification tables, and maintain the roadway network.
CONSIDERATIONS: Collier County’s roadway network is comprised of state, county, city and privately maintained
roadways, generally classified as an arterial, collector, or local roads. These classifications inform the permitting
process and serve as the basis for various requirements, including determining the location and spacing of access points,
types of turning movements and integration into the surrounding road network. Collier County staff manage access, in
part through the classification of these facilities and through the application of various tools and techniques used to
control access to arterial and collector roadways. These tools and techniques are used to generally, maintain the
capacity of roads, manage congestion, and reduce crashes.
In 1992, the Board adopted Resolution 92-442 which established the Access Management Policy and included a table of
arterial and collector roadways in Collier County. Periodically, Collier County staff have reviewed both the
classification of the roads and the access management policy to ensure goals for a safe, efficient, and connected
transportation network remain current and updated as appropriate. This was completed in 2001 and most recently in
2013 with the approval of Resolution 13-257.
Collier County staff hired a consultant to collect, review and update the roadway network where applicable to reflect the
current conditions. New roadway segments were added to the Access Management Classification Table to document
the data and information evaluating existing and approved access management conditions. Since the last update, the
Florida Department of Transportation (FDOT) has amended the standards for driveway and median spacing. The
standards are found in F.A.C. Rule Chapter: 14-97.003. The Access Management Policy language was also updated to
reflect the current County transportation practices and the FDOT Access Management Standards. The recommended
changes to the policy and updated tables were done in consultation with the Collier County Transportation Engineering
Division, the development community and were discussed with the Development Services Advisory Committee
(DSAC).
This item is consistent with the Collier County strategic plan objective to design and maintain an effective transportation
system to reduce traffic congestion and improve the mobility of our residents and visitors.
FISCAL IMPACT: There is no expected fiscal impact associated with this update of the Functional Classification of
Roadways.
GROWTH MANAGEMENT IMPACT: This action is consistent with Objective 7 of the Transportation Element of
the Collier County Growth Management Plan by providing for safe and convenient access between adjoining properties
and encouraging safe and convenient traffic circulation within and between future developments.
LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to form and
legality and requires a majority vote for approval. -JAK
RECOMMENDATIONS: To approve the attached Resolution superseding Resolution Number 13-257, authorize the
chair to execute the Resolution and to accept the updated Access Management Classification tables, Functional
Classification of Roadways and Service Volume Policy for Collier County’s transportation network.
Page 1958 of 4096
7/8/2025
Item # 16.B.3
ID# 2025-782
PREPARED BY: Lorraine Lantz, Transportation Planning Manager, Transportation Engineering
ATTACHMENTS:
1. Resolution - superceding 13-257
2. Access Management-Exhibit A
3. Table 3 - Collier Access Mangement Classification
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Page 1960 of 4096
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EXHIBIT "A"
A POLICY ESTABLISHING THE COLLIER COUNTY ACCESS MANAGEMENT
SYSTEM FOR ARTERIAL AND COLLECTOR ROADWAYS
Section One: Purpose
This Policy supersedes, replaces and updates that established by Resolution No. 13-257 for the
access classification system and standards to implement regulation and control of vehicular
ingress to, and egress from, arterial and collector roadways. The implementation of a
classification system and standards is intended to protect public safety and general welfare,
provide for mobility of people and goods, and preserve the functional integrity and capacity of
arterial and collector roadways. To the extent that Collier County has jurisdiction to do so, all
limited-access, controlled access, arterial and collector roadway facilities shall be assigned an
access classification and access standard. These standards shall be the basis for developing
access management plans for the county roadway improvements and modifications, and for
roadway or driveway connection permitting.
Section Two: Definitions
2.01 Arterial - A signalized roadway that serves primarily through traffic and secondarily abutting
properties and that generally has signal spacing of two miles or less.
2.02 Classes - Categories of Arterials primarily grouped by signal density.
2.03 Collector - A Street providing land access and traffic circulation service to a residential,
commercial, or industrial area. Secondarily provides for local through traffic.
2.04 Connection - A Driveway, street, turnout, or other means of providing for the right of
physical access to or from a Public roadway. For the purposes of this resolution, two one-way
connections to a property may constitute a single connection.
2.05 Connection Spacing - The allowable distance between connections, measured from the closest
edge of pavement of the first connection to the closest edge of pavement of the second
connection, exclusive of radii, along the edge of the travelled way.
2.06 Controlled Access - Means access, median openings, and traffic signals are highly regulated.
2.07 Corner Clearance - Distance from an intersection of a driveway or street connection and a
limited-access, controlled access, arterial or collector facility. This distance is measured from
the closest edge of pavement of the connection, measured along the travelled way. The closest
edge of pavement shall be with existing lanes or future lanes, including turn and merge lanes,
where a roadway segment is part of an adopted five-year plan.
2.08 Directional Median Opening – An opening in a median that is restrictive to movements made
from or to the major roadway including the limitation of left-turn in, left-turn out, no U-turn,
U-turn only, or combination of the above. Existing full median openings on 6-lane or greater
arterial or collector roadways are subject to directional median treatment at the discretion of
the County.
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2.09 Department - The Transportation Management Services Department of Collier County
administered by the Transportation Management Department Head or his/her duly authorized
representative.
2.10 Full Median Opening - A median opening designed to allow for all movements to and
from a major roadway. U-turns may be prohibited at full median openings.
2.11 Intersection - An at-grade connection or crossing of local, collector, arterial, controlled
access or limited access roadways that may be either public or private.
2.12 Medians - Areas, preferably at least ten feet wide, painted, raised, or grassed, that separate
opposing-direction, mid-block traffic lanes and that, on arterials, contain turn lanes that
allow left turning vehicles to exit from the through lanes.
2.13 Median Opening Spacing - The allowable spacing between openings in a median to allow for
crossing of opposing lanes of traffic to access other roadway facilities, property access or
provide for U-turn movements. The spacing distance shall be measured from the centerline
to centerline of openings along the travelled way.
2.14 Permitting Authority – Development Review Division of the Growth Management
Department or other duly designated authority of Collier County with all provisions of this
resolution as it applies to connection and its attendant permitting process, being reviewed and
approved by the Transportation Management Services Department of Collier County.
2.15 Reasonable Access - The number of direct or indirect connections necessary to provide ingress
and egress to the limited access, controlled access, arterial, or collector facilities from abutting
properties and local roadways based on the Access Management standards, roadway
operations, and type and intensity of land use. The applicant may submit site specific
information that the applicant deems pertinent to the Permitting Authority's review of
proposed connection permit application.
2.16 Service Road - A public or private street or roadway, auxiliary to, and normally, but not
required to be, parallel to a controlled or limited access facility, which has a primary purpose
to maintain local road continuity, provision of access to adjacent parcels or development and
minimizing the number of connections to a limited or controlled access facility while
maintaining property access rights.
2.17 Signal Spacing - The allowable spacing between adjacent traffic signals on limited access,
controlled access, arterial and collector facilities as measured from centerline to centerline
of the signalized intersections along the travelled way.
2.18 Significant Change - A change in the use of property, including land, structures or
facilities, or an expansion of the size of existing structures or facilities which will cause
at least a 25% increase in additional new trips, either peak hourly or daily, entering or
exiting the site or which is projected to exceed 100 trips per day more than the existing
use, whichever is less. The number of trips shall be determined using the most current
edition of the "Trip Generation Manual" of the Institute of Transportation Engineers.
Where such additional traffic is proposed or projected, the property owner shall contact
the Permitting Authority to determine if a new permit application or modification to an
existing permit shall be required. If the Permitting Authority determines that the increased
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traffic generated by the change in use does not require modifications to the existing permit
or existing access connection, a new permit application shall not be required.
2.19 Travelled Way - The portion of the roadway for the movement of vehicles, exclusive of
shoulders.
2.20 Turn Lane - That portion of the roadway dedicated to the turning movement (Left-, Right-, or
U-Turning) of vehicular traffic onto or off of the through traffic lanes to adjacent streets or
developments. A turn lane must be long enough to accommodate enough turning vehicles to
allow the free flow of the through traffic.
Section Three: Connection Permit Requirements
3.01 Connection permit applications on all public roadway facilities shall be reviewed in
accordance with the requirements of Ordinance 82-91, as amended or superseded (Collier
County Construction Standards for Work Within Rights-Of-Way) and this policy. Access
classifications and design standards are shown in Table 1 and further described in Section
Four of this Policy.
3.02 Existing permitted connections, existing median openings are not required to meet the
standards of the assigned classification. Such features shall generally be allowed to remain
in place unless for safety, operation or protection of the roadway capacity deemed necessary
to modify or close by Collier County. These features shall be brought into reasonable
conformance when new connection permits are granted, following significant changes in
property use, or as changes to the roadway design occur.
3.03 A property that cannot be permitted access consistent with the standards for the classification
assigned to that particular roadway segment and which has no other means of direct or
reasonable direct or indirect access as determined pursuant to the connection permit process,
shall be issued a conforming permit by the Permitting Authority for a single connection
pursuant to this Policy. If additional connections are requested and approved, they shall be
considered non-conforming and shall contain restrictions and/or removal provisions.
3.04 Access class standards represent desirable requirements for each access class. As segments
of roadways are analyzed and connection permits are applied for, the ultimate goal is to
exceed these standards thereby providing for the preservation of the capacity, safety and
general welfare of the traveling Public.
3.05 The connection and median opening spacing standards specified in this policy may not be
adequate in some cases. Greater distances between connections and median openings may be
required by the Permitting Authority to provide sufficient location specific traffic operations
and safety requirements. In such instances, the Permitting Authority shall document, as part
of the response to an application submitted pursuant to this Policy, a justification based on
traffic engineering principles, as to why such greater distances are required.
3.06 When a full median opening is constructed or reconstructed to allow for opposing left-
or U-turns only, these openings shall be considered as one opening.
3.07 Adjacent properties under the same ownership shall not be considered as separate
properties for the purpose of applying the standards associated with the access class of the
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adjacent roadway segment but shall be deemed to be one parcel. Applicants requesting
connection for one or more adjacent properties under the same ownership may, however,
as part of the permit application process, request that the properties be considered
individually for connection permitting purposes. Such requests shall be included in the
permit application and shall provide specific analyses and justification of potential capacity
decrease, safety and operational hazards associated with the compatibility of the volume,
type, or characteristics of the traffic using the connection. Such properties and single
ownership properties with frontage exceeding the standards of the assigned class may not
be allowed, pursuant to the permit application process in this Policy, the maximum number
of connections, median openings or signals based on the spacing standards. The total
number of connections allowed will be the minimum necessary to provide reasonable
access. Leasehold interests existing prior to the effective date of this Policy or a bonafide
contract for sale may be considered as a separate ownership from the parent tract for the
purpose of this Policy. Such leasehold interests or contracts may not, however, be the sole
criteria for determining separate ownership for purpose of implementation of this policy.
3.08 The speed criteria referred to in Table 1, Access Classification and Standards, means the
posted speed limited for the roadway segment either existing or the established posted speed
limit for facilities identified for improvement or not yet in existence.
3.09 Corner clearances for connections shall meet or exceed the connection spacing
requirements for Classifications 2 through 7. However a single connection may be placed
closer to the intersection for circumstances set forth in 3.09. l, 3.09.2 and 3.09.3 following
and pursuant to the permit application process of this Policy.
3.09.1 If, due to property size, corner clearance standards of this Policy cannot be met, and
where joint access that meets or exceeds the applicable corner clearance standards cannot
be obtained with a neighboring property, or, in the determination of the Permitting
Authority, is not feasible based on conflicting land use or conflicting traffic
volumes/characteristics, then corner clearance measurements in Table 2 may be used to
permit connections. Such properties, for the purpose of this Policy, are called "isolated
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corner properties."
3.09.2 In cases where connections are permitted under criteria specified in Table 2, the permit shall
contain the following additional conditions.
3.09.2.1 There shall be no more than one connection per road frontage.
3.09.2.2 Where joint or alternate access meets or exceeds the applicable comer clearance becomes
available, the permittee shall close the permitted connection, unless the permittee can then
show, by presentation of competent evidence, that such closure is not feasible because
of conflicting land use, conflicting traffic volumes/characteristics, or existing structures
preclude a change in the existing connection.
3.09.3 The corner clearance measurements for the isolated corner properties set forth in Section
3.09.01 above shall be as defined in this section, Classes 3 through 7, inclusive.
3.09.4 Corner clearances for "isolated corner properties" are as follows:
Table 2
Corner Clearance at Intersections
With Median
Position Access Allowed Standard (feet) Code1
Approaching intersection Right-in / Right-out 115 A
Approaching intersection Right in only 752 B
Departing intersection Right-in / Right-out 230 (125)3 C
Departing intersection Right out only 100 D
Without Median
Position Access Allowed Standard (feet) Code1
Approaching intersection Full access 230 (125)3 C
Approaching intersection Right in only4 100 D
Departing intersection Right-in / Right-out 230 (125)3 C
Departing intersection Right out only4 1002 E
1 Refer to Figure 1.
2 Subject to case-by-case analysis; may be increased depending on traffic characteristics and
intersection geometry
3 Access Class 7 may use the measurement in parenthesis.
4 Connection by design will effectively eliminate unpermitted movements.
3.10 Connections and median openings located within the ¼ mile from the limited-access
interchange and overpass (includes the entire limited-access right-of-way frontage) shall
be regulated consistent with the requirements of the Rules of the Department of
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Transportation, Chapter 14-97, State Highway System Access Control Classification
System and Access Management Standards by the Florida Department of Transportation,
as may be amended. Controlled access and arterial roads within the first ½ or ¼ mile,
respectively, or the first existing intersection whichever distance is less, shall be regulated
to protect the safety and operational efficiency of the limited access facility.
3.10.1 The distance to the first connection shall be at least 660 feet where the posted speed limit
is greater than 45 mph, and shall be at least 440 feet where the posted speed limit is
45 mph or less. This distance will be measured from the end of the taper for that
particular quadrant of the interchange on the arterial facility. A single connection per
property not meeting this connection spacing may be provided, pursuant to the connection
permit process, if no reasonable access to the property exists and if the Permitting
Authority review of the connection permit application provided by the applicant determines
that the connection does not create a safety, operational, or weaving hazard. In such
cases, application for more than a single connection shall be examined as non-conforming
connections.
3.10.2 The distance to the first median opening shall be at least 1320 feet as measured from
the end of taper of the egress ramp.
3. 10.3 Connections and median openings meeting spacing standards may not be permitted in
the location requested in the permit application if the Permitting Authority determines,
based on traffic engineering principles, the engineering and traffic information
provided in the permit application shows that the capacity, safety, or operation
characteristics of the interchange or the limited access highway or roadway would be
adversely affected.
3.11 Locations for proposed signalization meeting signal warrants which are intervals closer
than the standard for the access class for the roadway segment shall be considered by
the Permitting Authority but may only be approved where the need for such signals is
clearly demonstrated for the safety and operational characteristics of the roadway based
on Permitting Authority review of the Traffic and Signal information provided by the
applicant in the connection permit application. Refer to Section Seven for additional
requirements.
3.12 Unsignalized Full Median openings shall not be approved in any locations with six or
more lanes of traffic.
Section Four: Access Class Descriptions and Standards
4.01 The access classification system and standards are shown in Table 1. The Access
Management Classifications are arranged from the most restrictive (Class 1) to the
least restrictive (Class 7). The standards for each class are differentiated where the
posted speed limit is greater or equal to 45 mph as distinguished from where the posted
speed limit is less than 45 mph. The general descriptions for Access Management
Classifications 1 through 7 for County roadways is as follows:
4.01.1 Access Class I, Limited Access Roadways. These highways do not provide direct
property connections. Roadways in this class provide for efficient and safe high speed
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and high volume traffic movements, serving interstate, interregional, intercity, and to
a lesser degree, intracity travel needs.
4.01.2 Access Class 2, Controlled Access Roadways. These are highly controlled access
facilities distinguished by the ability to serve high speed and high volume traffic over
long distances in a safe and efficient manner. These roadways are distinguished by a
system of existing or planned service roads or other lower class roadway connections to
provide for localized access.
4.01.3 Access Class 3, Arterials and Collectors, divided. These facilities are controlled access
facilities where direct access to abutting land will be controlled to maximize the operation
of the through traffic movement. This class will be used where existing land uses and
roadway sections have not completely built out to the maximum land use or roadway
capacity or where the probability of significant land use change in the near future is high.
These roadways will be distinguished by existing or planned median restrictions and
maximum distance between traffic signals and driveway connections.
4.01.4 Access Class 4, Arterials and Collectors, undivided. These facilities are controlled access
facilities where direct access to abutting land will be controlled to maximize the operation
of the through traffic movement. This class will be used where existing land uses and
roadway sections have not completely built out to the maximum land use or roadway
capacity or where the probability of significant land use change in the near future is high.
These roadways will be distinguished by existing or planned non-restrictive median
treatments or no median treatments.
4.01.5 Access Class 5, Arterials and Collectors, divided. This class will be used where existing
land uses and roadway sections have been built out to a greater extent than those roadways
segments classified as Access Class 3 and 4 and where the probability of major land use
change is not as high as those roadway segments classified as Class 3 and 4. These
roadways will be distinguished by existing or planned median restrictions.
4.01.6 Access Class 6, Arterials and Collectors, undivided. This class will be used where
existing land uses and roadway sections have been built out to a greater extent than those
roadway segments classified as Access Class 3 and 4 and where the probability of
major land use change is not as high as those roadway segments classified as Class 3 and
4. These roadways will be distinguished by existing or planned non-restrictive median
treatments or no median treatments.
4.01.7 Access Class 7, Arterials and Collectors, divided and undivided. This class shall only
be used in urbanized areas where existing land use and roadway sections are built out to
the maximum intensity and where significant land use or road widening will be limited.
This class shall be assigned where there is little intended purpose of providing for high-
speed travel. These roadways can have restrictive, non- restrictive or no median treatments.
Section Five: Assignment of an Access Classification to all Arterial and Collector Roadways
Access Management Classifications (Class 1 through 7 as defined in Section Four) are based
on the criteria detailed in Section 5.02. These criteria take into account the functional
classifications as well as other disparate traffic characteristics. It is the intent of this Section
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Five to assign classification to roadways and to individual roadway segments that is consistent
with sound planning principles and engineering practices.
5.01 Facilities that are functionally classified by the County as Arterials or Collectors shall
be assigned one of the Access Management Classes 3 2 through 7 except for State
Highways which shall be classified by the Florida Department of Transportation using
their own criteria and where the Board of County Commissioners has taken or may
take future action to designate specific facilities as Limited-Access or Controlled-
Access facilities and include the effective areas (0.5 miles east/west or north/south) of
all overpasses. The assignment of classification to a specific segment of roadway
shall be the responsibility of the Transportation Management Services Department
with ultimate approval by the Board of County Commissioners.
5.02 The classification decision shall take into consideration the potential for the desired
access management classification and standards to be achieved based on existing land
use, probability for land use change, adopted future roadway plans, and on ultimate
roadway cross sections identified in the adopted plans. The assignment of a
classification shall take into account consideration the following factors:
5.02.1 The current and potential functional classification of the roadway;
5.02.2 Existing and projected future traffic volumes;
5.02.3 Existing and projected state, local and Metropolitan Planning Organization transportation
plans and needs, including consideration of new or improved parallel facilities;
5.02.4 Drainage requirements;
5.02.5 Adjacent land use characteristics (existing and projected);
5.02.6 Local land use plans, zoning and land development regulations as set forth in the
Growth Management Plan;
5.02.7 Type and volume of traffic requiring access;
5.02.8 Operational aspects including corridor and intersection accident history;
5.02.9 Availability of reasonable access to an arterial or collector roadway by way of adjacent
local streets as an alternative to a direct connection to an arterial or collector;
5.02.10 Cumulative effect of existing and projected connections on the arterials' or
collectors' ability to provide safe and efficient movement of people and goods within
the County.
5.03 Table 3 depicts the assigned Access Management Class based on the criteria enumerated
in section 5.02 for all existing and presently proposed major collectors and arterials and
includes the updated “present” classification and “future” classification columns. This
update to the future classification column is based on the review and update of the current
roadway characteristics of the facilities.
5.04 Activity Center access management plans are defined in the Land Development Code
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but are subject to review and approval on a case-by-case basis as land use proposals for
development and redevelopment are submitted. The access shall be considered with the
intent to provide for the preservation of capacity and the safety of the traveling Public.
Section Six: Review and Modification of Classifications
6.01 The Transportation Management Services Department shall review the Access
Management Classifications for specific segments of arterial and collector roadways
when a major change in any of the factors noted herein have occurred or annually,
whichever occurs first. The review shall take the same form and procedure as outlined
in Section Five of this Policy.
6.02 A written request may be made by any person or organization to the Transportation
Management Services Department Head or designee that the Transportation Management
Services Department to review the access classification of any specific segment(s) of an
arterial or collector roadway at any time. Such written request shall include the specific
basis to justify why the change in the roadway segment classification is being sought, and
shall indicate the desired roadway segment classification and the specific justification
therefore, based on the criteria herein. The Department Head shall consider each such
request, coordinating with the appropriate organizations and committees named herein,
and may initiate a study to determine if the reclassification should be approved, approved
in a modified form, or denied under criteria outlined herein. Said proposed reclassification
shall be submitted to the Board of County Commissioners of Collier County with
appropriate background data for final adoption or denial.
Section Seven: Access and Traffic Signal Spacing Standards Deviations and Waivers
7.01 If the access and traffic signal spacing standards cannot be achieved, or the standards
can be achieved but the applicant wishes to propose an alternative, then the following
shall apply:
7.02 Requests for deviation from access and traffic signal spacing standards under ten
percent (10%) of the allowable spacing standard or 100 feet, whichever is less, may
be authorized by the Transportation Management Services Department Head or
designee and must be supported by documentation that shows the deviation would not
create a safety or operational problem on the public road.
7.03 Requests for deviation of ten percent (10%) or more of the allowable access and/or
traffic signal spacing standard shall require an access management plan supported by
an engineering study, signed and sealed by a professional engineer registered in the
State of Florida, that demonstrates how the public is better served, and not just the
applicant or clients or customers, and how the plan ensures safe access and circulation
for pedestrians, cyclists, and vehicles. At a minimum the engineering study should
include the following:
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7.03.1.1 The posted speed limit on the existing roadway
7.03.1.2 The projected peak hour volumes on the existing roadway
7.03.1.3 The projected total peak hour volumes entering and exiting the proposed
development
7.03.1.4 The projected peak hour U-turn volume if the non-conforming access point is
denied
7.03.1.5 The number of proposed conforming access points
7.03.1.6 The number of proposed nonconforming access points
7.03.1.7 The type of non-conforming access points that are being proposed (directional
median opening, full median opening)
7.03.1.8 The distances to adjacent median openings
7.03.1.9 The distances to adjacent signalized intersections
7.03.1.10 The additional distance that vehicles would need to travel if the non-
conforming access point is denied
7.03.1.11 A figure illustrating the location of the requested access points and spacing
between the adjacent access points
7.03.1.12 A Safety Analysis that demonstrates the requested deviation will not result in
an increase in crash rates within the area of influence
7.03.1.13 An Operational Analysis that demonstrates the requested deviation would not
result in excessive delays and or queueing within the area of influence.
7.03.2 A methodology meeting shall be held to review the proposed engineering study
methodology, identify the area of influence, and determine if there are any additional
requirements. The methodology must be approved by the Transportation Management
Services Department Head, or designee.
7.03.2.1 The access management requests shall result in an access management plan /
engineering study which will be reviewed and evaluated by the Transporatation
Management Services Department Head, or designee. The plan shall be approved
or denied in coordination with FDOT where access is requested to a state-maintained
roadway. The acceptance of any alternative access plan developed in accordance
with this section shall be based upon maximum achievement of the purpose and
intent of this policy and other applicable County requirements.
7.03.2.2 The traffic signal requests shall result in a traffic signal plan / engineering
study which shall be reviewed and evaluated by a group designated for traffic signal
plan reviews by the Transportation Management Services Department Head, or
designee. The traffic signal plan review group may include representatives from
various disciplines including but not limited to: Transportation Engineering, Traffic
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Operations, Transportation Planning, Development Review, and Collier County
Sherrif’s Office. The traffic signal plan shall be approved or denied based on the
merits of the engineering study and the analysis and determination of the review
group.
Section Eight: Amendments
8.01 This Policy may be amended from time to time by Resolution of the Collier County
Board of County Commissioners.
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Page 1973 of 4096
ID#Original
ID#Road #Roadway From To
Segment
Length
(Miles)
Lanes and
Roadway
Division
Posted Speed
(mph)
Median
Openings
Median
Openings
Per Mile
Average
Median
Spacing
(Feet)
Signals Signals Per
Mile
Average
Signal
Spacing
(Feet)
FDOT
Context
Class
Present
Class Future Class
1.0 1.0 CR31 Airport Pulling Road Immokalee Rd. Vanderbilt Beach Rd.2.0 4D 45 11 5.5 960 3 1.5 3520 C3R 3 3
2.0 2.1 CR31 Airport Pulling Road Vanderbilt Beach Rd.Orange Blossom Dr.0.8 6D 45 3 3.8 1410 2 2.5 2110 C4 5 5
3.0 2.2 CR31 Airport Pulling Road Orange Blossom Dr.Pine Ridge Rd.1.4 6D 45 11 7.9 670 4 2.9 1850 C4 5 5
4.0 3.0 CR31 Airport Pulling Road Pine Ridge Rd. Golden Gate Pkwy.2.6 6D 45 15 5.8 920 7 2.7 1960 C4 5 5
5.0 4.0 CR31 Airport Pulling Road Golden Gate Pkwy.Radio Rd.1.4 6D 45 10 7.1 740 5 3.6 1480 C4 5 5
6.0 5.0 CR31 Airport Pulling Road Radio Rd.Davis Blvd.1.0 6D 45 9 9.0 590 3 3.0 1760 C4 5 5
7.0 6.0 CR31 Airport Pulling Road Davis Blvd. US 41 0.8 6D 45 9 11.3 470 2 2.5 2110 C4 5 5
8.0 7.0 Bayshore Drive US 41 Thomasson Dr.1.5 4D 35 18 12.0 440 1 0.7 7920 C4 5 5
9.0 N/A Beck Boulevard Collier Blvd.Bush Blvd.0.3 4D 45 2 6.7 790 1 3.3 1580 C5 3 3
10.0 N/A Beck Boulevard Bush Blvd.Benfield Rd.1.1 2U 45 0 0.0 N/A 0 0.0 N/A C5 4 3
11.0 8.0 CR865 Bonita Beach Road Hickory Blvd.West of Vanderbilt Dr.1.4 4D 40 13 9.3 570 2 1.4 3700 C4 5 5
12.0 61.0 Camp Keais Road Oil Well Rd.Immokalee Rd.5.7 2U 55 0 0.0 N/A 0 0.0 N/A C2 4 4
13.0 9.0 Carson Road Lake Traford Rd.Immokalee Dr.0.5 2U N/A 0 0.0 N/A 0 0.0 N/A C2T 4 4
14.0 N/A CR951 Collier Boulevard Torre Vista East North of Addison Place Dr 0.7 2U 45 2 2.9 1850 0 0.0 N/A C3R 3 3
15.0 N/A CR951 Collier Boulevard North of Addison Place Dr Immokalee Rd.0.2 4D 45 2 10.0 530 1 5.0 1060 C3C 3 3
16.0 30.1 CR951 Collier Boulevard Immokalee Rd.Vanderbilt Beach Rd.2.0 6D 45 12 6.0 880 5 2.5 2110 C3R 3 3
17.0 30.2 CR951 Collier Boulevard Vanderbilt Beach Rd.Golden Gate Blvd. 1.0 6D 45 5 5.0 1060 1 1.0 5280 C2 3 3
18.0 31.1 CR951 Collier Boulevard Golden Gate Blvd. Pine Ridge Rd.1.1 6D 45 5 4.5 1160 1 0.9 5810 C2 3 3
19.0 31.2 CR951 Collier Boulevard Pine Ridge Rd.Green Blvd.0.9 6D 45 4 4.4 1190 1 1.1 4750 C2 3 3
20.0 32.1 CR951 Collier Boulevard Green Blvd.Golden Gate Pkwy.1.0 4D 45 7 7.0 750 1 1.0 5280 C4 3 3
21.0 32.2 CR951 Collier Boulevard Golden Gate Pkwy.Golden Gate Canal 1.0 4D 45 3 3.0 1760 0 0.0 N/A C3R 3 3
22.0 32.3 CR951 Collier Boulevard Golden Gate Canal I-75 0.5 8D 45 3 6.0 880 2 4.0 1320 C4 3 3
23.0 33.0 CR951 Collier Boulevard I-75 Davis Blvd.0.5 8D 45 2 4.0 1320 2 4.0 1320 C5 3 3
24.0 34.0 CR951 Collier Boulevard Davis Blvd. Rattlesnake Hammock Rd.3.1 6D 50 12 3.9 1360 2 0.6 8180 C3R 3 3
25.0 35.0 CR951 Collier Boulevard Rattlesnake Hammock Rd. US 41 3.4 6D 50 12 3.5 1500 3 0.9 5980 C3R 3 3
26.0 N/A SR951 Collier Boulevard US 41 Manatee Rd.1.0 6D 45 6 6.0 880 2 2.0 2640 C4 3 3
27.0 N/A SR951 Collier Boulevard Manatee Rd. Marco Island Bridge 5.6 4D 45/55 17 3.0 1740 3 0.5 9860 C1 3 3
28.0 10.0 County Barn Road Davis Blvd. Rattlesnake Hammock Rd.2.0 2U 45 1 0.5 10560 1 0.5 10560 C3R 6 6
29.0 N/A CR29 County Road 29 US 41 Camellia St.3.4 2U 55S/55N/45N 0 0.0 N/A 0 0.0 N/A C1 4 4
30.0 N/A CR29 County Road 29 Camellia St.Oyster Bar Ln.1.4 4D 45/40 11 7.9 670 0 0.0 N/A C2T 3 3
31.0 N/A CR29 County Road 29 Oyster Bar Ln.Chokoloskee Dr.3.2 2U 45/30 0 0.0 N/A 0 0.0 N/A C2T 4 4
32.0 12.0 SR84 Davis Boulevard US 41 Airport-Pulling Rd.1.0 6D 45 6 6.0 880 2 2.0 2640 C5 5 5
33.0 13.0 SR84 Davis Boulevard Airport-Pulling Rd. Lakewood Blvd.0.6 4D 45E/50W 3 5.5 970 1 1.8 2900 C4 5 5
34.0 14.0 SR84 Davis Boulevard Lakewood Blvd. County Barn Rd 1.7 4D 45/50 10 5.9 900 2 1.2 4490 C3R 5 5
35.0 15.0 SR84 Davis Boulevard County Barn Rd. Santa Barbara Blvd.0.8 4D 50 4 5.3 990 1 1.3 3960 C3R 5 5
36.0 16.1 SR84 Davis Boulevard Santa Barbara Blvd. Radio Rd.1.8 6D 45 7 3.9 1360 1 0.6 9500 C3R 5 5
37.0 16.2 SR84 Davis Boulevard Radio Rd.Collier Blvd.0.7 6D 45 2 2.9 1850 1 1.4 3700 C3R 5 5
38.0 137.0 Desoto Boulevard I-75 Golden Gate Blvd.5.3 2U 45 0 0.0 N/A 0 0.0 N/A C2 4 4
39.0 138.0 Desoto Boulevard Golden Gate Blvd.Oil Well Rd.4.3 2U 45 0 0.0 N/A 0 0.0 N/A C2 4 4
40.0 N/A Devonshire Boulevard Radio Rd.Santa Barbara Blvd.0.4 4D 25 5 12.5 420 1 2.5 2110 C4 5 5
41.0 134.0 Everglades Boulevard I-75 Golden Gate Blvd.5.4 2U 45 1 0.2 28510 1 0.2 28510 C2 4 4
42.0 135.0 Everglades Boulevard Golden Gate Blvd.Vanderbilt Beach Rd.1.3 2U 35/45 1 0.8 6860 1 0.8 6860 C2 4 3
42.5 135.0 Everglades Boulevard Vanderbilt Beach Rd.Oil Well Rd.3.0 4D 45 2 0.7 7920 2 0.7 7920 C2 4 3
43.0 136.0 Everglades Boulevard Oil Well Rd.Immokalee Rd.5.0 2U 45 1 0.2 26400 1 0.2 26400 C2 4 3
44.0 17.0 CR876 Golden Gate Boulevard Collier Blvd.Wilson Blvd.5.0 4D 45 21 4.2 1260 5 1.0 5280 C2 3 3
45.0 123.0 CR876 Golden Gate Boulevard Wilson Blvd.16th St.2.0 4D 45 16 8.0 660 1 0.5 10560 C2 3 3
46.0 123.1 CR876 Golden Gate Boulevard 16th St.Everglades Blvd.1.8 4D 45 1 0.6 9500 1 0.6 9500 C2 3 3
47.0 124.0 CR876 Golden Gate Boulevard Everglades Blvd.Desoto Blvd.1.8 2U 45 0 0.0 N/A 0 0.0 N/A C2 4 4
48.0 18.0 CR886 Golden Gate Parkway US 41 Goodlette-Frank Rd.0.5 6D 35 3 6.0 880 2 4.0 1320 C5 3 3
49.0 19.0 CR886 Golden Gate Parkway Goodlette Frank Rd.Airport-Pulling Rd.1.6 6D 35/45 6 3.8 1410 1 0.6 8450 C3R 3 3
50.0 20.1 CR886 Golden Gate Parkway Airport-Pulling Rd Livingston Rd.1.0 6D 45 2 2.0 2640 1 1.0 5280 C3R 3 3
51.0 20.2 CR886 Golden Gate Parkway Livingston Rd. I-75 1.0 6D 45 3 3.0 1760 1 1.0 5280 C2 3 3
52.0 21.0 CR886 Golden Gate Parkway I-75 Santa Barbara Blvd.1.0 6D 45/35E/40W 4 4.0 1320 2 2.0 2640 C2 3 3
53.0 22.0 CR886 Golden Gate Parkway Santa Barbara Blvd. Collier Blvd.2.2 4D 35 20 9.1 580 7 3.2 1660 C4 5 5
54.0 23.0 CR851 Goodlette-Frank Road Immokalee Rd.Vanderbilt Beach Rd. 1.8 2U 45 4 2.2 2380 1 0.6 9500 C3R 3 3
55.0 24.1 CR851 Goodlette-Frank Road Vanderbilt Beach Rd. Orange Blossom Dr.0.9 4D 45 3 3.3 1580 1 1.1 4750 C3R 3 3
Collier County Transportation Management Services Department
Access Management Classification Table
Table 3
Page 1974 of 4096
ID#Original
ID#Road #Roadway From To
Segment
Length
(Miles)
Lanes and
Roadway
Division
Posted Speed
(mph)
Median
Openings
Median
Openings
Per Mile
Average
Median
Spacing
(Feet)
Signals Signals Per
Mile
Average
Signal
Spacing
(Feet)
FDOT
Context
Class
Present
Class Future Class
Collier County Transportation Management Services Department
Access Management Classification Table
Table 3
56.0 24.2 CR851 Goodlette-Frank Road Orange Blossom Dr.Pine Ridge Rd. 1.5 4D 45 6 4.0 1320 2 1.3 3960 C3R 3 3
57.0 25.0 CR851 Goodlette-Frank Road Pine Ridge Rd. Golden Gate Pkwy.2.6 6D 45 12 4.6 1140 6 2.3 2290 C4 5 5
58.0 26.0 CR851 Goodlette-Frank Road Golden Gate Pkwy.US 41 2.0 6D 45 20 10.0 530 8 4.0 1320 C4 5 5
59.0 N/A Grand Lely Drive Rattlesnake Hammock Rd.Collier Blvd.2.1 4D 30 13 6.2 850 2 1.0 5540 C3R 3 3
60.0 N/A Green Boulevard Santa Barbara Blvd. Sunshine Blvd.1.0 2U 45 3 3.0 1760 1 1.0 5280 C3R 6 6
61.0 N/A Green Boulevard Sunshine Blvd.Collier Blvd.1.0 4D 45 6 6.0 880 1 1.0 5280 C3R 3 3
62.0 29.0 Gulfshore Drive 111th Ave. N. Vanderbilt Beach Rd.1.3 2U 25 0 0.0 N/A 0 0.0 N/A C4 7 7
63.0 N/A Hacienda Lakes Parkway Collier Blvd.Carmen Dr.0.5 2U 35 2 4.0 1320 0 0.0 N/A C3R 4 4
64.0 39.0 CR846 Bluebill Avenue (Immokalee Rd.)Gulfshore Dr. Vanderbilt Dr.0.5 2U 35 1 2.0 2640 1 2.0 2640 C4 6 6
65.0 40.0 CR846 111th Avenue N. (Immokalee Rd.)Vanderbilt Dr. US 41 1.0 2U 35 1 1.0 5280 1 1.0 5280 C4 6 6
66.0 N/A CR846 Immokalee Road US 41 Airport-Pulling Rd.2.0 6D 45 11 5.5 960 5 2.5 2110 C3R 5 5
67.0 42.1 CR846 Immokalee Road Airport-Pulling Rd. Livingston Rd.1.0 6D 45 5 5.0 1060 2 2.0 2640 C4 3 3
68.0 42.2 CR846 Immokalee Road Livingston Rd. I-75 0.6 6D 45 3 5.0 1060 3 5.0 1060 C3R 3 3
69.0 43.1 CR846 Immokalee Road I-75 Logan Blvd.1.5 6D 45 8 5.3 990 4 2.7 1980 C3R 3 3
70.0 43.2 CR846 Immokalee Road Logan Blvd.Collier Blvd.1.9 6D 45 9 4.7 1110 3 1.6 3340 C3R 3 3
71.0 44.0 CR846 Immokalee Road Collier Blvd.Wilson Blvd.5.1 6D 50 19 3.7 1420 5 1.0 5390 C3R 3 3
72.0 45.0 CR846 Immokalee Road Wilson Blvd.Oil Well Rd.1.6 6D 50 6 3.8 1410 4 2.5 2110 C3R 3 3
73.0 N/A CR846 Immokalee Road Oil Well Rd.Shady Hollow Blvd.1.4 3D/4D 45 5 3.6 1480 1 0.7 7390 C3R 3 3
74.0 N/A CR846 Immokalee Road Shady Hollow Blvd.Carver St 17.4 2U 45 5 0.3 18370 4 0.2 22970 C2 4 3
75.0 N/A CR846 Immokalee Road Carver St SR 29 0.6 4D 35 1 1.7 3170 1 1.7 3170 C2T 3 3
76.0 N/A Lake Trafford Road Pepper Rd.Carson Rd.1.9 2U 45 1 0.5 10030 1 0.5 10030 C2T 4 4
77.0 N/A Lake Trafford Road Carson Rd.N 9th St.1.5 2U 35/30 2 1.3 3960 2 1.3 3960 C2T 6 6
78.0 N/A Lely Cultural Parkway Grand Lely Dr.Collier Blvd.1.0 4D 35 5 5.0 1060 1 1.0 5280 C3R 3 3
79.0 N/A Lely Resort Boulevard US 41 Grand Lely Dr.1.6 4D 35 10 6.3 840 0 0.0 N/A C3R 3 3
80.0 N/A CR881 Livingston Road Lee County Line Immokalee Rd.3.3 4D/6D 45 7 2.1 2490 3 0.9 5810 C3R 3 3
81.0 52.0 CR881 Livingston Road Immokalee Rd. Vanderbilt Beach Rd.2.0 6D 45 6 3.0 1760 2 1.0 5280 C3R 3 3
82.0 53.0 CR881 Livingston Road Vanderbilt Beach Rd.Pine Ridge Rd.2.2 6D 45 7 3.2 1660 3 1.4 3870 C3R 3 3
83.0 54.0 CR881 Livingston Road Pine Ridge Rd. Golden Gate Pkwy.2.6 6D 45 8 3.1 1720 2 0.8 6860 C3R 3 3
84.0 55.0 CR881 Livingston Road Golden Gate Pkwy.Radio Rd.1.4 6D 45 5 3.6 1480 3 2.1 2460 C4 3 3
85.0 N/A Logan Boulevard Lee County Line Immokalee Rd.3.2 2U 35 2 0.6 8450 1 0.3 16900 C3R 4 4
86.0 50.0 Logan Boulevard Immokalee Rd.Vanderbilt Beach Rd.2.0 2U 45 4 2.0 2640 1 0.5 10560 C3R 4 4
87.0 48.0 Logan Boulevard Vanderbilt Beach Rd.Pine Ridge Rd.2.2 2U 45S/45N/40N 1 0.5 11620 1 0.5 11620 C3R 4 3
88.0 49.0 Logan Boulevard Pine Ridge Rd. Green Blvd.0.9 4D 45 5 5.6 950 1 1.1 4750 C2 3 3
89.0 N/A Manatee Road Collier Blvd.US 41 1.5 2U 30 1 0.7 7920 1 0.7 7920 C4 4 4
90.0 N/A Massey Street Vanderbilt Beach Rd. Tree Farm Rd.1.0 2U 35 0 0.0 N/A 0 0.0 N/A C3R 4 4
91.0 58.0 N. 1st Street Main St. New Market Rd.0.6 2U 30 1 1.7 3170 1 1.7 3170 C2T 6 6
92.0 N/A Naples Boulevard Pine Ridge Rd.Airport-Pulling Rd.0.9 4D 35 8 8.9 590 3 3.3 1580 C5 5 5
93.0 59.0 New Market Road E Main St.SR 29 2.2 2U 35 1 0.5 11620 1 0.5 11620 C2T 6 6
94.0 N/A Oil Well Grade Road Oil Well Rd.Immokalee Rd.5.6 2U 35 0 0.0 N/A 0 0.0 N/A C2 4 4
95.0 119.0 CR858 Oil Well Road Immokalee Rd.Everglades Blvd.3.0 4D 45 11 3.7 1440 3 1.0 5280 C3R 3 3
96.0 120.0 CR858 Oil Well Road Everglades Blvd.Desoto Blvd.1.8 2U 55 1 0.6 9500 0 0.0 N/A C3R 4 3
97.0 121.1 CR858 Oil Well Road Desoto Blvd.Oil Well Grade Rd.2.1 2U 55 1 0.5 11090 0 0.0 N/A C2 4 3
98.0 121.2 CR858 Oil Well Road Oil Well Grade Rd.Ave Maria Blvd.3.1 4D 50 4 1.3 4090 0 0.0 N/A C3R 3 3
99.0 122.0 CR858 Oil Well Road Ave Maria Blvd.SR 29 5.7 2U 55 2 0.4 15050 0 0.0 N/A C2 4 3
100.0 122.0 CR858 Oil Well Road SR 29 Hendry County Line 4.7 2U 55 0 0.0 N/A 0 0.0 N/A C2 4 3
101.0 62.0 CR887 Old US 41 US 41 Lee County Line 1.5 2U 45 0 0.0 N/A 0 0.0 N/A C4 6 6
102.0 142.0 Orange Blossom Drive Goodlette-Frank Rd.Airport Rd.1.4 2D 30 11 7.9 670 1 0.7 7390 C3R 5 5
103.0 N/A Orange Blossom Drive Airport Rd.Bridgewater Bay Blvd.0.7 2U 30 1 1.4 3700 0 0.0 N/A C3R 6 6
104.0 N/A Orange Blossom Drive Bridgewater Bay Blvd.Livingston Rd.0.3 2D 30 1 3.3 1580 1 3.3 1580 C3R 5 5
105.0 63.0 CR896 Seagate Drive (Pine Ridge Rd.)Crayton Rd.US 41 0.5 4D 30 6 12.0 440 2 4.0 1320 C4 3 3
106.0 64.0 CR896 Pine Ridge Road US 41 Goodlette-Frank Rd.0.5 6D 35 4 8.0 660 1 2.0 2640 C4 3 3
107.0 65.0 CR896 Pine Ridge Road Goodlette-Frank Rd.Shirley St.0.7 6D 45 5 7.1 740 2 2.9 1850 C4 3 3
108.0 66.0 CR896 Pine Ridge Road Shirley St. Airport-Pulling Rd.0.8 6D 45 6 7.5 700 4 5.0 1060 C4 3 3
109.0 67.1 CR896 Pine Ridge Road Airport-Pulling Rd.Livingston Rd.1.0 6D 45 6 6.0 880 3 3.0 1760 C3R 3 3
110.0 67.2 CR896 Pine Ridge Road Livingston Rd.I-75 0.9 6D 45 5 5.6 950 2 2.2 2380 C3R 3 3
111.0 68.0 CR896 Pine Ridge Road I-75 Logan Blvd.1.2 6D 45 5 4.2 1270 3 2.5 2110 C3R 3 3
Page 1975 of 4096
ID#Original
ID#Road #Roadway From To
Segment
Length
(Miles)
Lanes and
Roadway
Division
Posted Speed
(mph)
Median
Openings
Median
Openings
Per Mile
Average
Median
Spacing
(Feet)
Signals Signals Per
Mile
Average
Signal
Spacing
(Feet)
FDOT
Context
Class
Present
Class Future Class
Collier County Transportation Management Services Department
Access Management Classification Table
Table 3
112.0 125.0 CR896 Pine Ridge Road Logan Blvd.Collier Blvd.1.9 4D 50/45 8 4.2 1250 1 0.5 10030 C2 3 3
113.0 N/A Pristine Drive Vanderbilt Beach Rd. Wolfe Rd.0.5 2U 25 0 0.0 N/A 0 0.0 N/A C3R 4 4
114.0 69.0 CR856 Radio Road Airport-Pulling Rd. Livingston Rd.1.0 4D 45 9 9.0 590 2 2.0 2640 C5 5 5
115.0 70.0 CR856 Radio Road Livingston Rd.Santa Barbara Blvd.2.0 4D 45 13 6.5 810 3 1.5 3520 C3R 5 5
116.0 71.0 CR856 Radio Road Santa Barbara Blvd.Davis Blvd.1.3 4D 45 9 6.9 760 2 1.5 3430 C3R 3 3
117.0 132.0 Randall Boulevard Immokalee Rd.Everglades Blvd.3.4 2U 45 1 0.3 17950 1 0.3 17950 C3R 4 4
118.0 133.0 Randall Boulevard Everglades Blvd.Desoto Blvd.1.8 2U 45 0 0.0 N/A 0 0.0 N/A C2 4 4
119.0 N/A CR864 Thomasson Drive (Rattlesnake)Bayshore Dr.Saba Dr.0.9 2U 30 0 0.0 N/A 0 0.0 N/A C3R 4 4
120.0 N/A CR864 Thomasson Drive (Rattlesnake)Saba Dr.US 41 0.5 2D/4D 35 3 6.0 880 1 2.0 2640 C3R 5 5
121.0 72.0 CR864 Rattlesnake Hammock Road US 41 Charlemagne Blvd.0.8 4D 45 6 7.5 700 1 1.3 4220 C4 5 5
122.0 73.0 CR864 Rattlesnake Hammock Road Charlemagne Blvd.County Barn Rd.0.4 4D 45 3 7.5 700 1 2.5 2110 C3R 5 5
123.0 74.0 CR864 Rattlesnake Hammock Road County Barn Rd. Santa Barbara Blvd.0.8 4D 45 5 6.3 840 1 1.3 4220 C3R 5 5
124.0 75.0 CR864 Rattlesnake Hammock Road Santa Barbara Blvd.Collier Blvd.1.9 6D 45 11 5.8 910 2 1.1 5020 C3R 3 3
125.0 N/A CR864 Rattlesnake Hammock Road Collier Blvd.Azure Way 0.9 4D 40 6 6.7 790 0 0.0 N/A C3R 3 3
126.0 76.0 Santa Barbara Boulevard Green Blvd.Golden Gate Pkwy.1.7 4D 45 14 8.2 640 2 1.2 4490 C4 3 3
127.0 77.0 Santa Barbara Boulevard Golden Gate Pkwy. Radio Rd.1.4 6D 45 6 4.3 1230 3 2.1 2460 C4 3 3
128.0 78.0 Santa Barbara Boulevard Radio Rd.Davis Blvd.1.0 6D 45 6 6.0 880 3 3.0 1760 C3R 3 3
129.0 79.0 Santa Barbara Boulevard Davis Blvd.Rattlesnake Hammock Rd.2.0 6D 45 8 4.0 1320 1 0.5 10560 C3R 3 3
130.0 N/A San Marco Road Goodland Dr.US 41 6.7 2U 45/55 2 0.3 17690 1 0.1 35380 C1 4 4
131.0 144.0 Shadowlawn Drive US 41 Davis Blvd.0.6 2U 45 1 1.7 3170 1 1.7 3170 C4 7 7
132.0 80.0 SR29 State Road 29 US 41 Wagon Wheel Rd.3.8 2U 45N/55S 0 0.0 N/A 0 0.0 N/A C1 4 4
133.0 81.0 SR29 State Road 29 Wagon Wheel Rd. I-75 13.1 2U 60 0 0.0 N/A 0 0.0 N/A C1 4 4
134.0 82.0 SR29 State Road 29 I-75 Oil Well Rd.10.2 2U 60 0 0.0 N/A 0 0.0 N/A C1 4 3
135.0 83.0 SR29 State Road 29 Oil Well Rd.CR 846 9.6 2U 45/60 1 0.1 50690 1 0.1 50690 C2 4 3
136.0 84.0 SR29 State Road 29 CR 846 9th St.1.0 4D 35 13 13.0 410 2 2.0 2640 C2T 7 7
137.0 85.0 SR29 State Road 29 9th St.Newmarket Rd.1.9 3U 40 2 1.1 5020 2 1.1 5020 C2T 6 6
138.0 86.0 SR29 State Road 29 Newmarket Rd.SR 82 3.0 2U 60 1 0.3 15840 1 0.3 15840 C2 4 3
139.0 87.0 SR29 State Road 29 SR 82 Hendry County Line 2.1 2U 60 0 0.0 N/A 0 0.0 N/A C2 4 3
140.0 88.0 SR82 State Road 82 SR 29 Lee County Line 5.0 2U 55 1 0.2 26400 0 0.0 N/A C2 4 4
141.0 98.0 US41 Tamiami Trail North Lee County Line Wiggins Pass Rd.1.5 6D 50/55 7 4.7 1130 2 1.3 3960 C3R 3 3
142.0 99.0 US41 Tamiami Trail North Wiggins Pass Rd.Immokalee Rd.1.5 6D 55 10 6.6 800 2 1.3 4010 C3R 3 3
143.0 100.0 US41 Tamiami Trail North Immokalee Rd.Vanderbilt Beach Rd.1.5 6D 50 10 6.6 800 4 2.6 1990 C4 5 5
144.0 101.0 US41 Tamiami Trail North Vanderbilt Beach Rd.Gulf Park Dr.1.3 6D 55 6 4.6 1140 2 1.5 3430 C3R 5 5
145.0 102.0 US41 Tamiami Trail North Gulf Park Dr.Pine Ridge Rd.1.7 6D 45 7 4.0 1310 4 2.3 2300 C3R 5 5
146.0 N/A US41 Tamiami Trail North Pine Ridge Rd.Golden Gate Pkwy.2.7 6D 45 29 10.7 490 6 2.2 2380 C4 5 5
147.0 N/A US41 Tamiami Trail North Golden Gate Pkwy.9th St.0.9 6D 45 22 24.4 220 5 5.6 950 C4 5 5
148.0 N/A US41 Tamiami Trail East 9th St.Goodlette-Frank Rd.0.3 6D 35 2 6.7 790 2 6.7 790 C4 5 5
149.0 N/A US41 Tamiami Trail East Goodlette-Frank Rd.Davis Blvd. 0.6 8D 35 3 5.3 1000 2 3.5 1500 C4 5 5
150.0 91.0 US41 Tamiami Trail East Davis Blvd. Airport-Pulling Rd.1.3 6D 45 11 8.7 610 3 2.4 2240 C4 5 5
151.0 92.0 US41 Tamiami Trail East Airport-Pulling Rd.Rattlesnake Hammock Rd.1.7 6D 45 9 5.3 990 5 3.0 1780 C4 5 5
152.0 N/A US41 Tamiami Trail East Rattlesnake Hammock Rd.Barefoot Williams Rd.4.0 6D 50 15 3.7 1420 4 1.0 5320 C3R 3 3
153.0 N/A US41 Tamiami Trail East Barefoot Williams Rd.Collier Blvd.1.3 6D 50 5 3.8 1380 2 1.5 3460 C3R 3 3
154.0 95.1 US41 Tamiami Trail East Collier Blvd.Joseph Ln.2.9 6D 50 12 4.1 1280 1 0.3 15420 C3R 3 3
155.0 95.2 US41 Tamiami Trail East Joseph Ln.Greenway Rd.0.5 4D 60 2 4.0 1320 0 0.0 N/A C3R 3 3
156.0 95.3 US41 Tamiami Trail East Greenway Rd.San Marco Dr.4.7 2U/2D 60 2 0.4 12410 0 0.0 N/A C2 4 4
157.0 96.0 US41 Tamiami Trail East San Marco Dr.SR 29 15.7 2U 60 1 0.1 83110 1 0.1 83110 C1 4 4
158.0 97.0 US41 Tamiami Trail East SR 29 Dade County Line 32.3 2U 60 0 0.0 N/A 0 0.0 N/A C1 4 4
159.0 N/A Tree Farm Road Collier Blvd.Woodcrest Dr.1.0 2U 35 1 1.0 5280 1 1.0 5280 C3R 4 4
160.0 N/A Triangle Boulevard US 41 Collier Blvd.0.4 2D 30 4 10.0 530 1 2.5 2110 C5 3 3
161.0 109.0 CR862 Vanderbilt Beach Road Gulfshore Dr. US 41 1.3 2U/4D 35 8 6.2 860 4 3.1 1720 C3R 5 5
162.0 110.1 CR862 Vanderbilt Beach Road US 41 Goodlette-Frank Rd.0.9 4D 45 3 0.9 5870 2 2.2 2380 C3R 3 3
163.0 110.2 CR862 Vanderbilt Beach Road Goodlette-Frank Rd.Airport-Pulling Rd.1.2 4D/6D 45 4 3.3 1580 1 0.8 6340 C3R 3 3
164.0 111.1 CR862 Vanderbilt Beach Road Airport-Pulling Rd.Livingston Rd.1.0 6D 45 3 3.0 1760 2 2.0 2640 C3R 3 3
165.0 111.2 CR862 Vanderbilt Beach Road Livingston Rd.Logan Blvd.2.1 6D 45 6 2.9 1850 4 1.9 2770 C3R 5 5
166.0 112.0 CR862 Vanderbilt Beach Road Logan Blvd.Collier Blvd.1.9 6D 45 5 2.6 2010 2 1.1 5020 C3R 3 3
167.0 N/A CR862 Vanderbilt Beach Road Collier Blvd.Wilson Blvd.5.2 6D 45 2 0.4 13730 1 0.2 27460 C3R 3 3
Page 1976 of 4096
ID#Original
ID#Road #Roadway From To
Segment
Length
(Miles)
Lanes and
Roadway
Division
Posted Speed
(mph)
Median
Openings
Median
Openings
Per Mile
Average
Median
Spacing
(Feet)
Signals Signals Per
Mile
Average
Signal
Spacing
(Feet)
FDOT
Context
Class
Present
Class Future Class
Collier County Transportation Management Services Department
Access Management Classification Table
Table 3
168.0 N/A CR862 Vanderbilt Beach Road Wilson Blvd.16th St.2.0 2U 50 0 0.0 N/A 0 0.0 N/A C2 3 3
169.0 N/A CR862 Vanderbilt Beach Road 16th St.Everglades Blvd.1.8 2U 50 1 0.6 9500 1 0.6 9500 C2 3 3
170.0 N/A CR901 Vanderbilt Drive Lee County Line Wiggins Pass Rd. 1.5 2U 45 1 0.7 7920 1 0.7 7920 C3R 4 4
171.0 115.0 CR901 Vanderbilt Drive Wiggins Pass Rd. Immokalee Rd.1.5 2U 45 1 0.7 7870 1 0.7 7870 C3R 4 4
172.0 N/A Veterans Memorial Boulevard US 41 Livingston Rd.2.6 4D 35 6 2.3 2290 4 1.5 3430 C3R 3 3
173.0 116.0 Westclox Street Carson Rd.SR 29 1.0 2U 45 1 1.0 5280 1 1.0 5280 C2T 4 4
174.0 116.0 Wildflower Way St. Andrews Blvd.Lely Resort Blvd.1.6 2D/4D 35 8 5.0 1060 0 0.0 N/A C3R 3 3
175.0 117.0 CR888 Wiggins Pass Road Vanderbilt Dr. US 41 1.0 2U 45 1 1.0 5280 1 1.0 5280 C3R 4 4
176.0 118.0 Wilson Boulevard Immokalee Rd.Golden Gate Blvd.3.2 2U 45 1 0.3 16900 1 0.3 16900 C2 4 4
177.0 N/A Whipporwill Lane Stratford Ln.Pine Ridge Rd.0.8 2U 35 1 1.3 4220 1 1.3 4220 C3R 4 4
178.0 N/A Wolfe Road Pristine Dr.Collier Blvd.0.4 2U 25 1 2.5 2110 1 2.5 2110 C3R 4 4
179.0 N/A Woodcrest Drive Tree Farm Rd.Immokalee Rd.1.0 2U 35 0 0.0 N/A 0 0.0 N/A C3R 4 4
Page 1977 of 4096