Transportation Master Plan

Transcription

LARIMER COUNTY
TRANSPORTATION PLAN
Prepared for:
Larimer County
Planning Department & Public Works Division
P.O. Box 1190
Fort Collins, CO 80522-1190
Prepared by:
Felsburg Holt & Ullevig
7951 East Maplewood Avenue, Suite 200
Englewood, CO 80111
303/721-1440
FHU Reference No. 98-061
September, 1998
Revisions Adopted September, 2000 (Larimer County)
Revision History
This document was originally prepared in November 1998 by Felsburg, Holt and
Ullevig. It was adopted by Larimer County in February 1999. Revisions to the report
were adopted by the Board of County Commissioners in September 2000. The
revisions include modifications to the Larimer County Major Street Inventory in
Appendix 2 to reflect some municipal annexations of major County Roads as well as
some revisions to functional road classifications. Corresponding changes have been
made to Figure 11A – Future Roadway Plan. The Transportation Improvement
Summary table in Appendix 1 has also been revised to reflect the changes in total
costs for existing and future improvement needs.
TABLE OF CONTENTS
Page
1.0
INTRODUCTION ................................................................................................................ 1
1.1
Purpose of the Transportation Plan........................................................................ 1
1.2
Planning Process .................................................................................................... 2
2.0
ASSESSMENT OF EXISTING SYSTEM AND DEFICIENCIES ........................................ 3
2.1
Roadways................................................................................................................ 3
2.1.1 Existing Roadway Network ......................................................................... 3
2.1.2 Capacity .................................................................................................... 10
2.1.3 Travel Demand-Driven Projects................................................................ 11
2.1.4 Safety-Driven Projects .............................................................................. 11
2.1.5 Estimated Cost of County Improvements ................................................. 14
2.1.6 State Highway Improvement Needs ......................................................... 19
2.2
Bicycle Facilities.................................................................................................... 19
2.3
Transit System ...................................................................................................... 21
2.4
Rail System .......................................................................................................... 21
3.0
LONG-RANGE TRANSPORTATION PLAN..................................................................... 24
3.1
Travel Demand Forecasts .................................................................................... 24
3.2
Long Range Roadway Plan .................................................................................. 29
3.2.1 County Roads ........................................................................................... 29
3.2.2 State Highways ......................................................................................... 34
3.3
Bicycle Facilities.................................................................................................... 34
3.4
Transit System ...................................................................................................... 34
3.5
Passenger Rail System......................................................................................... 37
3.6
Potential Mobility Corridors ................................................................................... 37
4.0
GUIDING PRINCIPLES AND IMPLEMENTING STRATEGIES ...................................... 40
4.1
Transportation Theme .......................................................................................... 40
4.2
Guiding Principles ................................................................................................. 40
4.3
Implementing Actions............................................................................................ 41
APPENDIX 1 APPENDIX 2 APPENDIX 3 APPENDIX 4 APPENDIX 5 APPENDIX 6 APPENDIX 7 APPENDIX 8 APPENDIX 9 APPENDIX 10 APPENDIX 11 APPENDIX 12 -
TRANSPORTATION IMPROVEMENT SUMMARY
LARIMER COUNTY MAJOR STREET INVENTORY
1995 AND 2020 DATA AND FORECASTS
UNINCORPORATED LARIMER COUNTY
DERIVATION OF 1995 AND 2020 WEST LARIMER COUNTY LAND USE
BASED ON COLEY FORREST 1993 AND 2015
CAPACITY ASSUMPTIONS
CONCEPTUAL UNIT COST ESTIMATES
SAFETY, INTERSECTION, AND ALIGNMENT PROJECTS
UNPAVED ROADWAY IMPROVEMENT PROJECTS
BRIDGE REPLACEMENT AND REHABILITATION PROJECTS
TRAFFIC SIGNAL PROJECTS
BIKE LANE/PATH PROJECTS
LARIMER COUNTY STATE HIGHWAY INVENTORY
LIST OF FIGURES
Page
1A.
1B.
Existing Roadway Functional Classification ....................................................................... 5
Existing Roadway Functional Classification ....................................................................... 6
2A.
2B.
Existing Traffic Volumes ..................................................................................................... 8
Existing Traffic Volumes ..................................................................................................... 9
3A.
3B.
Existing Capacity Improvement Needs............................................................................. 12
Existing Capacity Improvement Needs............................................................................. 13
4A.
4B.
Existing Deficient Bridges ................................................................................................. 15
Existing Deficient Bridges ................................................................................................. 16
5A.
5B.
Existing Safety, Intersection & Alignment Needs ............................................................. 17
Existing Safety, Intersection & Alignment Needs ............................................................. 18
6.
Existing Bikeway System .................................................................................................. 20
7.
Existing Rail System ......................................................................................................... 22
8.
Regional Analysis Zones .................................................................................................. 25
9A.
9B.
2020 Traffic Volume Forecasts......................................................................................... 27
2020 Traffic Volume Forecasts......................................................................................... 28
10A.
10B.
2020 Capacity Improvement Needs ................................................................................. 30
2020 Capacity Improvement Needs ................................................................................. 31
11A.
11B.
Future Roadway Plan........................................................................................................ 32
Future Roadway Plan........................................................................................................ 33
12.
Future Bicycle Plan ........................................................................................................... 35
13.
Transit System Concept Plan ........................................................................................... 36
14.
Mobility Corridors .............................................................................................................. 39
LIST OF TABLES
Page
1.
2.
3.
County Road Miles and Vehicle Miles of Travel by Functional Classification.................... 7
Existing Rail Transportation System................................................................................. 23
Household, Employment and Trip Generation Growth Forecasts by Area Unincorporated
Larimer County.................................................................................................................. 26
1.0
INTRODUCTION
1.1
Purpose of the Transportation Plan
Located along the Front Range in the northern part of Colorado, Larimer County has experienced
increasing growth and development within the last ten years, and this growth is expected to
continue. Between 1995 and the Year 2020, the number of households in the unincorporated part
of the County is forecast to more than double, from approximately 25,000 to 57,000. Employment
in the same area is forecast to increase by an even greater rate, from 18,000 in 1995 to 47,000 in
the Year 2020. In an effort to plan and prepare for future growth and its associated travel demands,
the County has undertaken a process to develop a comprehensive transportation plan.
The primary purpose of a transportation system is to move people and goods in a safe and efficient
manner. A variety of different travel demands needs to be considered in order to fulfill this purpose,
including travel within the County, passing through the County, and between rural parts of the
County and the County’s cities. The movement of people and goods also involves various
transportation modes, including vehicular, transit, pedestrian and bicycle, to provide for a high
degree of mobility to all segments of the population. The County roadway system is currently the
key element of the transportation system in that it accommodates the majority of the travel needs
outside the city limits. This is likely to remain the case into the foreseeable future as some form of
the private automobile remains the primary mode of transportation. Therefore, it is important to
develop a transportation plan which will enable the County to maintain a system that will satisfy the
travel needs of County residents.
In the past, the County roadway network was designed to serve rural and regional needs. Arterial
and local roads were constructed in conjunction with low density development patterns resulting in
a disjointed transportation network. Ongoing growth and development in the County is creating an
increase in traffic demands on this roadway network that are not easily accommodated. The
County’s ability to construct roads is severely limited due to lack of funding. A majority of the
County’s road and bridge budget is currently used for maintenance and repair of existing roads.
These maintenance costs are directly attributable to the high number of road miles serving a large
geographic area of somewhat low density and scattered developments. As a result, the main
purpose of this transportation plan is to coordinate existing zoning and proposed developments with
the future transportation needs of the County. It will also be used to support design of an impact
fee system to assess developers for roadway improvements necessary to accommodate
development. It is the goal of the County to plan for a balanced transportation system that fits with
the surrounding land uses in the County.
1
1.2
Planning Process
This process began in 1994 with an effort to prepare a transportation plan which was a needs
based. This planning effort involved an inventory of the existing transportation system, an
assessment and identification of the deficiencies in that system, and the development of a
methodology to prioritize improvements to overcome these deficiencies. A Technical Advisory Group
comprised of staff representatives from Engineering, Planning, and Parks Departments of Larimer
County directed this work.
In late, 1995, the County initiated an endeavor to develop a County Comprehensive Plan. At that
time, the preparation of the transportation plan was expanded to include an assessment of the
transportation system requirements to help direct and support the land use element of the
comprehensive plan. With this expanded viewpoint, the transportation planning efforts were directed
by the Steering Committee appointed to oversee the development of the comprehensive plan.
This final transportation plan combines elements of each of these two portions of the transportation
planning efforts into a comprehensive system-wide plan.
Public participation has been an important aspect in the development of the transportation plan. In
November 1994 a series of four public workshops (held in Estes Park, Red Feather Lakes,
Loveland, and Wellington) were conducted to provide an overview of the planning process, to
discuss the goals of the plan, and to solicit public comment on transportation problems and potential
solutions. Then, in July/August 1995 four more public workshops (in Wellington, Loveland,
Berthoud, and Fort Collins) were conducted to present the list of needed improvements and to
review the process for prioritization of these projects. These eight workshops had a sole focus on
the transportation plan. Subsequently, transportation has been publicly addressed as an element
of the comprehensive plan. Thus, it has been a topic of public comment through the Search
Conference, Steering Committee meetings, and other public meetings held on the comprehensive
plan.
2
2.0
ASSESSMENT OF EXISTING SYSTEM AND DEFICIENCIES
In an effort to understand how transportation is currently provided within the County, an inventory
of those elements comprising the existing transportation system was conducted. The existing
transportation system was inventoried through a variety of sources including the County roadway
database (RIMS), Colorado Department of Transportation (CDOT) bridge inventories, Larimer
County Transportation Plan Technical Advisory Group, public meetings and citizens’ comments.
This inventory focused primarily on the roadway network, but also included the transit system,
bicycle facilities and rail transportation system.
2.1
Roadways
2.1.1
Existing Roadway Network
The County roadway network provides the dominant means of transportation for this area, with the
state highway system serving as the backbone for this network. Vehicular travel, transit systems,
and the majority of the bicycle travel in this area rely heavily on a well maintained and complete
roadway system and network.
A roadway network is typically comprised of a hierarchy of roadways which is defined through
functional classification. In general, roads serve two functions; they provide for access and mobility.
The degree to which a road serves these functions defines the functional classification of the road.
Local roads and collector roads principally provide access to businesses, residential developments,
schools, and other land uses. Arterial roadways primarily provide mobility by connecting major
destinations. Within the defined study area, the existing roadway network is made up of roadways
with the following existing functional classifications:
Freeways
Freeways provide for interstate and major regional movements. Access is limited to widely spaced,
grade-separated interchanges. Interstate 25 is the only freeway in Larimer County.
Major Arterials
Major arterial streets function as important mobility routes, with continuity over long distances.
Access on major arterials is controlled carefully to maintain the facility’s mobility function. All of the
major arterials in Larimer County are State Highways.
Minor Arterials
Minor arterial streets provide for direct traffic movement from one central area to another. They
frequently form boundaries for developments and provide access to abutting developments.
3
Major/Minor Collectors
Collector streets are the main interior streets within and between development areas. The main
functions are to collect and distribute traffic from the local streets. Traffic on collector streets
typically has an origin or destination within the nearby areas.
Local Roads
The primary function of a local road is to provide access to adjacent land uses in the area.
Typically, local roads have lower travel speeds and through traffic is highly discouraged. However,
this is not necessarily the case in some rural areas of the County where local roads provide for intercity travel with higher speeds.
Figures 1A and 1B illustrate the existing roadway functional classification.
Regional Roads
County Roads that have a primarily regional function, as opposed to primarily serving travel
demands within the unincorporated County, were identified based on several factors, including
continuity, connections between County or external municipalities, functional classification, and
traffic volumes. Segments of five County Roads were identified as fitting the definition of regional
roads:
•
County Road (CR) 17 south of Loveland and between Loveland and Fort Collins;
•
CR 19 between Loveland and Fort Collins;
•
CR 32 between US 287 and I-25;
•
CR 38 east of I-25; and
•
CR 18 east of I-25
In addition, all State Highways in the County meet the definition of regional roads.
Existing Traffic Volumes
Traffic volumes indicate the relative importance of a roadway in an area. When compared to
roadway capacity estimates, traffic volumes also reveal in a general way how a road is functioning
(level of service) and if improvements to increase capacity are necessary.
The most commonly used measurement of traffic volume is average daily traffic (ADT). ADT is
defined as the total number of vehicles passing a certain point in both directions in a 24-hour period.
Existing traffic volume data for County Roads were compiled from the Larimer County Roadway
Inventory and data for State Highways were compiled from the Colorado Department of
Transportation’s 1996 Traffic Volume Report. The data provided were collected over the last five
years, with a majority of counts taken over the last three years.
Figure 1A.
Existing Roadway Functional Classification
4
Figure 2A and 2B illustrate the existing traffic volumes at key locations. It should be noted that the
daily volumes shown in Figures 2A and 2B represent annual average traffic volumes. Therefore,
they may not adequately address high seasonal peak demands on the roadways. A complete list
of traffic volumes on the major roadway system is also included in the appendix at the end of this
report.
Table 1 provides a summary of the mileage and vehicle miles of travel on County Roads which fall
within each functional classification in unincorporated Larimer County. Roadways in the collector
and arterial street categories comprise the major road system. These major roads account for 56%
of the total roadway mileage, but carry 91% of the travel.
.
Table 1
County Road Miles and Vehicle Miles of Travel by
Functional Classification
Roadway Distance
Vehicle Miles of Travel
Distance
(Miles)
Percent of
Total County
Mileage
Vehicle Miles
of Travel
Percent of
County
Vehicle Miles
of Travel
Minor Arterial
57
6%
250,000
37%
Major Collector
67
7%
129,000
19%
Minor Collector
423
43%
238,000
35%
Major Road System
Subtotal
547
56%
617,000
91%
Local Road
438
44%
62,000
9%
Total
985
100%
678,000
100%
Functional
Classification
(Existing)
A complete inventory of the County’s major roadway system, consisting of arterial and collector-level
County Roads, is provided in the Appendix. Existing information contained in the inventory includes
traffic volumes, surface types, and roadway widths. Roadways that are currently classified as local
roads, but which are designated in this plan as future major roadways, are also included in this
inventory.
6
2.1.3
Travel Demand-Driven Projects
Three roadway improvement project types have been identified which have the primary purpose of
providing adequate roadway capacity to serve travel demand. Short-range project needs have been
identified based on existing travel demands. In the case of both paving and lane/shoulder widening
needs, it is recommended that these improvement projects result in widening to full two-lane
roadway standards (twelve-foot lanes and six-foot shoulders) to provide the safest roadways
possible and prevent the need for more costly future improvements.
Roadway Paving Projects
The inventory of existing roadway conditions indicates that 47% of major roadways and 87% of local
roads in the County are currently unpaved. Using the capacity criteria described above, nearly 30
miles on the major roadway system have been identified as requiring paving. These segments are
shown on Figures 3A and 3B. In addition, approximately 18 miles of local roadway have volumes
that require paving to meet current standards.
Lane and Shoulder Width Roadway Improvement Projects
Based on capacity criteria for paved two-lane roads, two lane and shoulder widening projects,
comprising less than one mile, have been identified based on existing traffic volumes. Figure 3A
illustrates these needed roadway improvements.
Roadway Widening - Additional Through Lanes
Eight two-lane roadway segments currently have volumes that exceed the capacity of full-width twolane roadways, and have been identified as requiring widening to four lanes. These segments of
County Roads 17, 19, and 54G, shown on Figure 3A, comprise approximately seven roadway miles.
2.1.4
Safety-Driven Projects
Three roadway improvement project types have been identified which have the primary purpose of
improving the safety of the existing roadway network. All of the projects identified with this primary
purpose are viewed as short-range improvement needs.
Bridge Structures
Bridges are an important element of the roadway system, and deterioration of bridges is becoming
a serious problem throughout the County. Bridges are inspected and evaluated by the Colorado
Department of Transportation (CDOT) on a regular basis. Through this inspection program,
structurally deficient and functionally obsolete bridges are defined as follows:
10
Structurally Deficient
Those bridges that are in advanced stages of deterioration, or are in marginal
structural condition, but still function at a minimum level. Also included in this
category are bridges that do not have desired load carrying capacities.
Functionally Obsolete
Those bridges that have acceptable load carrying capacity, but impose unacceptable
physical restrictions such as narrow width, restricted vertical clearance, limited sight
distances, speed reducing curves, or insufficient waterway clearance.
The bridges are routinely inspected and rated based on a sufficiency rating from zero to 100. Any
of the bridges with a sufficiency rating below 80 is a potential candidate for rehabilitation or
replacement.
Currently, there are 213 bridges within Larimer County that are included in CDOT’s bridge inspection
program. CDOT has identified 55 of these bridges as being eligible for rehabilitation or replacement
projects. Figures 4A and 4B map the location of each of these bridges. These bridges have also
been ranked by the Larimer County Transportation Plan Technical Advisory Group using the CDOT
sufficiency ratings as a base with various criteria developed specifically for these County bridges.
In general, bridges that have been determined to be structurally deficient will rank higher than those
that are functionally obsolete.
Safety, Intersection Improvement and Alignment Projects
Proposed roadway safety and intersection improvement projects were identified based on a review
of the accident rates calculated from reported accidents during the last four years within the County.
Also, other safety concerns and specific intersection and roadway alignment deficiencies were
identified by the Larimer County Transportation Plan Technical Advisory Group and the general
public as being high hazard or accident locations. Figures 5A and 5B present the proposed
roadway realignment, intersection improvement, and other safety projects that have been identified.
2.1.5
Estimated Cost of County Improvements
The costs of identified improvement needs were estimated at a conceptual level by developing
approximate unit costs for various project types in plains and mountainous areas. Conceptual cost
estimates by project type are provided in the Appendix. Short-range roadway improvement cost
estimates for all 128 identified projects total approximately $89 million.
13
2.1.6
State Highway Improvement Needs
Although state highways are not within Larimer County’s jurisdiction, the functionality of state
highways within the County is vital to the mobility of County residents and visitors. The need for
added through lanes on state highways within the unincorporated county was identified using similar
capacity and level of service criteria as used for county road analysis. A total of 16.9 miles of US 287
and US 34 were identified as needing widening from two to four lanes, at an estimated cost of $39
million.
2.2
Bicycle Facilities
The Larimer County Parks Department has been implementing a bikeway system over the last ten
years. These bikeways include designated bike routes, on-street striped bike lanes and off-road
multi-purpose trails. Each of these bike facilities have very specific definitions and are described
as follows:
Bicycle Trail
A trail, path or segment of a bikeway completely separated from the roadway and used exclusively
for bicycles and pedestrians (i.e. off-street recreation trails and sidewalk trails).
Bicycle Lane
A portion of a roadway designed for bicycles, distinguished by a paint stripe, curb or similar device.
Bicycle Route
A system of bikeways which interacts with motorized traffic, does not have a separate lane and is
designated by route markers. Bicyclists must share the same roadway with vehicles.
The cities of Fort Collins and Loveland have also taken steps toward developing a bikeway and trail
system. However, little has yet been done in coordinating these efforts with the Larimer County
bikeway system to provide linkages between the city’s and county’s facilities and among the
communities within the County.
Figure 6 illustrates the existing bikeway system for Larimer County including the cities of Fort Collins
and Loveland.
18
2.3
Transit System
The existing transit system serving County residents includes public and specialized providers,
commercial providers, and intercity providers. The public and specialized transit providers serve
very specific needs of the public. Most of these providers serve the elderly, people with disabilities,
the developmentally disabled, nursing homes and social service agencies. These transit providers
are primarily demand responsive since their clientele generally have no other means of general
transportation.
Commercial transit providers are privately owned companies that provide chartered or fixed route
service. Taxi, bus, and van/shuttle services are typical providers in this category. Intercity transit
providers are a special form of commercial provider. They are typically privately owned companies
that provide fixed route service to several different cities or over much longer distances.
TransFort currently provides fixed-route public transit in the central part of Fort Collins, oriented
towards Colorado State University and persons who are transit dependent. Public transit services
are limited elsewhere in the County. Commuter Pool provides carpool matching and vanpool
services in Larimer and Weld Counties.
Several services are oriented to the needs of persons who are elderly or who have disabilities. This
includes the Dial-A-Ride paratransit service and Senior Alternatives in Transportation provided in
Fort Collins and Loveland, Extra Special People Transportation in Loveland and Berthoud Area
Transit. Foothills-Gateway also provides a significant level of services for its clients. These services
generally operate in the communities of Fort Collins, Loveland, and Berthoud. Other areas of
Larimer County have little or no service.
Intercity bus service (TNM&O and Greyhound) is available to Greeley, Loveland, Longmont, Fort
Lupton, Brighton, Denver, Boulder and Cheyenne. In addition to the regular intercity services, there
is currently also regular service to the Denver International Airport through Airport Express and
Shamrock Taxi.
In general, transit service in the County is provided by the adjacent cities with very limited service
outside the urban growth areas. Public transit service in the rural areas of the County is essentially
non-existent. However, paratransit service does provide adequate geographical coverage in these
areas with very limited service schedules.
2.4
Rail System
The rail transportation system in Larimer County primarily serves the purpose of moving freight.
Passenger rail service is currently not available in the County. Figure 7 depicts the existing rail
system for the County and surrounding areas. Table 2 summaries the existing rail service.
20
Table 2
Existing Rail Transportation System
Rail Segment
Owner
Length
Condition *
85 Miles
Poor-Fair
Union Pacific Railroad
Denver-Fort Collins
Burlington Northern Santa Fe
Railroad
Union Pacific Railroad
Denver-Boulder-LongmontLoveland-Fort Collins
Railroad
74 Miles
Good
Fort Collins-Cheyenne
Railroad
45 Miles
Good
* Overall condition of existing track for passenger rail usage in the future.
22
3.0
LONG-RANGE TRANSPORTATION PLAN
To plan a transportation system that will keep pace with the rapid growth that is expected to continue
in the County, travel demands were projected over the next 20-plus years to a Year 2020 long-range
time horizon. Long-range roadway improvement needs were identified by forecasting traffic
volumes in the Year 2020 and comparing these long-range future traffic volumes to roadway
capacities.
3.1
Travel Demand Forecasts
Year 2020 travel demand forecasts were derived in four different ways:
•
Regional roadway forecasts within the North Front Range (NFR) planning area were
developed based on the NFR computerized regional traffic forecasting model;
•
Traffic forecasts on State Highways outside of the NFR planning area were based on
forecasted traffic volume growth rates developed by CDOT.
•
Forecasts for non-regional County Roads were based on the projected trip generation growth
rates within nine analysis areas in the unincorporated County, as shown in Figure 8. Table
3 summarizes estimated 1995 and forecasted 2020 households, employment, and vehicle
trip generation in each zone. Household and employment estimates and forecasts in the
NFR area were prepared as part of the NFR planning process, with input from the County
and local jurisdictions within the County. Mountain area forecasts were developed by the
economic analysis firm Coley Forrest as part of the Larimer County planning process.
•
Forecasts on County roads that will be most directly influenced by redevelopment of the
Fossil Creek Planning Area between Fort Collins and Loveland are based on focused traffic
analysis performed as part of the Fossil Creek planning process.
Trip generation rates that were developed for the NFR regional forecasting model were used
for both the areas within and outside of the NFR planning area. The trip generation growth
rates for each area were applied to the existing traffic volumes on County Road segments
to forecast 2020 traffic volumes. Trip generation estimates, forecasts, and growth rates
were calculated including incorporated municipalities of Wellington, Estes Park, and
Berthoud, since traffic volume growth rates in surrounding zones is so closely tied to the
municipal traffic growth.
Table 3 shows that household employment and vehicle trips in the unincorporated part of
Larimer County are all expected to more than double from 1995 to 2020.
Figures 9A and 9B show the year 2020 daily traffic forecasts that result. An accumulation of traffic
on the major county road system shows that daily vehicle miles of travel (VMT) are expected to more
than double from 1995 (619,000 VMT) to 2020 (1,310,000 VMT).
23
Table 3
Household, Employment and Trip Generation Growth Forecasts by Area
Unincorporated Larimer County
Households
Employment
Vehicle Trips
Area
1995
2020
1995
2020
1995
2020
Growth
Factor
1995 2020
1
6,590
17,930
11,290
27,340
156,000
406,300
2.6
2
5,510
16,360
3,710
11,120
72,900
245,900
3.4
3
50
3,410
1,150
3,060
8,000
62,700
7.8
4
850
2,170
370
1,280
12,700
42,400
3.3
5
3,460
3,810
610
1,080
41,000*
60,800*
1.5*
6
1,100
3,200
260
680
14,200
39,600
2.8
7
3,440
4,010
970
1,630
134,200**
181,400**
1.4**
8
2,370
5,310
210
410
70,600***
107,700***
1.5***
9
1,250
1,200
380
640
17,700
18,800
1.1
Total
24,600
57,400
19,000
47,240
527,300
1,165,600
2.2
* Includes Wellington
** Includes Estes Park
*** Includes Berthoud
25
3.2
Long Range Roadway Plan
3.2.1
County Roads
Capacity-driven roadway improvement needs were identified for the long-range future in a similar
manner as short-range improvement needs. Figures 10A and 10B show long-range capacity driven
roadway improvement needs, including roadway paving projects, lane and shoulder widening
projects, and additional lanes. These project needs are in addition to those needs identified
previously that are associated with existing traffic levels.
Roadway Paving Projects
Twenty-seven segments of the major county roadway system are forecast to have traffic levels
requiring paving by the Year 2020, comprising about 34 roadway miles.
Lane and Shoulder Width Roadway Improvement Projects
Seventeen lane and shoulder widening projects have been identified, comprising about nine
roadway miles.
Roadway Widening - Additional Through Lanes
Thirty-four two-lane roadway segments have been forecast to require widening to four lanes by the
Year 2020 to accommodate traffic growth at desired levels of service. These 34 projects total
approximately 33 miles.
Two additional roadway improvement categories were identified for the long-range future. Four
roadway extension projects were identified by the Technical Advisory Group as being needed to
complete the County major roadway network. Included are extensions of County Roads 16, 32,
37E and 82, which total 5.7 miles of roadway construction.
In addition, 16 intersections were identified that are forecasted to warrant signalization based on
Year 2020 traffic forecasts. These locations were identified by comparing forecasted volumes to
the Manual on Uniform Traffic Control Devices’ (MUTCD) peak hour volume warrant. The MUTCD
is a traffic engineering manual which presents traffic volume thresholds which most local
governments throughout the nation, including Larimer County, use to determine if a traffic signal is
warranted.
Figures 11A and 11B show the long-range roadway system that results from the improvement
projects described above, in addition to projects that have already been committed by the County
or State. Future roadway functional classifications were assigned to roadways based on their
planned future functions and the classifications defined in Section 2 of this plan. Conceptual cost
estimates for long-range roadway improvement needs, in current dollars, total $91 million.
28
3.2.2
State Highways
Based on projected 2020 traffic forecasts widening of 29.5 miles of State Highways, including
segments of SH 1, US 34, SH 56, SH 60, US 287, SH 392 and SH 402 will require additional lanes
to meet 2020 demands. These projects are estimated to cost approximately $59 million. In addition,
a segment of I-25 has been identified as requiring widening to maintain adequate LOS.
3.3
Bicycle Facilities
The North Front Range Transportation and Air Quality Planning Council developed the Regional
Bicycle/Pedestrian Plan for the North Front Range in 1995 which include a detailed plan for Larimer
County. Therefore, this County transportation planning effort has not attempted to duplicate those
studies.
However, based on these planning studies, it was determined that approximately 84 miles of bicycle
lanes would be necessary in order to provide a complete and continuous bicycle system among the
adjoining cities and the County. Figure 12 illustrates the proposed bicycle plan for the County and
adjoining cities. Conceptual cost estimates for these projects total $10 million.
3.4
Transit System
A detailed and comprehensive transit development plan has recently been completed for Larimer
County which also includes the cities of Fort Collins and Loveland. The purpose of that plan was
to develop a seven-year Transit Development Plan (TDP) for public and specialized transit services
in Larimer County. Therefore, this transportation plan has not attempted to duplicate those efforts.
However, the following is a summary of the proposed transit plan from the TDP planning efforts.
Figure 13 conceptually depicts this plan.
Loveland-Fort Collins
Fixed route service and complimentary ADA Paratransit service should be provided. The existing
dialysis service should also be continued.
Fixed Route Service
Establish fixed route service for the following intercity connections:
•
•
•
•
•
Fort Collins-Greeley
Fort Collins-Denver
Loveland-Greeley
Fort Collins-Boulder
Estes Park-Loveland
33
Commuter Pool/VanGo
The carpool and vanpooling program should be expanded to better service rural Larimer County.
Fort Collins Urban Growth Area
Transfort services should be expanded into the Urban Growth Area outside the city limits with
expanded service on Route 9 to Laporte and on Route 1 to Wellington.
Loveland Influence Area
Loveland transit services should be expanded into the Loveland Influence Area outside the city
limits, including fixed route transit and complimentary ADA Paratransit service.
Berthoud Area
The Berthoud Area Transit should be expanded to provide connections to intercity services as they
are developed.
Estes Park Area
The current Pick-Me-Up volunteer mileage reimbursement program should be expanded.
3.5
Passenger Rail System
Although passenger rail service in Larimer County is not available at this time, the concept of
commuter rail using existing rail lines is beginning to develop. A recent CDOT state-wide study of
passenger rail need and feasibility identified a passenger rail corridor connecting the Denver
metropolitan area with Loveland and Fort Collins as being among the highest priority potential
corridors in the state. CDOT is currently conducting a Transportation Alternatives Feasibility Study
of potential rail or roadway improvements in this regional corridor. It is anticipated that if this service
were to be provided, it would initially be accessed along US 287 in north Fort Collins at the common
intersection of the existing rail lines. Although commuter rail lines should not have an excessive
number of stops, as demand for this service grows, another station might be considered in
conjunction with the development of the mobility corridors along US 287 to the south
3.6
Potential Mobility Corridors
The concept of a mobility corridor is to provide/accommodate future transportation technologies
including light rail or other passenger rail systems. It is anticipated that mobility corridors will be a
key in the future transportation system serving development centers identified by the land use plan.
36
The purpose of identifying potential mobility corridors at this time is to reserve right-of-way in the
development of land use planning for future roadway extensions and expansions to accommodate
this concept. Therefore, as part of the future roadway network, it is essential that various mobility
corridors be identified for future transportation needs. The following roadways have been identified
by the PLUS Steering Committee and the Technical Advisory Group as potential mobility corridors
and are highlighted in Figure 14:
•
•
•
•
•
•
•
Interstate 25
US 287, College Avenue, Lincoln Avenue
US 34, Eisenhower Boulevard
State Highway 1
State Highway 14, Mulberry Street
State Highway 56
State Highway 392, County Road 32
37
4.0
GUIDING PRINCIPLES AND IMPLEMENTING STRATEGIES
4.1
Transportation Theme
The Transportation Plan shall support and encourage the land use patterns and policies established
by the Master Plan and shall provide a balanced, economically feasible multi-modal transportation
system for safe and efficient travel in the County.
4.2
Guiding Principles
Roadways
1.
Establish roadway standards that:
•
•
Fit the varying development patterns in the Land Use Master Plan.
Define new roadway construction as well as recognize the ability to improve
existing roads.
Encourage alternative modes of transportation.
Improve air quality and visual aesthetics.
Enhance capacity and safety.
•
•
•
2.
Establish traffic impact requirements to identify the need for improvements created by future
development in order to meet adopted level of service standards.
3.
Identify a methodology for prioritizing projects in a Capital Improvement Program which
emphasizes the importance of maintaining the existing roadway system.
Transit
1.
Participate in a cooperative effort with adjoining cities to develop a preferred transit system
in defined corridors of the urban growth areas and a system for expanded inter-city routes.
2.
Establish standards for transit accessible design of developments within the urban growth
areas.
3.
Support the expansion of para-transit services and carpool/vanpool programs in non-urban
areas.
Bicycles
1.
Establish a bicycle plan that recognizes the need to serve both commuter use (primarily in
urban growth areas) and recreational use.
2.
Coordinate the bicycle plan with the plans of adjoining cities/counties.
39
Travel Demand Management
1.
Support the regional travel demand management (TDM) program by encouraging all major
employers to adopt a TDM program and by adopting incentives for promoting use of
alternative modes of transportation and for implementing telecommuting programs.
Transportation Funding
1.
Establish and implement a transportation impact fee program that ensures that development
equitably pays for necessary improvements. This program will include:
•
•
•
Construction of improvements identified through the Traffic Impact Study.
A traffic improvement fee to support other improvements in the vicinity of the development.
A regional improvement fee to support enhancements to the state highway system.
2.
Identify methods to share costs with adjacent cities and other governmental entities.
3.
Establish a mechanism which allows a party who initially funds the cost of an improvement
to be reimbursed by future developments which also impact that facility.
4.3
Implementing Actions
Roadways
•
Adopt the Roadway Functional Classification Map as an element of the County Master Plan.
•
Review and update the Roadway Functional Classification Map every five years to show
general alignments of future roads.
•
Adopt and implement typical roadway sections as standards for development regulations.
•
Require all proposed developments to comply with the County Transportation Plan.
•
Adopt and implement the traffic impact study guidelines that would require the identification
of development-related transportation impacts, as well as improvements and/or necessary
mitigation steps to address impacts.
•
Prioritize the Capital Improvement Program budgets for roadway maintenance and
improvement projects.
•
Implement access management plans for key arterial roadways.
40
Transit
•
Adopt the Transit Development Plan as an element of the County Master Plan.
•
Review and update the Transit Development Plan on a regular basis.
•
Prioritize and seek funding for the expansion of para-transit services and carpool/vanpool
programs in non-urban area; and for the development of transit transfer center, multi-modal
transportation center and park & ride lots.
Bicycles
•
Adopt a bicycle plan as an element of the County Master Plan.
•
Review and update the bicycle plan on a regular basis for general alignment of routes in
areas expected to develop in the future.
•
Continue to work cooperatively with the cities of Fort Collins and Loveland, County Parks and
area bicyclists on coordination of bicycle projects and improvements.
Travel Demand Management
•
Develop and fund a countywide TDM program that is coordinated with the regional TDM
efforts.
•
Reserve or acquire right-of-way for future road extensions/expansions in planning for future
mobility corridors.
•
Adopt the County Transportation Plan and the North Front Range Regional Transportation
Plan as an element of the County Master Plan.
•
Review and update the County Transportation Plan every five years to determine its
consistency with other adopted elements of the County Master Plan, goals and objectives.
Transportation Funding
•
Adopt a transportation impact fee program to ensure that proposed developments equitably
pay for necessary local and regional roadway improvements identified by the County.
•
Monitor and regulate the impact fee program to ensure that developments which initially fund
improvement costs are fairly reimbursed by future developments impacting the same facility.
•
Coordinate with the Cities of Fort Collins and Loveland and other governmental agencies
to share common transportation improvement costs.
41
APPENDICES
42
APPENDIX 1
TRANSPORTATION IMPROVEMENT SUMMARY
Improvement Type
# of Projects
Project Mileage
Estimated Cost
Current Roadway Improvement Needs
Paving (Current & Planned
Major Roads)
24
29.5
$19,870,000
Paving (Local Roads)
16
17.7
$13,131,000
Lane & Shoulder Widening
2
0.9
$620,000
Additional Lanes
8
6.8
$11,510,000
Safety, Intersection &
Alignment Projects
23
-
$22,124,000
Bridge Projects
55
-
$21,584,000
Subtotal
128
$88,839,000
Long-Range Roadway Improvement Needs
Paving (Major Roads)
27
34.1
$17,580,000
Lane & Shoulder Widening
17
8.5
$6,700,000
Additional Lanes
34
32.6
$55,540,000
New Roads
4
5.7
$9,210,000
Traffic Signals
16
-
$1,600,000
Subtotal
98
$90,630,000
Bicycle Improvement Needs
Bicycle Projects
20
Improvement Total
246
83.8
$10,048,000
$189,517,000
43
APPENDIX 2
44
02/06/2001
County
Road
Number
Section
Length
(miles)
002E
0.50
US 287
003
4.06
003
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
CR 17
600
8
920
300
460
CR 56
CR 64
35
5
50
142
1.07
CR 64
CR 66
60
5
90
003
2.02
CR 66
CR 70
60
5
004
0.49
CR 27E
SRFCH (E TO G)
180
8
004
1.39
SRFCH (E TO G)
CR 23E
500
8
004
1.47
CR 23E
CR 21
1100
8
004
1.50
CR 21
SH 287
1100
8
005
0.50
SH 392
CR 32E
600
005
2.53
CR 32E
CR 38
220
005
0.18
CR 38
TIMNATH TOWN LIMIT
005
0.49
005
005
Street (From)
Current Lar. Co.
Current Daily Year 2020 Daily Functional
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
203
Minor Collector
2
Gravel
5,000
Minor Collector
$0
$0
64
96
Minor Collector
2
Gravel
200
Major Collector
$0
$0
90
121
182
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
280
88
137
Minor Collector
2
Gravel
200
Minor Collector
$0
$250,000
800
693
1,109
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
1,700
1,619
2,502
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
1,700
1,648
2,547
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
4
2,000
299
996
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
4
700
556
1,770
Minor Collector
2
Gravel
200
Minor Collector
$1,260,000
$0
1400
4
4,700
246
827
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
TIMNATH TOWN LIMIT TIMNATH LIMIT(SPLIT)
1500
4
5,000
735
2,450
Minor Collector
2
Asphalt
6,700
Minor Collector
$0
$0
0.23
TIMNATH LIMIT(SPLIT) TIMNATH TOWN LIMIT
1200
4
4,000
276
920
Minor Collector
2
Asphalt
5,400
Minor Collector
$0
$0
1.06
TIMNATH TOWN LIMIT END 1983 RECONS PROJ 1100
4
3,700
1,161
3,904
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
Street (To)
Current Needs
2020 Needs
Pave
Pave
Pave
7,200
7,200
2020 Functional
Classification
005
0.58
END 1983 RECONS PROJ
CR 42E
1100
4
3,700
638
2,146
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
005
0.50
CR 42E
CR 44
1300
4
4,300
653
2,159
Minor Collector
2
Asphalt
5,400
Minor Collector
$0
$0
005
1.00
CR 44
SH 14
1100
4
3,700
1,101
3,704
Minor Collector
2
Asphalt
5,400
Minor Collector
$0
$0
006
0.27
CR 23E
PROJ SPLIT #78/#113
1400
8
2,100
378
567
Local Road
2
Asphalt
5,800
Minor Collector
$0
$0
006
0.19
PROJ SPLIT #78/#113 CR 23
1400
8
2,100
266
399
Local Road
2
Asphalt
5,800
Minor Collector
$0
$0
007
0.50
CR 24
CR 24E
1000
2
3,400
50
170
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$250,000
007
0.05
CR 24E
CITY LIMIT/UP R-O-W
1000
2
3,400
50
170
Minor Collector
2
Chip & Seal
2,000
007
1.00
CR 36
SH 68
190
1
8,400
190
8,400
Local Road
2
Gravel
150
008E
3.51
CR 31
CR 23
1200
8
1,800
4,214
6,322
Minor Collector
2
Asphalt
5,400
009
1.00
CR 16
SH 402
160
2
500
160
501
Minor Collector
2
Asphalt
009
0.25
CR 20C
20E
800
2
2,700
200
675
Major Collector
2
009
0.70
LOVELAND CITY LIMIT SURFCHG/WIDTH CHANGE2100
2
7,100
1,470
4,970
Major Collector
009
0.43
SURFACE/WIDTH CHANGE
CITY LM/WHITEBARK PL
1300
2
4,400
556
1,883
009
1.01
CR 30
CR 32
200
2
700
201
009
1.03
GATE
CR36
200
1
4,000
205
SH 68
Pave
11,900
$0
$30,000
$500,000
$0
Minor Collector
$0
$0
9,600
Minor Collector
$0
$0
Asphalt
8,900
Major Collector
$0
$0
2
Asphalt
8,100
Major Collector
$0
$0
Major Collector
2
Asphalt
10,900
Major Collector
$0
$0
704
Major Collector
2
Gravel
150
Pave
11,900
Major Collector
$500,000
$0
4,100
Minor Collector
2
Asphalt
150
Pave
11,900
Minor Collector
$0
$510,000
Pave
11,900
Pave
Pave
Pave
11,900
Minor Collector
Pave
11,900
Arterial
009
0.97
CR 36
110
1
10,000
107
9,690
Minor Collector
2
Gravel
150
Arterial
$0
$480,000
009
0.98
CR 40 (HORSETOOTH) CR 42 (DRAKE)
400
1
1,000
391
977
Minor Collector
2
Asphalt
10,900
Minor Collector
$0
$0
009
1.23
CR 44 (PROSPECT)
SH 14 FRONTAGE RD
3900
1
3,900
4,813
4,813
Minor Collector
2
Asphalt
10,100
Minor Collector
$0
$0
009
1.00
CR 52
CR 54
1300
1
3,400
1,300
3,400
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
009
1.00
CR 54
CR 56
950
1
2,500
950
2,500
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
009
1.01
CR 56
CR 58
800
5
1,200
808
1,212
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
009
0.74
SH 1
CR 64 EAST BOUND
1000
5
1,500
737
1,106
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
009
1.00
CR 64 EAST BOUND
CR 66
800
5
1,200
796
1,194
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
009
1.00
CR 66
CR 68
475
5
700
475
699
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
009
1.04
CR 68
CR 70
450
5
700
468
727
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
009
5.95
CR 70
CR 82
80
5
120
476
714
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
009E
0.25
SH 402
SURF CHG - PROJ # 93
1400
2
4,700
350
1,175
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
009E
0.28
SURF CHG - PROJ # 93SURF CHG-END PRJ #93
1400
2
4,700
392
1,316
Minor Collector
2
Asphalt
11,900
Minor Collector
$0
$0
009E
0.44
END PROJECT # 93
CR 20
1400
2
4,700
619
2,077
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
009E
0.29
CR 20
CR 20C
800
2
2,700
233
786
Major Collector
2
Asphalt
8,100
Major Collector
$0
$0
009E
0.30
SH 14
DONELLA CT
4900
1
4,900
1,470
1,470
Arterial
2
Asphalt
10,900
Minor Collector
$0
$0
009E
0.56
INTERNATIONAL BLVDCR 48 (VINE)
4900
1
12,700
2,744
7,112
Arterial
3
Asphalt
10,900
Arterial
$0
$950,000
Page 1
Widen-4 Lanes
20,300
02/06/2001
County
Road
Number
Section
Length
(miles)
010
0.04
CR 23
010
1.98
010E
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
SURF CHG - 6 TO 4
110
8
170
4
6
SURF CHG - 6 TO 4
CR 19
70
8
110
139
1.22
CR 19
CR 17
95
8
150
010E
0.71
CR 17
CR 15C
350
8
010E
0.30
CR 15C
SH 287
750
011
1.00
SH 60
CR 16
011
0.49
CR 16
011
1.00
CR 30
011
0.50
END FT COLS CITY LIMCR 34 (TRILBY RD)
011
0.77
011
0.51
011
Street (From)
Current Lar. Co.
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
218
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
116
183
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
500
249
355
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
8
1,100
225
330
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
180
2
600
180
600
Minor Collector
2
Gravel
150
Pave
Pave
11,900
Minor Collector
$500,000
$0
CR 16E
210
2
700
103
343
Minor Collector
2
Gravel
150
Pave
Pave
11,900
Minor Collector
$250,000
$0
CR 32
2000
2
6,700
2,000
6,700
Major Collector
2
Asphalt
11,900
Major Collector
$0
$0
1700
1
8,900
850
4,450
Major Collector
2
Asphalt
11,900
Major Collector
$0
$0
CR 34
FORT COLLINS CITY LIMIT 2600
1
8,600
2,002
6,622
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
CR 50
CR 50E
2100
1
5,500
1,061
2,778
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
0.50
CR 50E
CR 52
1100
1
2,900
550
1,450
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
011
1.00
CR 52
CR 54
650
1
1,700
650
1,700
Major Collector
2
Asphalt
11,900
Major Collector
$0
$0
011C
1.55
CR 24E
CR 28
1400
2
4,700
2,170
7,285
Major Collector
2
Asphalt
8,900
Major Collector
$0
$0
011C
1.01
CR 28
CR 30
1900
2
6,400
1,919
6,464
Major Collector
2
Asphalt
11,900
Major Collector
$0
$0
011C
0.19
SH 14
CR 46E
2000
1
5,200
380
988
Local Road
2
Asphalt
8,300
Minor Collector
$0
$0
011F
0.36
SH 14
CR 46E
7500
1
9,600
2,700
3,456
Local Road
3
Asphalt
11,900
Major Collector
$0
$0
011H
0.66
SH 402
LOVELAND CITY LIMITS
550
2
1,900
363
1,254
Minor Collector
2
Asphalt
7,700
Minor Collector
$0
$0
012
1.81
CR 29
CR 23
425
8
700
770
1,268
Minor Collector
2
Asphalt
10,100
Minor Collector
$0
$0
013
1.53
SH 60
CR 16E
325
2
1,100
497
1,682
Minor Collector
2
Asphalt
8,900
Minor Collector
$0
$0
013
0.21
29TH ST
BEGIN LVLND CITY LIM
3100
2
10,400
651
2,184
Major Collector
2
Asphalt
8,900
Major Collector
$0
$150,000
013
0.15
END LVLND CITY LIMITSURF CHG (6 TO 4)
700
2
2,400
106
365
Major Collector
2
Asphalt
9,600
013
0.04
SURF CHG (6 TO 4)
1200
2
4,000
53
176
Major Collector
2
Gravel
150
013
0.75
CR 28 (EAST 57TH ST) CR 30 EASTBOUND
400
2
1,300
300
975
Minor Collector
2
Asphalt
8,100
013
0.28
FT COLS CITY LIMIT
CR 50E(COUNTRY CLUB) 6000
1
15,600
1,656
4,306
Major Collector
2
Asphalt
9,600
013C
0.49
CR 16E
SH 402
850
2
2,900
417
1,421
Minor Collector
2
Asphalt
8,100
013C
0.88
SH 402
LOVELAND CITY LIMITS
2800
2
9,400
2,464
8,272
Minor Collector
2
Asphalt
6,800
013E
0.07
CR 24E WEST BOUND CR 24E EAST BOUND
2300
2
7,800
161
546
Minor Collector
2
Asphalt
8,900
013E
0.29
CR 24E EAST BOUND LOVELAND CITY LIMITS
4800
2
16,200
1,392
4,698
Minor Collector
2
Asphalt
Street (To)
CR 24E WEST BOUND
Current Needs
2020 Needs
2020 Functional
Classification
Lane/Sh Wid
11,900
Major Collector
$0
$0
Pave
11,900
Major Collector
$20,000
$0
Minor Collector
$0
$0
Widen-4 Lanes
20,300
Major Collector
$0
$470,000
Minor Collector
$0
$0
Lane/Sh Wid
11,900
Minor Collector
$0
$620,000
Minor Collector
$0
$0
9,600
Lane/Sh Wid
11,900
Minor Collector
$0
$200,000
Lane/Sh Wid
11,900
Pave
013E
0.29
LOVELAND CITY LIMITSCR 28
2900
2
9,800
841
2,842
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$200,000
014
0.80
CR 23 SOUTH BOUND CR 21 NB
2100
8
3,200
1,684
2,566
Minor Collector
2
Asphalt
5,800
Major Collector
$0
$0
014
2.00
CR 21
CR 17
1200
2
4,000
2,395
7,984
Minor Collector
2
Asphalt
9,600
Major Collector
$0
$0
014
1.21
CR 17
SH 287
1600
2
5,400
1,936
6,534
Minor Collector
2
Asphalt
8,900
Major Collector
$0
$0
015
2.27
CR 905
CR 6C
650
8
1,000
1,474
2,268
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
015
1.26
SH 287
CR 16
1000
2
3,400
1,260
4,284
Minor Collector
2
PCCP
7,700
Minor Collector
$0
$0
015
0.33
LOVELAND CITY LIMITSUS 287
3500
2
11,800
1,155
3,894
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$230,000
015
3.14
SH 1
CR 64
1500
5
2,200
4,710
6,908
Major Collector
2
Asphalt
5,500
Major Collector
$0
$0
015
3.08
CR 64
CR 70
900
5
1,300
2,772
4,004
Major Collector
2
Asphalt
6,000
Major Collector
$0
$0
015
1.03
CR 70
CR 72
1100
5
1,600
1,133
1,648
Major Collector
2
Asphalt
5,500
Major Collector
$0
$0
015
2.98
CR 72
CR 78
425
5
600
1,267
1,788
Major Collector
2
Asphalt
6,000
Major Collector
$0
$0
015
2.00
CR 78
CR 82
190
5
280
380
560
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
016
1.01
CR 17
CR 15
1000
2
3,400
1,005
3,417
Minor Collector
2
Asphalt
8,900
Minor Collector
$0
$0
016
0.21
CR 11
SRFCH (E TO G)
160
2
500
33
103
Minor Collector
2
Gravel
150
016
0.10
CR 15
US 287
NA
2
016
0.79
SURFCH (4 TO 6)
CR 9
325
2
1,100
256
868
Minor Collector
2
Asphalt
016
1.82
CR 9
I 25 WEST FRONTAGE
325
2
1,100
592
2,003
Minor Collector
2
Asphalt
Pave
11,900
Minor Collector
$100,000
$0
New 2-Lane
8,900
Minor Collector
$0
$130,000
8,900
Minor Collector
$0
$0
8,900
Minor Collector
$0
$0
2
Page 2
Lane/Sh Wid
Pave
02/06/2001
County
Road
Number
Section
Length
(miles)
016E
0.80
BEGINNING
016E
0.26
016E
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
CR 21
275
2
900
220
720
CR 13C (ST LOUIS)
SURF CHG (6 TO 4)
500
2
1,700
132
0.99
SURF CHG (6 TO 4)
CR 11
180
2
600
017
1.01
CR 2E
CR 4E
300
8
017
1.01
CR 4E
CR 6E
500
017
0.50
CR 6E
SH 287
017
1.52
SH 287
CR 10E EAST BOUND
017
1.61
CR 10E EAST BOUND CR 14
017
1.00
CR 14
Street (From)
Current Lar. Co.
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Minor Collector
2
Asphalt
6,900
Local
$0
$0
447
Minor Collector
2
Asphalt
6,900
Minor Collector
$0
$0
177
592
Minor Collector
2
Gravel
150
Minor Collector
$490,000
$0
500
302
503
Local Road
2
Asphalt
7,200
Minor Collector
$0
$0
8
800
503
805
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
1800
8
2,800
902
1,403
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
8500
8
12,500
12,895
18,963
RR-Arterial
2
Asphalt
5,800
Widen-4 Lanes
Widen-4 Lanes
21,900
RR-Arterial
$2,580,000
$0
8500
8
12,500
13,677
20,113
RR-Arterial
2
Asphalt
5,800
Widen-4 Lanes
Widen-4 Lanes
21,900
RR-Arterial
$2,740,000
$0
CR 16/LOVELAND CITY LIMITS
10500
2
14,700
10,500
14,700
RR-Arterial
2
Asphalt
9,600
Widen-4 Lanes
Widen-4 Lanes
20,300
RR-Arterial
$1,700,000
$0
Street (To)
Current Needs
Pave
2020 Needs
Pave
11,900
2020 Functional
Classification
017
0.63
END LOVELAND CITY LM
CR 28 (57TH ST)
9500
2
16,300
5,985
10,269
RR-Arterial
2
Asphalt
9,600
Widen-4 Lanes
20,300
RR-Arterial
$0
$1,070,000
017
0.25
CR 28 (57TH ST)
8000
2
13,700
2,000
3,425
RR-Arterial
2
Asphalt
10,900
Widen-4 Lanes
20,300
RR-Arterial
$0
$430,000
017
0.50
LVLND CITY LIM SPLIT END LVLND SPLIT
8500
2
13,000
4,225
6,461
RR-Arterial
2
Asphalt
10,900
Widen-4 Lanes
20,300
RR-Arterial
$0
$840,000
017
1.25
END LVLND SPLIT
8500
1
13,000
10,591
16,198
RR-Arterial
2
Asphalt
10,900
Widen-4 Lanes
20,300
RR-Arterial
$0
$2,120,000
017
1.00
FT COLLINS CITY LIMT CR 34 (TRILBY)
8500
1
13,000
8,500
13,000
RR-Arterial
2
Asphalt
10,900
Widen-4 Lanes
20,300
RR-Arterial
$0
$1,700,000
017
0.83
CR 34 (TRILBY)
10000
2
15,300
8,300
12,699
RR-Arterial
2
Asphalt
10,900
Widen-4 Lanes
20,300
RR-Arterial
$0
$1,410,000
Widen-4 Lanes
20,300
LVLND CITY LIM SPLIT
FT COLLINS CITY LIMT
FT COLLINS CITY LIM
017
1.01
CR 48 (VINE)
CR 50 (WILLOX)
6500
1
16,900
6,559
17,052
Major Collector
2
Asphalt
9,600
Arterial
$0
$1,720,000
017
1.00
CR 50
SH 287
3700
1
9,600
3,696
9,590
Major Collector
2
Asphalt
10,900
Arterial
$0
$0
017
1.01
SH 287
CR 54
2100
1
5,500
2,111
5,528
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
017
0.70
CR 54
CR 56 & (TRAVIS RD)
700
5
1,000
487
695
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
018
1.50
CR 23E
CR 21
1300
2
4,400
1,946
6,587
Minor Collector
2
Asphalt
10,900
Minor Collector
$0
$0
018
2.45
I-25 E. FRONTAGE RD CR 901
1900
3
14,900
4,649
36,460
RR-Minor Collector
2
Asphalt
5,800
RR-Arterial
$0
$4,160,000
018E
2.05
CR 31
CR 29
1300
7
1,800
2,665
3,690
Minor Collector
2
Asphalt
3,200
Minor Collector
$0
$0
018E
0.50
SH 287
CR 13C (ST LOUIS AV)
1300
2
4,400
653
2,209
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
019
0.25
CR 10
CR 10E
120
8
180
30
45
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
019
1.00
LOVELAND N. CTY LIMTCR 28 (57TH ST)
8000
2
14,100
8,000
14,100
RR-Arterial
2
Asphalt
9,600
Widen-4 Lanes
20,300
RR-Arterial
$0
$1,700,000
8000
1
14,400
3,504
6,307
RR-Arterial
2
Asphalt
9,600
Widen-4 Lanes
20,300
RR-Arterial
$0
$740,000
8000
1
14,400
20,440
36,792
RR-Arterial
2
Asphalt
9,600
Widen-4 Lanes
20,300
RR-Arterial
$0
$4,340,000
BEGIN PROJECT # 37
Widen-4 Lanes
21,900
019
0.44
CR 28 (57TH ST)
019
2.56
BEGIN PROJECT # 37 CR 34 (TRILBY)/ENDS 37
019
1.01
CR 34 (TRILBY)
END 1987 OVERLAY/CL
8500
1
14,800
8,560
14,904
RR-Arterial
2
Asphalt
9,600
Widen-4 Lanes
20,300
RR-Arterial
$0
$1,710,000
019
0.51
CR 38 (HARMONY)
CR 38E
13500
1
23,500
6,831
11,891
RR-Arterial
2
Asphalt
9,600
Widen-4 Lanes
Widen-4 Lanes
20,300
RR-Arterial
$860,000
$0
019
0.51
CR 38E
CR 40 (W HORSETOOTH) 15500
1
27,000
7,828
13,635
RR-Arterial
2
Asphalt
10,900
Widen-4 Lanes
Widen-4 Lanes
20,300
RR-Arterial
$860,000
$0
019
0.50
CR 46E (LAPORTE)
CR 48 (VINE DR)
6500
1
16,900
3,257
8,467
Major Collector
2
Asphalt
9,600
Widen-4 Lanes
20,300
Arterial
$0
$850,000
019
1.08
CR 48 (VINE DR)
LR19-1.1-48 (POUDRE)
4900
1
12,700
5,292
13,716
Major Collector
2
Asphalt
9,600
Widen-4 Lanes
20,300
Arterial
$0
$1,840,000
019
0.93
LR19-1.1-48 (POUDRE) CR 54G (OLD US 287)
3900
5
5,800
3,608
5,365
Major Collector
2
Asphalt
6,600
Arterial
$0
$0
019
2.01
CR 54G (OLD 287)
CR 56
1700
5
2,500
3,415
5,023
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
019
0.51
CR 56
BEGIN PROJECT # 88
1600
5
2,400
822
1,234
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
019
1.19
BEGIN PROJECT # 88 END PROJECT # 88
1200
5
1,800
1,433
2,149
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
019
0.77
END PROJECT # 88
CR 60E
1200
5
1,800
922
1,382
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
019
2.44
CR 60E
CR 66
700
5
1,000
1,711
2,444
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
019
2.00
CR 66
CR 70
350
5
500
701
1,002
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
020
1.60
CR 29
CR 23H
1700
7
2,300
2,720
3,680
Major Collector
2
Asphalt
3,400
Major Collector
$0
$0
020
0.51
CR 23H
LOVELAND CITY LIMIT
2600
7
3,500
1,326
1,785
Major Collector
2
Asphalt
3,900
Major Collector
$0
$0
020
0.55
LOVELAND CITY LIMIT CR 9E
1400
2
4,700
770
2,585
Major Collector
2
Asphalt
8,900
Major Collector
$0
$0
020C
0.48
CR 9E
CR 9
800
2
2,700
384
1,296
Major Collector
2
Asphalt
8,900
Major Collector
$0
$0
021
0.74
COUNTY LINE
SRFCH (5 TO 6)
2600
8
4,000
1,924
2,960
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
021
0.28
SRFCH (5 TO 6)
CR 4
2700
8
4,100
756
1,148
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
021
2.02
CR 4
SH 56
2500
8
3,800
5,050
7,676
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
Page 3
02/06/2001
County
Road
Number
Section
Length
(miles)
021
1.01
SH 56
021
0.99
021
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
CR 10
55
8
80
56
81
CR 14
CR 16
2300
2
7,800
2,277
1.00
CR 16
CR 18
3400
2
11,500
021
1.18
CR 18
CR 20
1800
2
021
0.15
CR 46 (MULBERRY)
BEGIN 87 OVERLAY
7500
1
021
0.38
BEGIN 1987 OVERLAY CR 46E (LAPORTE)
7000
5
021
0.50
CR 46E (LAPORTE)
CR 48 (VINE)
6000
5
021
1.01
CR 48 (VINE)
CR 50/DR TO CLP FARM
5500
1
Street (From)
Street (To)
Current Lar. Co.
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Minor Collector
2
Gravel
200
Minor Collector
$0
7,722
Minor Collector
2
Asphalt
8,900
Minor Collector
$0
$0
3,400
11,500
Minor Collector
2
Asphalt
8,900
$0
$700,000
6,100
2,124
7,198
Minor Collector
2
Asphalt
9,600
19,500
1,125
2,925
Arterial
2
Asphalt
9,600
10,400
2,660
3,952
Arterial
2
Asphalt
5,800
8,900
3,000
4,450
Arterial
2
Asphalt
5,800
14,300
5,555
14,443
Arterial
2
Asphalt
9,600
Current Needs
2020 Needs
2020 Functional
Classification
$0
Lane/Sh Wid
11,900
Minor Collector
Minor Collector
$0
$0
Widen-4 Lanes
20,300
Arterial
$0
$260,000
Lane/Sh Wid
Widen-4 Lanes
21,900
Arterial
$270,000
$650,000
Lane/Sh Wid
Widen-4 Lanes
21,900
Arterial
$350,000
$850,000
Widen-4 Lanes
20,300
Arterial
$0
$1,720,000
021
1.26
CR 70
CR 72
160
5
240
202
302
Minor Collector
2
Gravel
200
Pave
7,200
Minor Collector
$0
$630,000
021C
0.30
CR 50
BEGIN 1989 OVERLAY
4700
1
12,200
1,410
3,660
Major Collector
2
Asphalt
9,600
Lane/Sh Wid
11,900
Major Collector
$0
$210,000
021C
0.26
BEGIN 1989 OVERLAY CR 50E-BINGHAM HILL
4700
1
12,200
1,199
3,111
Major Collector
2
Asphalt
9,600
Lane/Sh Wid
11,900
Major Collector
$0
$180,000
021C
0.61
CR 50E
CR 54G (OLD 287)
3400
5
5,000
2,077
3,055
Major Collector
2
Asphalt
5,800
Major Collector
$0
$0
021C
0.21
CR 54G (OLD 287)
END CURB AND GUTTER 2000
5
3,000
418
627
Minor Collector
2
Asphalt
5,000
Minor Collector
$0
$0
021C
0.93
END CURB AND GUTTER
SURFACE/WIDTH CHANGE1400
5
2,100
1,305
1,957
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
021C
0.45
SURFACE/WIDTH CHANGE 800
5
1,200
362
544
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
021C
0.33
CR 56
750
5
1,100
248
363
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
023
1.02
CR 6
SH 56
1300
8
1,990
1,326
2,030
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
023
1.55
CR 8E
CR 12
2200
8
3,400
3,414
5,277
Major Collector
2
Asphalt
7,200
Major Collector
$0
$0
023
1.03
CR 12
CR 14
2000
8
3,100
2,066
3,202
Major Collector
2
Asphalt
7,200
Major Collector
$0
$0
023
0.27
CR 38E
SURFACE/WIDTH CHANGE2100
6
5,900
567
1,593
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
023
1.30
CR 42C
2100
1
5,500
2,720
7,123
Minor Collector
2
Asphalt
8,300
Minor Collector
$0
$0
023
0.37
CR 42C
SURF CHG (4 TO 6)
1500
1
3,900
549
1,427
Minor Collector
2
Asphalt
8,300
Minor Collector
$0
$0
023
3.49
SURF CHG (4 TO 6)
CR 48C
950
1
2,500
3,317
8,730
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
023
0.70
CR 48C
CR 25G
900
1
2,300
631
1,612
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
023
1.43
CR 25G
CR 52E - RIST CYN RD
1300
5
1,900
1,858
2,715
Minor Collector
2
Asphalt
5,400
Minor Collector
$0
$0
023E
1.01
COUNTY LINE
CR 4-SURF CHANGE
1700
8
2,600
1,717
2,626
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
023E
0.99
CR 4
CR 6
2000
8
3,100
1,980
3,069
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
023E
0.99
CR 18
CR 20
1100
2
3,700
1,084
3,645
Minor Collector
2
Asphalt
11,900
Minor Collector
$0
$0
023H
0.36
US 34
END PN 193
2200
7
3,000
792
1,080
Local Road
2
Asphalt
6,600
Minor Collector
$0
$0
023H
0.65
END PN 193
CR 24/CR 25
1900
7
2,600
1,235
1,690
Local Road
2
Asphalt
5,800
Minor Collector
$0
$0
024
0.44
CR 7
I-25 W. FRONTAGE RD
425
2
1,400
187
616
Minor Collector
2
Asphalt
10,900
Minor Collector
$0
$0
024E
0.53
CR 13E (MONROE)
CR 13 (MADISON)
650
2
2,200
345
1,166
Major Collector
2
Chip & Seal
2,000
Major Collector
$0
$270,000
024E
0.25
CR 13 (MADISON)
BEGIN LVLND CITY LIM
2500
2
8,400
625
2,100
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
024E
0.14
END LVLND CITY LIMITCR 11C
2500
2
8,400
350
1,176
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
024E
0.96
CR 9
CR 7
1000
2
3,400
960
3,264
Minor Collector
2
Asphalt
10,900
Minor Collector
$0
$0
025E
1.35
CR 52E/SH 28
CR 54E
275
5
410
371
554
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
025G
1.23
CR 38E
IRENE WAY
1300
6
3,600
1,600
4,432
Minor Collector
2
Asphalt
5,400
Minor Collector
$0
$0
027
1.08
SH 34
CR 24H
1800
7
2,400
1,944
2,592
Minor Collector
2
Asphalt
3,400
Minor Collector
$0
$0
027
1.88
CR 24H
CR 29
1600
7
2,200
3,008
4,136
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
027
2.24
CR 29
CR 38E
1300
7
1,800
2,912
4,032
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
027
3.69
CR 38E
SRFCH (G TO E)
950
7
1,300
3,506
4,797
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
027
6.94
SRFCH (G TO E)
CR 44H
240
7
320
1,666
2,221
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
027
3.72
CR 44H
CR 52E
170
7
230
632
856
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
027
5.16
CR 52E
SH 14
120
7
160
619
826
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
027E
3.10
CR 4
CR 8E
95
8
150
295
465
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
028
1.01
CR 19 (WILSON)
CR 17 (TAFT AVE)
600
1
1,600
603
1,608
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
Page 4
Pave
11,900
02/06/2001
County
Road
Number
Section
Length
(miles)
028
1.00
CR 17 (TAFT AVE)
028
0.50
028
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
SH 287
3800
2
12,800
3,811
12,838
SH 287
CR 13E
4800
2
16,200
2,390
1.25
CR 13E
CR 11C
2100
2
7,100
029
3.16
CR 12
CR18E (POLE HILL RD)
450
8
029
0.34
CR18E (POLE HILL RD)CR 20
1800
029
1.72
CR 20
SH 34
029
1.12
SH 34
029
1.71
029
Street (From)
Current Lar. Co.
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Minor Collector
2
Asphalt
10,900
Widen-4 Lanes
20,300
Major Collector
$0
$1,710,000
8,068
Minor Collector
2
Asphalt
10,900
Widen-4 Lanes
20,300
Major Collector
$0
$850,000
2,619
8,854
Minor Collector
2
Asphalt
10,100
Major Collector
$0
$0
700
1,422
2,213
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
8
2,800
607
944
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
1200
7
1,600
2,059
2,746
Major Collector
2
Asphalt
3,400
Major Collector
$0
$0
SRFCH (G TO E)
425
7
600
476
672
Minor Collector
2
Asphalt
3,200
Minor Collector
$0
$0
SRFCH (G TO E)
SRFCH (E TO G)
220
7
300
375
512
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
1.34
SRFCH (E TO G)
CR 27
325
7
440
435
589
Minor Collector
2
Asphalt
3,200
Minor Collector
$0
$0
030
1.19
SH 287
CR 13 SOUTH BOUND
250
2
800
298
952
Minor Collector
2
Asphalt
8,900
Minor Collector
$0
$0
030
0.87
CR 13 SOUTH BOUND CR 13 NORTH BOUND
250
2
800
218
696
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
030
0.39
CR 13 NORTH BOUND SURF CHG (4 - 6)
240
2
800
94
312
Minor Collector
2
Asphalt
8,300
Minor Collector
$0
$0
030
0.43
SURF CHG (4 TO 6)
SURF CHG (6 TO 4)
1900
2
6,400
817
2,752
Major Collector
2
Asphalt
11,900
Major Collector
$0
$0
030
0.91
SURF CHG (6 TO 4)
CR 9
550
2
1,900
498
1,721
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
031
0.50
BEGIN MAINT
SURF CHG
400
8
600
200
300
Local Road
2
Gravel
200
Minor Collector
$250,000
$0
031
1.16
SURF CHG
CR 8E
800
8
1,200
928
1,392
Local Road
2
Asphalt
5,400
Minor Collector
$0
$0
031
4.86
CR 8E
CR 18E
800
8
1,200
3,890
5,834
Minor Collector
2
Asphalt
5,400
Minor Collector
$0
$0
032
0.60
US 287
SURFACE CHANGE
4600
1
12,000
2,746
7,164
RR-Arterial
2
Asphalt
11,900
RR-Arterial
$0
$1,010,000
032
0.41
SURFACE CHANGE
CR 13
4900
1
12,300
1,999
5,018
RR-Arterial
2
Chip & Seal
2,000
032
1.24
CR 11
CR 9
4800
1
15,100
5,966
18,769
RR-Arterial
2
Asphalt
9,600
Street (To)
Current Needs
Pave
2020 Needs
Pave
Widen-4 Lanes
Pave
5,400
20,300
2020 Functional
Classification
Widen-4 Lanes
20,300
RR-Arterial
$200,000
$690,000
Widen-4 Lanes
20,300
RR-Arterial
$0
$2,110,000
$2,140,000
032
1.26
CR 9
SRFCH
5000
1
15,100
6,285
18,981
RR-Arterial
2
Asphalt
9,600
Widen-4 Lanes
20,300
RR-Arterial
$0
032
0.14
SRFCH
I-25 W. FRONTAGE RD
5000
4
15,100
710
2,144
RR-Arterial
2
Asphalt
5,800
Widen-4 Lanes
21,900
RR-Arterial
$0
$240,000
032
2.00
US 287
CR 19
NA
1
New 2-Lane
11,900
Arterial
$0
$2,500,000
034
0.52
CR 19 (TAFT HILL)
FT COLS CTY LM SPLIT
2300
1
6,000
1,187
3,096
Major Collector
2
Asphalt
10,900
Major Collector
$0
$0
034
0.50
FT COLS CTY LM SPLITCR 17 (SHIELDS)
2500
1
6,500
1,250
3,250
Major Collector
2
Asphalt
10,900
Major Collector
$0
$0
034
0.50
SH 287
5300
1
13,800
2,671
6,955
Major Collector
2
Asphalt
9,600
$0
$350,000
034
0.50
FT COLLINS CITY LIM CR 11
2000
1
7,800
990
3,861
Major Collector
2
Asphalt
11,900
036
1.02
CR 11 (TIMBERLINE)
CR 9
250
1
6,600
255
6,732
Major Collector
2
Chip & Seal
036
1.01
CR 9
CR 7
150
1
5,300
152
5,353
Major Collector
2
036
0.29
CR 7
SRFCH (E TO G)
220
1
3,000
64
870
Major Collector
2
037
9.68
SH 287
STATE LINE
100
5
150
968
1,452
Minor Collector
037E
1.57
COUNTY LINE
SRFCH
900
8
1,400
1,413
2,198
037E
0.91
SRFCH
CATTLE GUARD
120
8
200
109
182
CR 31, CARTER LAKE
FT COLS CTY LM
Lane/Sh Wid
11,900
Major Collector
Major Collector
$0
$0
2,000
Pave
11,900
Arterial
$0
$510,000
Chip & Seal
2,000
Pave
11,900
Arterial
$0
$510,000
Chip & Seal
2,000
Pave
11,900
Major Collector
$0
$150,000
2
Gravel
200
Minor Collector
$0
$0
Local Road
2
Asphalt
6,600
Minor Collector
$0
$0
Local Road
2
Gravel
200
Pave
Minor Collector
$0
$980,000
$4,700,000
8
2
7,200
037E
2.09
CATTLEGUARD
New 2-Lane
7,200
Minor Collector
$0
038
0.46
I-25 E. FRONTAGE RD CR 5 NORTH BOUND
5000
4
16,700
2,300
7,682
RR-Major Collector
2
Asphalt
5,800
Widen-4 Lanes
21,900
RR-Arterial
$0
$780,000
038
1.99
CR 5 NORTH BOUND CR 901
4200
4
14,000
8,358
27,860
RR-Major Collector
2
Asphalt
6,600
Widen-4 Lanes
21,900
RR-Arterial
$0
$3,380,000
038E
0.70
CR 27
CR 25E SOUTH BOUND
1000
7
1,400
695
973
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
038E
1.04
CR 25E SOUTH BOUNDCR 25E NORTH BOUND
1300
7
1,800
1,353
1,874
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
038E
1.63
CR 25E NORTH BOUNDOVERHILL DR
1400
7
1,900
2,285
3,101
Minor Collector
2
Asphalt
3,400
Minor Collector
$0
$0
038E
0.67
OVERHILL DR
CR 25G
2200
6
6,100
1,474
4,087
Major Collector
2
Asphalt
5,800
Lane/Sh Wid
7,200
Major Collector
$0
$470,000
$3,280,000
038E
1.93
CR 25G
LAKEVIEW DR/PRJ #122
3400
6
9,500
6,552
18,307
Major Collector
2
Asphalt
5,800
Widen-4 Lanes
21,900
Major Collector
$0
038E
2.44
LAKEVIEW DR/PRJ 122BEG 87 OVRLY/END 122
3900
6
10,900
9,528
26,629
Major Collector
2
Asphalt
5,800
Widen-4 Lanes
21,900
Major Collector
$0
$4,150,000
038E
1.37
BEGIN 1987 OVERLAY CR 19 (TAFT HILL)
4900
1
12,700
6,713
17,399
Arterial
2
Asphalt
9,600
Widen-4 Lanes
20,300
Arterial
$0
$2,330,000
040
1.00
CR 9
CR 7
240
1
600
240
600
Minor Collector
2
Gravel
150
Pave
11,900
Minor Collector
$500,000
$0
042
0.02
END FT COLS CITY LIMCR 9
500
1
1,300
12
31
Major Collector
2
Asphalt
10,900
Major Collector
$0
$0
042C
0.78
CR 23
2500
1
6,500
1,950
5,070
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
WIDTH CHANGE
Page 5
Pave
02/06/2001
County
Road
Number
Section
Length
(miles)
042C
0.41
WIDTH CHANGE
043
3.27
043
Street (To)
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
CR 21 (OVERLAND TR)
2700
1
7,000
1,107
2,870
CITY LIMITS
CR 61
1300
7
1,800
4,247
3.31
CR 61
GLEN HAVEN PROJ
1000
7
1,400
043
0.17
GLEN HAVEN PROJ
GLEN HAVEN PROJ
800
7
043
1.62
GLEN HAVEN PROJ
CR 51B
650
043
6.07
CR 51B
SH 34
044
0.15
CR 5
044
2.00
044H
044H
Street (From)
Current Lar. Co.
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
5,881
Minor Collector
2
Asphalt
2,900
Minor Collector
$0
$0
3,308
4,631
Minor Collector
2
Asphalt
2,900
Minor Collector
$0
$0
1,100
136
187
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
7
900
1,050
1,454
Minor Collector
2
Asphalt
3,400
Minor Collector
$0
$0
750
7
1,000
4,553
6,070
Minor Collector
2
Asphalt
2,900
Minor Collector
$0
$0
SURFCHG (6 TO 4)
400
4
1,300
60
194
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
SURFCHG (6 TO 4)
CR 901 NORTHBOUND
400
4
1,300
801
2,603
Minor Collector
3
Chip & Seal
2,000
Minor Collector
$0
$0
2.84
CR 63E
PENNOCK PASS
25
7
30
71
85
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
2.45
PENNOCK PASS
MONUMENT GULCH ROAD 30
7
40
74
98
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
044H
4.09
MONUMENT GULCH RDCRYSTAL MOUNTAIN RD
90
7
120
368
491
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
044H
8.43
CRYSTAL MOUNTAIN RD
CR 27 (STOVE PRAIRE)
130
7
180
1,096
1,517
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
046E
0.49
CR 21 (OVERLAND TR)FT COLLINS CITY LIM
2400
1
6,200
1,176
3,038
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
046E
1.72
LEMAY AVE
4900
1
12,700
8,433
21,857
Major Collector
2
Asphalt
9,600
$0
$2,930,000
048
0.99
CR 21 (OVERLAND TR)CR 19 (TAFT HILL)
2700
1
7,000
2,681
6,951
Minor Collector
2
Asphalt
10,900
048
0.29
CR 19 (TAFT HILL)
4300
1
11,200
1,247
3,248
Minor Collector
2
Asphalt
10,900
048
0.97
CR 9E (SUMMITVIEW) FT COLS CITY LIMIT
1800
1
4,700
1,746
4,559
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
048
0.72
END FT COLS CITY LIMCR 5
950
1
2,500
687
1,808
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
048
1.99
CR 5
850
1
2,200
1,695
4,387
Local Road
2
Asphalt
9,600
Minor Collector
$0
$0
050
0.24
CR 21C (OVERLAND TR)
GDR TO CLP FARM/CR21 5100
1
13,300
1,224
3,192
Major Collector
2
Asphalt
9,600
Widen-4 Lanes
20,300
Major Collector
$0
$410,000
Lane/Sh Wid
11,900
CR 9E (SUMMITVIEW)
CITY LIMIT
COUNTY LINE (CR 901)
Current Needs
2020 Needs
2020 Functional
Classification
Widen-4 Lanes
20,300
Major Collector
Minor Collector
$0
$0
Lane/Sh Wid
11,900
Minor Collector
$0
$200,000
050
0.76
CR 17 (SHIELDS)
FT COLLINS CITY LIM
4200
1
10,900
3,192
8,284
Major Collector
2
Asphalt
9,600
Major Collector
$0
$530,000
050E
1.89
CR 23
1200
1
3,100
2,268
5,859
Minor Collector
2
Asphalt
10,100
Minor Collector
$0
$0
050E
0.78
SH 1
CR 13/CR 52C
2700
1
7,000
2,106
5,460
Minor Collector
2
Asphalt
8,900
Minor Collector
$0
$0
050E
1.11
CR 13/CR 52C
CR 11
3500
1
9,100
3,885
10,101
Minor Collector
2
Asphalt
9,600
Minor Collector
$0
$0
052
1.00
CR 11
CR 9
120
1
310
120
310
Major Collector
2
Gravel
150
Major Collector
$0
$500,000
Pave
11,900
052C
1.18
SH 1
CR 50E (COUNTRY CLUB) 1700
1
4,420
2,009
5,224
Local Road
2
Asphalt
9,600
Minor Collector
$0
$0
052E
1.42
CR 27
CR 41
230
7
310
325
439
Minor Collector
2
Gravel
200
Pave
Pave
4,200
Minor Collector
$1,520,000
$0
052E
2.22
CR 41
BEG PRJ #96/PAVEMENT
280
7
380
621
842
Minor Collector
2
Gravel
200
Pave
Pave
4,200
Minor Collector
$2,380,000
$0
052E
1.64
BEG PRJ #96/PAVEMENT
END PROJECT # 96
400
7
500
656
821
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
052E
1.51
END PROJ # 96
DAVIS RANCH RD
550
7
700
831
1,057
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
052E
3.91
DAVIS RANCH RD
CR 27E
900
7
1,200
3,519
4,692
Minor Collector
2
Asphalt
2,900
Minor Collector
$0
$0
052E
1.15
CR 27E
CR 25E
1100
6
3,100
1,262
3,556
Minor Collector
2
Asphalt
5,000
Minor Collector
$0
$0
052E
0.53
CR 25E
CR 23
1600
6
4,500
854
2,403
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
052E
0.25
CR 23
BEGIN PAVED SHOULDER 2300
6
6,400
566
1,574
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$170,000
052E
0.34
BEGIN PAVED SHOULDER
CR 23E
2000
6
5,600
684
1,915
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
052E
0.36
CR 23E
CR 54G (OLD 287)
2300
6
6,400
828
2,304
Minor Collector
2
Asphalt
4,900
Minor Collector
$0
$250,000
054
1.18
CR 17
SH 1
2100
1
5,500
2,478
6,490
Major Collector
2
Asphalt
10,900
Major Collector
$0
$0
054
0.82
SH 1
CR 13
1100
1
2,900
902
2,378
Major Collector
2
Asphalt
9,600
Major Collector
$0
$0
054
0.97
CR 13
CR 11
1100
1
2,900
1,067
2,813
Major Collector
2
Asphalt
10,900
Major Collector
$0
$0
054
0.99
CR 11
CR 9
650
1
1,700
644
1,683
Major Collector
2
Asphalt
10,900
Major Collector
$0
$0
054
0.98
CR 9
I-25 W. FRONTAGE RD
40
1
100
39
98
Major Collector
2
Gravel
150
Major Collector
$0
$0
Lane/Sh Wid
7,200
Lane/Sh Wid
7,200
054E
0.54
CR 25E
SH 287
450
6
1,300
242
699
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
054G
1.52
US 287 - BYPASS
CR 52E - RIST CANYON
1900
5
2,800
2,892
4,262
Arterial
2
Asphalt
5,800
Arterial
$0
$0
054G
0.62
CR 52E - RIST CANYONBEGIN 3 LANE ROAD
4200
5
6,200
2,612
3,856
Arterial
2
Asphalt
6,600
Arterial
$0
$0
054G
0.40
BEGIN 3 LANE ROAD CR 21C (OVERLAND TR)
6500
5
9,600
2,581
3,811
Arterial
3
Asphalt
12,000
Arterial
$0
$0
054G
1.27
CR 19 (TAFT HILL RD)
7000
5
10,400
8,897
13,218
Arterial
2
Asphalt
6,600
Arterial
$2,160,000
$0
Page 6
Widen-4 Lanes
Widen-4 Lanes
21,900
02/06/2001
County
Road
Number
Section
Length
(miles)
054G
0.24
054G
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
CR 19 (TAFT HILL RD) SURF CHG (US 287)
7500
5
11,100
1,778
2,631
0.13
SURF CHG (287)
US 287
7500
5
11,100
945
056
1.19
CR 21C
CR 19
400
4
1,300
056
1.14
CR 19
CR 17
450
4
1,500
056
2.01
100
4
056
0.43
CR 3
SURFCHG(4 TO 6)
100
056
0.31
SURFCHG(4 TO 6)
SURFCHG(6 TO 4)
100
056
0.31
SURFCHG(6 TO 4)
CR 901/COUNTY LINE
058
0.13
CR 15
058
0.93
058
Street (From)
Current Lar. Co.
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Current Needs
2020 Needs
Arterial
2
Asphalt
6,600
Widen-4 Lanes
Widen-4 Lanes
21,900
Arterial
$400,000
$0
1,399
Arterial
2
Asphalt
6,600
Widen-4 Lanes
Widen-4 Lanes
21,900
Arterial
$210,000
$0
475
1,544
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
515
1,716
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
330
201
663
Minor Collector
2
Gravel
200
Pave
7,200
Minor Collector
$0
$1,000,000
4
330
43
141
Minor Collector
2
Gravel
200
Pave
7,200
Minor Collector
$0
$210,000
4
330
31
103
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
35
4
120
11
38
Local Road
2
Gravel
200
Minor Collector
$0
$0
SH 1
240
5
360
31
47
Minor Collector
2
Asphalt
4,700
Minor Collector
$0
$0
SH 1
I-25 (SRFCH)
275
5
410
256
381
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
0.35
I-25 (SRFCH)
INT EAST FRONTAGE
250
5
370
88
130
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
058
0.97
INT EAST FRONTAGE SRFCH (G TO E)
240
5
360
233
349
Minor Collector
2
Asphalt
5,000
Minor Collector
$0
$0
058
0.86
SRFCH (G TO E)
CR 3
120
5
180
103
155
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
059
6.56
CR 80C
STATE LINE
30
9
30
197
197
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
060
1.00
CR 3
CR 901/COUNTY LINE
35
5
50
35
50
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
061
0.45
CR 43
CR 63E
180
7
240
81
108
Minor Collector
2
Asphalt
5,000
Minor Collector
$0
$0
063
0.53
CR 63A
CARRIAGE DR
400
7
500
210
263
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
063
0.94
CARRIAGE DR
PROJ SPLIT #35/98
800
7
1,100
752
1,034
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
063
1.42
PROJ SPLIT #35/98
END PROJ #98
1200
7
1,600
1,704
2,272
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
063
1.38
END PROJECT #98
US 36
1400
7
1,900
1,933
2,624
Minor Collector
2
Asphalt
3,600
Minor Collector
$0
$0
063
0.42
SH 36
PROJ #LRB63-0.5-S36
2700
7
3,600
1,134
1,512
Major Collector
2
Asphalt
3,400
Major Collector
$0
$450,000
063
0.20
PROJ #LRB63-0.5-S36 PROJECT END
2600
7
3,500
520
700
Major Collector
2
Asphalt
3,900
Major Collector
$0
$0
063
0.05
PROJECT END
SH 34
2500
7
3,400
130
177
Major Collector
2
Asphalt
2,900
Major Collector
$0
$60,000
063A
0.20
CR 63
SH 7
600
7
800
122
163
Minor Collector
2
Asphalt
3,900
Minor Collector
$0
$0
063E
2.88
SH 34
CR 61
950
7
1,300
2,740
3,749
Minor Collector
2
Asphalt
3,400
Minor Collector
$0
$0
063E
7.62
CR 44H
CROWN POINT RD
110
7
150
838
1,142
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
063E
4.26
CROWN POINT RD
SH 14
130
7
180
554
767
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
064
1.57
CR 15
CR 11
220
5
330
345
518
Minor Collector
2
Gravel
200
064
1.02
CR 11
CR 9
190
5
280
194
286
Minor Collector
2
Gravel
064
1.00
CR 9
CR 7 (6TH ST)
160
5
240
160
240
Major Collector
2
064
0.26
CR 7
BARRICADE
20
5
30
5
8
Major Collector
2
064
0.68
160
5
240
109
163
Major Collector
2
Gravel
200
Pave
064
1.98
CR 5
COUNTY LINE
500
5
740
990
1,465
Major Collector
2
Gravel
200
Pave
066
1.00
CR 19
CR 17
130
5
190
130
190
Minor Collector
2
Gravel
200
066
1.10
CR 17
CR 15
190
5
280
209
308
Minor Collector
2
Gravel
200
066
0.61
CR 66E
CR 11
210
5
310
128
189
Local Road
2
Gravel
200
066
1.00
CR 11
CR 9
200
5
300
200
300
Local Road
2
Gravel
200
066
1.00
CR 9
CR 7
100
5
150
100
150
Local Road
2
Gravel
200
066
0.17
CR 7
I-25
140
5
210
24
36
Local Road
2
Asphalt
5,800
066
0.60
I-25
CR5
210
5
310
126
186
Local Road
2
Gravel
200
066
1.00
CR 5
CR 3
110
5
160
110
160
Local Road
2
Gravel
200
066E
0.99
CR 15
CR 13
210
5
310
208
307
Local Road
2
Gravel
200
Pave
Pave
066E
0.63
CR 13
CR 66
200
5
300
126
189
Local Road
2
Gravel
200
Pave
Pave
067
0.96
SH 7
CR 65
1500
7
2,000
1,440
1,920
Minor Collector
2
Asphalt
3,900
067
1.61
CR 65
SH 36/SH 66
3200
7
4,300
5,152
6,923
Minor Collector
2
Asphalt
3,900
067E
1.13
CR67(MARY'S LAKE RD)
ESTES CITY LIMITS
1800
7
2,400
2,034
2,712
Minor Collector
2
Asphalt
3,200
Street (To)
Page 7
Pave
Lane/Sh Wid
4,200
Lane/Sh Wid
4,200
2020 Functional
Classification
Pave
7,200
Minor Collector
$790,000
$0
200
Pave
7,200
Minor Collector
$0
$510,000
Gravel
200
Pave
7,200
Minor Collector
$0
$500,000
Asphalt
4,900
Minor Collector
$0
$0
7,200
Major Collector
$0
$340,000
7,200
Major Collector
$0
$990,000
Minor Collector
$0
$0
Pave
7,200
Minor Collector
$0
$550,000
Pave
Pave
7,200
Major Collector
$310,000
$0
Pave
Pave
7,200
Major Collector
$500,000
$0
Pave
Pave
7,200
Major Collector
$500,000
$0
Major Collector
$0
$0
Major Collector
$300,000
$0
Major Collector
$0
$0
7,200
Major Collector
$500,000
$0
7,200
Major Collector
$320,000
$0
Minor Collector
$0
$0
Minor Collector
$0
$1,730,000
Minor Collector
$0
$0
Pave
Pave
Lane/Sh Wid
7,200
4,200
02/06/2001
County
Road
Number
Section
Length
(miles)
067J
0.68
068C
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
CR74E RED FTHR LK RD
HIAWATHA HY/MAIN ST
1000
9
1,100
680
748
6.91
CR 69/162
CR74E RED FTHR LKS R
150
9
160
1,037
069
3.23
SH 14
CR 68C
140
9
150
070
0.99
CR 21
CR 19
160
5
240
070
1.02
CR 19
CR 17
600
5
900
070
1.00
CR 17
CR 15
750
5
1,100
070
0.99
CR 15
CR 13 SOUTH BOUND
700
5
070
1.02
CR 13 SOUTH BOUND CR 11 SOUTH BOUND
700
070
0.97
CR 11 SOUTH BOUND CR 9
070
1.21
CR 9
070
0.37
070
Street (From)
Current Lar. Co.
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Minor Collector
2
Asphalt
4,200
Minor Collector
$0
$0
1,106
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
452
485
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
158
238
Minor Collector
2
Gravel
200
Minor Collector
$0
$500,000
612
918
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
750
1,100
Minor Collector
2
Chip & Seal
2,000
Minor Collector
$0
$0
1,000
693
990
Major Collector
2
Asphalt
5,800
Major Collector
$0
$0
5
1,000
714
1,020
Major Collector
2
Asphalt
5,800
Major Collector
$0
$0
900
5
1,300
873
1,261
Major Collector
2
Asphalt
5,800
Major Collector
$0
$0
I-25 (SRFCH)
700
5
1,000
847
1,210
Major Collector
2
Asphalt
5,800
Major Collector
$0
$0
I-25 (SRFCH)
SRFCH (G TO E)
500
5
700
185
259
Minor Collector
2
Asphalt
5,000
Minor Collector
$0
$0
1.41
SRFCH (G TO E)
CR 3
210
5
310
296
437
Minor Collector
2
Gravel
200
Minor Collector
$710,000
$0
072
0.05
SH 287
SRFCH (G TO E)
275
5
410
14
21
Minor Collector
2
Asphalt
6,600
Minor Collector
$0
$0
072
3.18
SRFCH (G TO E)
CR 21
230
5
340
731
1,081
Minor Collector
2
Gravel
200
Pave
Pave
7,200
Minor Collector
$1,590,000
$0
073C
5.24
CR 74E/162
CR 180
350
9
370
1,835
1,940
Major Collector
2
Gravel
200
Pave
Pave
4,200
Major Collector
$5,640,000
$0
074E
0.67
CR 73C CRDMORE LKSSURFACE
R
CHANGE
1200
9
1,300
804
871
Arterial
2
Asphalt
4,200
Arterial
$0
$0
074E
0.86
SURFACE CHANGE
SURFACE CHANGE
1200
9
1,300
1,032
1,118
Arterial
2
Asphalt
3,400
Arterial
$0
$0
074E
3.16
SURFACE CHANGE
BEG PROJ # 55
1300
9
1,400
4,105
4,421
Arterial
2
Asphalt
3,900
Arterial
$0
$0
074E
1.14
BEG PROJ # 55
PROJECT SPLIT #55/69
1300
9
1,400
1,486
1,600
Arterial
2
Asphalt
4,200
Arterial
$0
$0
074E
1.00
PROJECT SPLIT #55/69PROJECT SPLIT 69/82
1400
9
1,500
1,401
1,502
Arterial
2
Asphalt
4,200
Arterial
$0
$0
074E
1.05
PROJECT SPLIT 69/82 PROJECT SPLIT 82/100
1500
9
1,600
1,574
1,678
Arterial
2
Asphalt
4,200
Arterial
$0
$0
074E
0.97
PROJECT SPLIT 82/100PROJ SPLIT #100/107
1500
5
2,200
1,460
2,141
Arterial
2
Asphalt
7,200
Arterial
$0
$0
074E
1.04
PROJ SPLIT #100/107 PROJ SPLIT #107/119
1500
5
2,200
1,554
2,279
Arterial
2
Asphalt
7,200
Arterial
$0
$0
074E
1.02
PROJ SPLIT #107/119 PROJ SPLIT #119/120
1600
5
2,400
1,637
2,455
Arterial
2
Asphalt
7,200
Arterial
$0
$0
074E
1.38
PROJ SPLIT #119/120 END PROJ # 120/162
1600
5
2,400
2,211
3,317
Arterial
2
Asphalt
7,200
Arterial
$0
$0
074E
1.67
END PROJ # 120/162
END PROJ #162
1100
5
1,600
1,837
2,672
Arterial
2
Asphalt
5,800
Arterial
$0
$0
074E
6.19
END PROJ #162
CR 37
1100
5
1,600
6,809
9,904
Arterial
2
Asphalt
5,800
Arterial
$0
$0
074E
3.93
CR 37
SH 287
1200
5
1,800
4,714
7,070
Arterial
2
Asphalt
5,800
Arterial
$0
$0
078
1.00
CR 17
CR 15
160
5
240
160
240
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
080C
1.66
CR 103
CR 162 (DEADMAN RD)
35
9
40
58
66
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
080C
15.14
CR 162 (DEADMAN RD)FS 169 (PEARL-BEAVER)
25
9
30
378
454
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
080C
9.94
FS 169 (PEARL-BEAVER)
CR 59
45
9
50
447
497
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
080C
4.20
CR 59
CR 179
75
9
80
315
336
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
080C
6.19
CR 179
CR 82E
95
5
140
588
867
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
080C
5.20
CR 82E
CR 37
170
5
250
884
1,300
Minor Collector
2
Gravel
200
Pave
7,200
Minor Collector
$0
$2,600,000
080C
0.64
CR 37
PROJECT
150
5
220
96
141
Minor Collector
2
Gravel
200
Pave
7,200
Minor Collector
$0
$320,000
080C
1.72
PROJECT
SH 287
180
5
270
310
464
Minor Collector
2
Gravel
200
Pave
7,200
Minor Collector
$0
$860,000
082
5.69
CR 15
I-25 WEST FRONTAGE
230
5
340
1,309
1,935
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
082
0.12
I-25 WEST FRONTAGE I-25 EAST FRONTAGE
220
5
330
26
40
Minor Collector
2
Asphalt
7,200
Minor Collector
$0
$0
082
1.50
CR 82 (I-25 East Frontage
CRRoad)
80 (Weld Co. Line?)
NA
5
Minor Collector
$0
$1,880,000
103
6.42
SH 14
170
9
180
1,092
1,156
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
103
2.73
TUNNEL CAMP GND RDWIDTH CHANGE
140
9
150
382
409
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
103
6.51
WIDTH CHANGE
CR 190
100
9
110
651
717
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
103
5.81
CR 190
CR 80C
70
9
70
407
407
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
103
6.09
CR 80C
RD 196
70
9
70
426
426
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
103
4.45
RD 196
STATE LINE
85
9
90
378
401
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
Street (To)
TUNNEL CAMP GROUND
Current Needs
2020 Needs
Pave
Pave
Pave
New 2-Lane
Page 8
7,200
7,200
7,200
2020 Functional
Classification
02/06/2001
County
Road
Number
Section
Length
(miles)
162
6.72
179
Average
Daily
Traffic
Area #
Year 2020
ADT
Forecast
CR 74E RD FTHR LKS RCR 69/68C
145
9
150
974
1,008
1.01
HIAWATHA HY/END 67JSURF CHANGE (6 TO 4)
375
9
400
379
179
7.28
RD TO FOX ACRES
CR 180 CRDMRE LKS RD
60
9
60
179
5.59
CR 180
CR 80C
40
9
180
1.45
CR 73C / TAMI RD
CROW RD
40
9
901
2.01
US 34
CR 26
190
901
5.12
WELD C R 78
CR 52
901
2.00
CR 52
CR 56
904
1.00
CR 905
904
1.26
904
Street (From)
Current Lar. Co.
VMT
VMT
Classification
Improved
Capacity
(vpd)
Current
Improvement
Costs
2020
Improvement
Costs
No. of
Lanes
Surface
Type
Capacity
(vpd)
Minor Collector
1
Gravel
200
Minor Collector
$0
404
Minor Collector
2
Asphalt
4,200
Minor Collector
$0
$0
437
437
Minor Collector
1
Gravel
200
Minor Collector
$0
$0
40
224
224
Minor Collector
1
Gravel
200
Minor Collector
$0
$0
40
58
61
Major Collector
2
Bladed
200
Major Collector
$0
$0
3
1,500
382
3,015
Minor Collector
2
Gravel
200
Pave
7,200
Minor Collector
$0
$1,010,000
140
4
470
717
2,406
Minor Collector
2
Gravel
200
Pave
7,200
Minor Collector
$0
$2,560,000
55
4
180
110
360
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
CR 4
1300
8
2,000
1,300
2,000
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
CR 4
CR 6C
1200
8
1,800
1,512
2,268
Minor Collector
2
Asphalt
5,800
Minor Collector
$0
$0
0.74
CR 6C
SH 56
1200
8
1,800
888
1,332
Minor Collector
2
Asphalt
5,400
Minor Collector
$0
$0
904
1.02
SH 56
CR 10
375
8
600
383
612
Minor Collector
2
Asphalt
5,400
Minor Collector
$0
$0
904
1.01
CR 10
CR 12
110
8
170
111
172
Minor Collector
2
Gravel
200
Minor Collector
$0
$0
904
1.12
CR 12
SH 60
140
8
210
157
235
Minor Collector
2
Gravel
200
$0
$560,000
905
0.48
BOULDER C 145
CR 15
230
8
350
168
Minor Collector
2
Gravel
200
TOTAL
561.44
Street (To)
110
598,475
1,265,929
Page 9
Current Needs
Pave
2020 Needs
2020 Functional
Classification
Pave
7,200
Minor Collector
Pave
7,200
Minor Collector
$0
$240,000
$0
$32,000,000
$89,030,000
APPENDIX 3
1995 AND 2020 DATA AND FORECASTS
UNINCORPORATED LARIMER COUNTY
45
APPENDIX 4
DERIVATION OF 1995 AND 2020 WEST LARIMER COUNTY LAND USE
BASED ON COLEY FORREST 1993 AND 2015
46
APPENDIX 5
CAPACITY ASSUMPTIONS
Capacity Assumptions for Paved Two-Lane Roads
Urban
Rural
Mountain
1, 2
3, 4, 5, 6, 8
7, 9
Level of Service
LOS D
LOS C
LOS C
Directional Split
60%/40%
60%/40%
60%/40%
2%
2%
1%
Rolling
Rolling
Mountainous
No Passing Zones
40%
40%
60%
Daily Traffic in Peak
Hour
10%
11%
12%
Planning Area
Heavy Trucks
Terrain
Daily Capacities of Paved Two-Lane Roads
Planning
Area
Usable
Shoulder
Width (Ft.)
12-Foot
Lanes
11-Foot
Lanes
10-Foot
Lanes
9-Foot
Lanes
Urban
6
4
2
0
11,900
10,900
9,600
8,300
11,100
10,100
8,900
7,700
10,000
9,200
8,100
6,900
8,300
7,700
6,800
5,800
Rural
6
4
2
0
7,200
6,600
5,800
5,000
6,700
6,100
5,400
4,700
6,000
5,500
4,900
4,200
5,000
4,700
4,100
3,500
Mountain
6
4
2
0
4,200
3,900
3,400
2,900
3,900
3,600
3,200
2,700
3,500
3,200
2,900
2,400
2,900
2,700
2,400
2,100
47
Capacities of Arterials and Freeways (Per Lane, Per Hour) *
Freeway
Expressway
Major
Arterial
Urban
2,000
1,280
955
610
Rural
2,000
1,320
955
940
*
LOS D capacities
Source: NFR Regional Transportation Plan
48
Minor
Arterial
APPENDIX 6
49
Project Type
Plains
Mountains
Reconstruct 2 Lane Roads Widen Lanes and Shoulders
$700,000/Mile
$1,075,000/Mile
Pave Gravel Roads and
Widen Lanes and Shoulders
$500,000/Mile
$1,075,000/Mile
Widen 2 Lane Roads to 4
Lanes
$1,700,000/Mile
$2,500,000/Mile
Construct New 2-Lane Roads
$1,250,000/Mile
$2,250,000/Mile
Traffic Signals
$100,000/Signal
$100,000/Signal
50
APPENDIX 7
51
County
Road
Number
Starting
Mile
Post
Section
Length
(miles)
004
0.49
1.39
Approximate
Locations
Proposed
Improvements
Average
Daily
Traffic
Estimated
Cost
CR 23E to Surface Change
Roadway alignment and
shoulder widening
500
$1,529,000
widening, shoulder widening
1100-1500
$4,730,000
005
4.77
4.30
CR 38 to SH 14
011F / 046E
---
---
Intersection of
Link Lane, Lincoln
Additional turn lanes
12,400
$300,000
1.21
CR 17 to US 287
1,600
$1,331,000
12,100
$300,000
014
3.00
017 / 014
---
---
Intersection of Taft,
CR 14 (Campion Road)
017 / 016
---
---
Intersection of
Taft, CR 16
11,500
$300,000
13,300
$300,000
017 / 028
---
---
Intersection of
Taft, 57th Street
018E
6.23
2.05
CR 29 to CR 31
1,300
$2,255,000
020 / 009E
---
---
Intersection CR 20
and CR 9E
Alignment, T-intersection
2,800
$100,000
8,400
$300,000
021 / 046E
---
---
Intersection of
Overland Trail, Laporte
021 / 048
---
---
Intersection of
Overland Trail, Vine Drive
Intersection alignment,
additional turn lanes
8,700
$400,000
Roadway alignment, widening
and shoulder widening
1,000
$3,135,000
025G
0.00
2.85
CR 38E - CR 23,
Shoreline Drive
027
13.00
0.10
Approx. MP 13
Alignment at curve
240
$100,000
030
0.00
1.19
US 287 to CR 13
shoulder widening
250
$1,309,000
Additional turn lanes, in
coop with City of Fort Collins
14,400
$300,000
034 / 017
---
---
Intersection of
Trilby, Shields
038 / 005
---
---
Intersection of Harmony,
Timnath Road
Intersection alignment, CR 5
north and south of Harmony
6,400
$200,000
044H / 027
---
---
Intersection of
Buckhorn, Stove Prairie
Alignment, T-intersection
170
$100,000
10,800
$300,000
048 / 019
49 / 019
---
Intersection of
Vine Drive, Taft Hill Road
063E
13.00
0.10
Approx. 1.7 miles
south of SH 14
Alignment at curve
130
$150,000
Roadway alignment, paving
and shoulder widening
1,200
$2,810,000
08E
0.00
3.51
CR 31 - CR 23,
Carter Lake
74E
12.30
2.00
McNey Hill
Roadway alignment
1,200
$1,600,000
103
17.00
0.25
Approx. MP 17,
Deadmans Curve
Alignment at curve
70
$75,000
103
14.90
0.60
CR 190 to 0.6 miles south
Widen, Alignment at curve
100
$200,000
Total
$22,124,000
APPENDIX 8
52
(Roadway Paving and Shoulder Widening)
Local Roads
County
Road
Number
Starting
Mile
Post
Section
Length
(miles)
Number
of
Lanes
Surface
Width
(feet)
Shoulder
Width
(feet)
Estimated
Cost
002E
0.00
1.00
US 287
CR 15
450
Local Road
2
24
4
$500,000
007
1.99
0.50
CR 24
CR 24E
210
Local Road
2
24
3
$250,000
013
7.95
1.23
SURF CHANGE (6 TO 4) CR 56
375
Local Road
2
22
0
$615,000
013
4.93
1.17
CR 30 Eastbound
CR 32
600
Local Road
2
24
1
$586,000
013E
1.71
0.45
Abbotsford Road
SRFCH (G TO E)
CR 52H
500
Local Road
2
24
1
$225,000
013F
0.00
0.28
Kyle Avenue
Trilby Road (CR 34)
LC Humane Society
210
Local Road
2
24
3
$140,000
016
1.02
1.04
CR 21
CR 19
475
Local Road
2
24
5
$520,000
019
1.26
0.61
CR 16
CR 16H
600
Local Road
2
24
1
$304,000
023E
3.60
0.53
CR 56
CR 56E
240
Local Road
2
24
0
$265,000
025E
0.00
2.73
CR 24H
CR 38E
600
Local Road
2
22
0
$2,935,000
031D
0.00
0.25
CR 22H
Closed Gate
200
Local Road
2
24
1
$269,000
047
0.00
3.07
County Line Boulder
SH 36
200
Local Road
2
24
1
$3,301,000
060E
0.00
2.38
CR 21
CR 60
210
Local Road
2
24
0
$1,190,000
063
0.00
0.58
Begin/Cheley Camp Rd
CR 63A
240
Local Road
2
24
2
$628,000
072
5.29
1.00
CR 17
CR 15
300
Local Road
2
24
3
$500,000
122
0.00
0.84
SH 36
Alpine Drive
425
Local Road
2
24
4
$903,000
Total
17.66
Street
Name
Glade Road
Big Elk Meadows Road
Fish Creek Road
Pole Hill Road
Street
(From)
Street
(To)
Average
Daily
Traffic
Larimer Co.
Functional
Classification
$13,131,000
APPENDIX 9
BRIDGE REPLACEMENT AND REHABILITATION PROJECTS
53
BRIDGE REPLACEMENT AND
REHABILITATION PROJECTS
1
Project
Ref. No.
County
Road
Structure
Number
Location
1
018E
LR 18E-W0.2-31 *
0.2 miles west of CR 31
15
011C
LR 11C-0.7-24E
6
056
11
Crossing
Rehabilitation
Rehabilitation
Replacement
Cost
Cost
Cost
ADT's
CDOT
Ratings
Condition
Cottonwood Creek
793
9.2
$1,000,000
1.0 miles north of CR 28
Boyd/Horseshoe Exchange
842
39.5
$370,000
LR 56-0.5-3 *
0.5 miles east of CR 3
Poudre Valley Canal
55
34.0
$420,000
011
LR 11-0.1-54
Larimer & Weld Canal
116
37.3
12
056
LR 56-0.3-11
Larimer County Canal
77
39.0
$258,000
17
056
LR 56-0.6-11
64
41.8
$252,000
24
080C
LR 80C-5.0-190
5.0 miles west of CR 103
Laramie River
22
48.1
$404,000
29
003
LR 3-0.5-44
147
50.0
$348,000
2
Forks Park Dr
LR FORKS-PARK
0.1 miles south of US 34
Big Thompson River
9
14.5
$388,000
7
Access Road
LR B5-1135BTC
0.3 mi. northwest of US 34
Big Thompson River
3
34.4
$318,000
8
024H
LR 24H-0.1-25E *
0.1 miles east of CR 25E
Indian Creek
825
34.9
$400,000
10
043
LR 43H-0.1-45B
0.1 miles north of CR 45B
Little Thompson River
84
36.0
$570,000
13
015A
LR 15A-0.4-4E
0.4 miles north of CR 4E
98
39.0
$402,000
14
048
LR 48-0.2-19
0.2 mi. east of Taft Hill Rd.
3447
39.1
20
007
LR 7-0.5-S1 *
0.5 miles north SH 1
Poudre Valley Canal
357
45.6
$238,000
21
005
LR 5-0.2-64 *
Poudre Valley Canal
37
46.0
$214,000
33
038E
LR 38E-0.1-25E
Redstone Creek
1233
52.0
$408,000
42
015
LR 15-0.9-68
North Poudre Canal
758
55.0
50
063
LR 63-1.4-63A-A
1.4 miles north of CR 63A
Fish Creek
582
67.8
3
Service Road
LR CO-FAIRGRNDS
Larimer City Fairgrounds
Big Thompson River
40
23.0
46
045E
LR 45E-0.2-S287
0.2 mi. northwest of US 287
Dale Creek
22
59.5
$1,374,000
18
056
LR 56-0.1-S287
0.1 miles east of US 287
184
42.4
$282,000
16
017
LR 17-1.0-48
7272
40.8
19
069B
LR 69B-S0.1-S66
0.1 mi. south of end SH 66
Big Thompson River
3070
42.8
$780,000
23
021C
LR 21C-0.2-50E
Cache La Poudre River
3563
48.0
$1,548,000
44
063E
LR 63E-11.8-44H
75 feet south of SH 14
647
57.1
$1,386,000
51
027
LR 27-0.1-32C
0.1 miles north of CR 32C
Buckhorn Creek
1385
76.7
$264,000
52
038E
LR 38E-1.0-25E
Charles Hansen Fdr Canal
843
76.9
$190,000
57
103
LR 103-0.0-S14
100 feet north of US 34
Joe Wright Creek
201
80.1
$366,000
58
029
LR 29-0.0-22H
Junction with CR 22H
Big Thompson River
235
92.0
22
064
LR 64-1.0-15
Poudre Valley Canal
192
47.9
$130,000
28
Waltonia Road
LR B13-1810BTC
20 feet south of US 34
Big Thompson River
60
49.9
$360,000
40
054G
LR 54G-0.6-23E
0.1 mi. east of Settlers Rd.
Jackson Ditch
2663
53.4
$136,000
43
009
LR 9-0.4-56
924
56.6
$168,000
45
054G
LR 54G-0.5-52E
Terry Lake Inlet Canal
7958
57.1
$124,000
47
045B
LR 45B-0.1-4F
0.1 miles east of CR 4F
113
60.6
$322,000
48
067
LR 67-0.2-67E
Big Thompson River
3374
65.4
$598,000
$126,000
$244,000
$20,000
$338,000
$542,000
$338,000
$538,000
BRIDGE REPLACEMENT AND
REHABILITATION PROJECTS
Project
Ref. No.
County
Road
Location
49
014
LR 14-0.8-23
53
017
LR 17-0.5-48
54
038
55
Crossing
Rehabilitation
Rehabilitation
Replacement
Cost
Cost
Cost
ADT's
CDOT
Ratings
Condition
Home Supply Ditch
2242
66.5
$144,000
0.5 miles north of Vine Dr.
5245
77.0
$586,000
LR 38-0.3-I25
0.3 miles east of I-25
3987
77.2
003
LR 3-0.2-18
Consolidated Hillsborough
75
79.5
$94,000
56
013
LR 13E-0.3-24E
Love/Horseshoe Exchange
2693
80.0
$180,000
25
Access Road
LR BP-1063BTC
0.1 miles north of US 34
Big Thompson River
22
49.5
$260,000
26
Cedar Grove Road
LR B4-1125BTC
0.2 miles north of US 34
Big Thompson River
18
49.5
$288,000
$1,090,000
27
Access Road
LR B15-2092BTC
0.2 miles south of US 34
Big Thompson River
6
49.7
$288,000
30
Canyon Hideaway Dr.
LR B6-1372BTC
Big Thompson River
83
50.4
$300,000
31
014
LR B14-2056BTC
Big Thompson River
18
50.5
$288,000
32
Access Road
LR B16-2127BTC
Big Thompson River
8
50.7
$288,000
34
Access Road
LR B20-2382BTC
Big Thompson River
15
52.3
$240,000
35
Access Road
LR B8-1530BTC
Big Thompson River
7
52.4
$240,000
36
Access Road
LR B12-1748BTC
Big Thompson River
6
52.4
$240,000
38
Access Road
LR B7-1494BTC
Big Thompson River
5
52.5
$240,000
37
Access Road
LR B9-1544BTC
Big Thompson River
4
52.5
$240,000
39
Happy Hollow Rd
LR B22-2563BTC
Big Thompson River
10
53.4
$240,000
41
Access Road
LR B19-2358BTC
Big Thompson River
37
53.7
$174,000
Total
2
Structure
Number
$14,246,000
$7,338,000
APPENDIX 10
TRAFFIC SIGNAL PROJECTS
54
APPENDIX 11
55
County
Road
Number
Street
Name
Shields Street,
Taft Avenue
Street
(From)
Street
(To)
Approximate
Length
(Miles)
Estimated
Cost
General
Remarks
ISTEA Grant - To be completed in
1996 if local match acquired
(Commuter Bikeway)
Fort Collins
City Limits
Loveland City
Limits (CR 28)
4.00
$195,000
042C
Overland Trail
(CR 21)
Centennial Drive
(CR 23)
2.00
$62,500
024E
Madison Street
CR 11C
2.00
$100,000
Coordination with City of
Loveland
On & Off Road
017
013
Lemay Avenue
CR 30
CR 32
2.25
$187,500
020
57th Street
CR 17
CR 11
(Boyd Lake)
6.00
$375,000
CR 11C
CR 13
1.50
$280,000
Fort Collins
City Limits
Loveland City
Limits (CR 28)
10.00
$487,500
CR 24E
CR 28
3.00
$60,000
Included in financially constrained
North Front Range Plan
I-25
Timberline Road
(CR 11)
6.00
$375,000
Taft Avenue
US 287
Loveland
City Limits
8.00
$400,000
Harmony Road
I-25
CR 5
(Timnath Link)
1.00
$250,000
Cache La Poudre
River Trail
Strauss Cabin
Larimer/Weld
County Line
7.00
$1,750,000
Off Road
008
Berthoud
Berthoud Link
1.50
$375,000
Off Road
016E
CR 13C
CR 13
1.00
$35,000
013
CR 16E
SH 60, Campion
1.50
$50,000
CR 20
(First Street)
CR 16E
3.00
$190,000
Trilby Road
Wilson Avenue
(CR 19)
Lemay Avenue
(CR 13)
6.00
$375,000
Big Thompson
River Trail
West Loveland
Canyon mouth
7.00
$1,750,000
Off Road
Cache La Poudre
River Trail
LaPorte
Canyon mouth
6.00
$1,500,000
Off Road
US 287
Brackenberry
Natural Area
5.00
$1,250,000
Off Road
83.8
$10,047,500
030
019
Taft Hill Road,
Wilson Avenue
011C
032
017
013C
034
074E
Total
APPENDIX 12
LARIMER COUNTY STATE HIGHWAY INVENTORY
SOURCE: 1996 CDOT TRAFFIC VOLUME REPORT AND 1994 CORIS
56
LARIMER COUNTY STATE HIGHWAY INVENTORY ; SOURCES: 1996 CDOT TRAFFIC VOLUME REPORT AND 1994 CORIS
Identifier
001A000000
001A000346
001A001079
001A001840
001A003706
001A007419
001A008651
001A009405
001A009543
001A009960
007A000000
007A000316
007A000458
007A001557
007A001651
007A001968
007A003482
007A003879
014B090959
014B096997
014B105737
014B111773
014B120590
014B121689
014C134726
014C134922
014C135126
014C135711
014C136046
014C136406
014C137619
014C138968
014C140233
025A252261
025A255272
025A257305
025A259309
025A262298
025A265314
025A268475
025A269370
025A271373
025A277884
025A281338
034A015122
034A051307
034A053758
034A057686
1
Section Terminus (Beginning of a
Major Traffic Break)
Larimer
Co. Zone
#
Section
Length
JCT SH 287
1
0.345
RD E (CO RD 50E)(COUNTRY CLUB RD)
1
0.765
RD E (CO RD 52C)(GREGORY RD)
1
0.76
RD E AND W (CO RD 54) (DOUGLAS RD)
5
1.868
RD N (CO RD 15)
5
3.716
RD E AND W (CO RD 60)
5
1.25
RD N (CO RD 9)
5
0.742
RD N AND S (1ST ST), WELLINGTON
5
0.137
RD N AND S (3RD ST), WELLINGTON
5
0.415
JCT I 25 INTERCHANGE
5
0
JCT SH 36, ESTES PARK
Estes Pk.
0.316
RD NE (4TH ST), ESTES PARK
Estes Pk.
0.142
RD E (WOODSTOCK DR) RD W (STANLEY AVE),
Estes
ESTES
Pk. PARK
1.117
RD E (COUNTRY CLUB DR) RD S (AVALON DR),
Estes
ESTES
Pk. PARK
0.094
RD W (PEAK VIEW DR), ESTES PARK
Estes Pk.
0.314
RD NW (TWIN DR), ESTES PARK
Estes Pk.
1.598
RD NW (MARY'S LAKE RD), ESTES PARK
Estes Pk.
0.344
RD SE (FISH CREEK RD), ESTES PARK
7
11.273
RD N (CO RD 69) (TO RED FEATHER LAKES) RUSTIC
9
6.162
RD SW (CO RD 63E) (EGGERS)
9
8.922
RD S (CO RD 27) (TO STOVE PRAIRIE)
9
6.185
RD N (CO RD 600)
9
8.897
RD N (CO RD 29C)
5
1.113
JCT SH 287, TED'S PLACE
5
0
JCT SH 287, FORT COLLINS
Ft. Collins
0.191
RD NE AND SW (LINDEN ST)
Ft. Collins
0.295
RD NE AND SW (MOUNTAIN AVE)
Ft. Collins
0.595
RD W (MULBERRY ST) RD SE (RIVERSIDE AVE)
Ft. Collins
0.334
RD N AND S (LEMAY ST)
Ft. Collins
0.36
RD N (LINK LN)
1
1.227
RD NW AND SE (SUMMIT VIEW DR)
1
1.351
4
1.037
RD S (CO RD 5)
4
1.995
JCT SH 60 INTERCHANGE
2
3.041
JCT SH 402
2
2.02
2
2.167
RD E AND W (CO RD 26) (AIRPORT DR)
2
3.015
1
3.019
1
3.061
JCT PROSPECT INTERCHANGE
1
0.999
1
2.02
JCT CO RD 50 INTERCHANGE
1
6.507
5
3.443
JCT OWL CANYON INTERCHANGE
5
11.253
ENTER ROCKY MTN N P
7
36.177
RS W (CO RD 20E) (HIDDEN VALLEY)
7
2.451
JCT SH 36 SE (DEER RIDGE)
7
3.928
RD SW (TOLL GATE)
7
1.551
AADT
2020
Forecast
7100
5000
4700
4200
2850
2850
3000
3950
3700
0
10500
9750
7870
6200
4700
3000
2750
2050
1250
1450
1600
2150
2350
0
15800
15400
18000
21300
32900
25200
21200
6400
4900
43800
44400
38600
38600
45000
32000
28000
18400
14800
13100
13000
1700
2100
1700
3450
10400
7300
6700
6000
5000
4900
5200
8600
8100
0
13700
12700
10200
8100
6100
3900
3600
2900
1500
1700
1900
2600
2800
0
19000
18500
21600
27700
42800
32800
27600
8300
6400
56500
72200
71400
67800
76700
66000
59400
42700
23700
20900
20600
2200
2700
2200
4500
Design
Hour
Volume Directional
(% of Distribution
(%)
Lanes
AADT)
12
12
12
11
11
12
12
11
12
0
17
17
17
18
19
19
20
20
16
16
15
12
12
0
11
11
11
10
10
10
10
11
11
10
10
10
10
10
11
11
11
11
11
11
20
19
20
19
70
70
65
55
55
55
55
55
55
0
55
55
55
55
55
55
55
55
55
55
55
55
55
0
60
60
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
60
60
65
65
65
65
Daily
Funclass Capacity
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
4
4
4
4
4
4
4
2
2
4
4
4
4
4
4
4
4
4
4
4
2
2
2
2
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Minor Art.
Minor Art.
Freeway
Freeway
Freeway
Freeway
Freeway
Freeway
Freeway
Freeway
Freeway
Freeway
Freeway
Major Art.
Major Art.
Major Art.
Major Art.
7300
7300
7800
10900
10900
9900
9900
10900
9900
0
7100
7100
7100
6700
6300
6300
6000
6000
7500
7500
8000
9900
9900
0
20200
20200
22100
24300
24300
34700
34700
10900
10900
72700
72700
72700
72700
72700
66100
66100
66100
66100
42400
42400
5100
5400
5100
5400
Current
Needs
2020
Needs
widen to 4
Current
Improve.
Costs
2020
Improve.
Costs
$590,000
In Estes Pk.
widen to 4 In Estes Pk.
widen to 4
widen to 4
widen to 4 In Ft. Collins
widen to 6
Not known
Coris2.xls
Identifier
034A059186
034A060965
034A061836
034A062081
034A062507
034A063194
034A063462
034A064232
034A064801
034A075584
034A083319
034A084757
034A085617
034A087690
034A088677
034A089386
034A089944
034A090276
034A090657
034A091207
034A091761
034A091924
034A092009
034A092149
034A092263
034A092763
034A093059
034A093549
034A094808
034A096250
056A000509
056A001535
056A002999
056B004491
056B004511
060A000000
060A000933
060A003811
060A004958
287C322987
287C323490
287C325557
287C325987
287C326413
287C326486
287C326697
287C326771
287C326937
2
Larimer
Co. Zone
#
RD W (CO RD 20A), ESTES PARK
Estes Pk.
W JCT SH 34 ESTES PARK BUS RT SE
Estes Pk.
RD N (BIGHORN DR) RD S (VIRGINIA DR)
Estes Pk.
RD N AND S (MACGREGOR LANE)
Estes Pk.
E JCT SH 34 ESTES PARK BUS RT SW AND SH
Estes
36 Pk.
SE
RD N (SUMMIT DR)
Estes Pk.
RD S (GRAND ESTATES DR)
Estes Pk.
RD N (CO RD 63E) (DRY GULCH RD), ESTES Estes
PARKPk.
RD S (CO RD 63)
7
RD NW (CO RD 43) (DRAKE)
7
RD NE (CO RD 22H) (NARROWS)
7
RD NW AND SE (CO RD 29) (CARTER LAKE ROAD)
7
RD N (CO RD 27) (THOMPSON CORNER)
7
RD NW (CO RD 22B) (WCL LOVELAND)
2
RD N (CO RD 19J) (MORNING DR)
2
RD S (CO RD 19E) (NAMAQUA RD)
Lov
RD N AND S (WILSON AVE)
Lov
RD N AND S (VAN BUREN AVE)
Lov
RD N AND S (TAFT AVE)
Lov
RD S (COLORADO AVE)
Lov
RD N AND S (GARFIELD AVE)
Lov
JCT SH 287 SB (CLEVELAND AVE)
Lov
JCT SH 287 NB (LINCOLN ST)
Lov
RD N AND S (WASHINGTON AVE)
Lov
RD N AND S (MONROE AVE)
Lov
RD N AND S (MADISON AVE)
Lov
RD N (BOISE AVE)
Lov
RD S (DENVER AVE), LOVELAND
2
RD N AND S ( CO RD 9) (BOYD LAKE RD)
2
2
RD S (CO RD 23)
8
RD N AND S (CO RD 21)
8
W JCT SH 287
8
E JCT SH 287, BERTHOUD
8
RD N AND S (FIRST ST), BERTHOUD
8
JCT SH 287
2
RD S (CO RD 904)
2
RD N (CO RD 7)
2
UNDERPASS I 25, CO RD E
2
RD E (CO RD 2E)
8
RD W (CO RD 4)
8
W JCT SH 56
8
RD N AND S (CO RD 17)
8
RD N AND S (8TH ST), BERTHOUD
Berthoud
Berthoud
Berthoud
RD N AND S (3RD ST), BERTHOUD
Berthoud
E JCT SH 56
Berthoud
Section
Length
AADT
2020
Forecast
1.773
0.693
0.41
0.427
0.554
0.267
0.76
0.572
10.663
7.69
1.475
0.851
2.427
0.973
0.71
0.564
0.336
0.378
0.661
0.606
0.184
0.07
0.14
0.116
0.705
0.267
0.483
1.291
1.455
2.571
1.026
1.591
0
0.019
1.011
0.933
2.85
1.145
0
0.506
2.04
0.423
0.432
0.072
0.211
0.072
0.165
0.542
4500
2500
4350
5850
12600
8900
7000
4250
4800
6500
6450
8050
8600
11400
15000
18400
19700
23000
22900
23900
23600
27500
28000
27300
27000
25900
23800
23700
22900
27200
2900
3550
0
4650
4650
1500
1100
1150
0
12500
11300
14500
8350
8350
8350
8600
9150
7200
5900
3300
5700
7600
16400
11600
9100
5500
6200
9100
9000
12100
12900
18200
24000
29400
31500
32200
32100
33500
33000
41300
47600
49100
48600
46600
42800
42700
41200
53900
7900
9200
0
8800
8800
9500
5000
8600
0
12800
11600
18800
10800
10800
10800
11100
11800
9300
Design
Hour
Volume Directional
(% of Distribution
(%)
Lanes
AADT)
19
20
19
20
19
18
17
18
18
18
18
17
14
13
11
11
11
10
10
10
10
10
10
10
10
10
10
10
10
10
14
14
0
12
12
12
12
12
0
11
11
11
11
11
11
11
11
11
65
65
65
65
65
65
65
65
65
60
60
60
60
60
60
60
60
55
55
60
60
55
55
55
55
60
60
60
60
65
55
55
0
55
55
55
55
55
0
55
65
65
55
55
55
55
55
55
Daily
Funclass Capacity
2
2
2
2
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
2
2
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Collector
Collector
2
2
2
2
2
Minor Art.
Minor Art.
Minor Art.
Minor Art.
Minor Art.
2
2
2
2
2
2
2
2
2
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
5400
5100
5400
5100
5400
5700
6000
5700
5700
6200
6200
6600
8000
24500
28900
20200
20200
24300
24300
22300
22300
24300
24300
24300
24300
22300
22300
31800
31800
29400
8000
8000
0
9900
9900
9200
9200
9200
0
11100
9400
9400
11100
11100
11100
11100
11100
11100
Current
Needs
2020
Needs
Current
Improve.
Costs
2020
Improve.
Costs
widen to 4
widen to 4
In Estes Pk.
In Estes Pk.
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
$26,660,000
$19,230,000
$3,690,000
$2,130,000
$6,070,000
In Loveland
In Loveland
widen to 4
widen to 4
In Loveland
In Loveland
In Loveland
In Loveland
In Loveland
In Loveland
In Loveland
In Loveland
widen to 6
widen to 6
widen to 6
$2,190,000
$2,470,000
$4,370,000
widen to 4
$2,700,000
widen to 4
$1,590,000
widen to 4
widen to 4
widen to 4
$860,000
$3,470,000
$720,000
widen to 4
Coris2.xls
Identifier
287C327456
287C328478
287C330023
287C331645
287C332028
287C332541
287C332613
287C333038
287C333155
287C333300
287C333374
287C333446
287C333707
287C334053
287C334312
287C334641
287C334877
287C335113
287C335227
287C335750
287C337147
287C339128
287C340181
287C341542
287C342167
287C342526
287C342809
287C343187
287C343325
287C343557
287C343722
287C344194
287C344544
287C344957
287C345212
287C345485
287C345717
287C345982
287C346218
287C346610
287C346746
287C346874
287C346975
287C347250
287C347720
287C348260
287C348544
287C349130
3
Larimer
Co. Zone
#
Section
Length
RD W (BUNYAN AVE), BERTHOUD
Berthoud
1.015
RD W (CO RD 10E)
8
1.557
JCT SH 60 E RD W (CAMPION)
2
1.631
RD SW (CO RD 15) (19TH ST)
2
0.397
JCT SH 402 E RD W
Lov
0.512
RD E (8TH ST SE), LOVELAND
Lov
0.072
JCT SH 287 N (CLEVELAND AVE, END 1-WAY RECIPROCAL
Lov
0.424
SB)
RD E AND W (1ST ST)
Lov
0.116
RD E AND W (3RD ST)
Lov
0.145
RD E AND W (5TH ST)
Lov
0.074
RD E AND W (6TH ST)
Lov
0.072
RD E AND W (7TH ST)
Lov
0.261
RD W (10TH ST)
Lov
0.346
JCT SH 34 (EISENHOWER BLVD)
Lov
0.259
JCT SH 287 W (17TH ST) (BEGIN 1-WAY RECIPROCAL
Lov
SB) 0.329
RD W (23RD ST)
Lov
0.236
RD N (LINCOLN AVE)
Lov
0.236
RD E AND W (29TH ST)
Lov
0.114
RD S (GARFIELD AVE), LOVELAND
Lov
0.522
RD W (37TH ST)
Lov
1.451
RD E AND W (57TH ST)
2
2.035
RD E (CO RD 32), FT COLLINS
FC
1.025
RD E AND W (CO RD 34), TRILBY RD
FC
1.371
RD E (FOSSIL CREEK PKWY)
FC
0.616
JCT SH 68 E RD W (HARMONY RD)
FC
0.351
RD W (TROUTMAN PKWY)
FC
0.283
RD SE (BOARDWALK DR)
FC
0.377
RD E AND W (HORSETOOTH RD)
FC
0.137
RD E (MONROE DR) RD W (MASON ST)
FC
0.231
RD E AND W (FOOTHILLS PKWY)
FC
0.165
RD E AND W (SWALLOW RD)
FC
0.472
RD E AND W (DRAKE RD)
FC
0.35
RD E (COLUMBIA RD)
FC
0.412
RD E (STUART ST)
FC
0.255
RD E AND W (PROSPECT ST)
FC
0.273
RD E AND W (PITKIN ST)
FC
0.232
RD E (ELIZABETH ST)
FC
0.265
RD E AND W (LAUREL ST)
FC
0.236
RD E AND W (MULBERRY ST)
FC
0.397
RD E AND W (MOUNTAIN AVE)
FC
0.137
RD E (WALNUT ST) RD W LAPORTE AVE)
FC
0.124
JCT SH 14 E RD W (MAPLE AVE)
FC
0.101
RD E (WILLOW ST) RD W (CHERRY ST)
FC
0.274
RD E (E VINE DRIVE)
FC
0.469
RD E (CONIFER ST)
FC
0.54
RD E AND W (WILLOX LANE), FT COLLINS
1
0.283
JCT SH 1 NE
1
0.796
RD SW (CO RD 50H)(MEADOW DR)
1
0.544
AADT
2020
Forecast
7700
8000
9000
12800
17400
17600
10500
11000
12500
14200
14200
15300
15900
13100
21800
21900
21500
22100
24800
22600
21300
21400
23200
27400
35400
37100
48400
44300
41400
42200
42500
51100
43300
50400
39800
40100
37400
38600
24200
21000
16700
23900
23400
24000
21100
19600
16800
14100
14300
14900
14400
20500
20900
21100
12600
13200
13800
15600
15600
16800
17500
14400
28300
28500
28000
28700
32200
29400
31700
27800
30200
38400
49600
51900
67800
62000
58000
59100
59500
56200
47600
55400
43800
44100
41100
50200
31500
27300
21700
31100
30400
31200
29500
27400
23500
19700
Design
Hour
Volume Directional
(% of Distribution
(%)
Lanes
AADT)
11
11
11
11
10
10
12
12
12
12
12
12
12
12
10
10
10
10
10
10
10
10
10
10
10
10
9
9
9
9
9
9
9
9
9
9
9
10
10
11
11
10
10
10
10
10
11
11
55
55
55
55
55
60
99
99
99
99
99
99
99
99
55
55
55
55
55
55
60
60
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
60
60
60
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
6
6
6
6
6
6
6
6
6
6
4
4
4
4
4
4
4
4
4
4
4
4
2
2
Daily
Funclass Capacity
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
11100
11100
15800
15800
24300
22300
11300
11300
11300
11300
11300
11300
11300
11300
24300
24300
24300
24300
24300
24300
31800
22300
24300
24300
36500
36500
40500
40500
40500
40500
40500
40500
40500
40500
27000
27000
27000
24300
24300
22100
22100
24300
24300
24300
24300
31800
14500
14500
Current
Needs
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
2020
Needs
Current
Improve.
Costs
2020
Improve.
Costs
widen to 4
widen to 4
$2,650,000
widen to 4
$670,000
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
In Loveland
In Loveland
In Loveland
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
In Ft. Collins
widen to 4
widen to 4
In Ft. Collins
In Ft. Collins
In Ft. Collins
In Ft. Collins
In Ft. Collins
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
In Ft. Collins
In Ft. Collins
widen to 4 In Ft. Collins
In Ft. Collins
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
widen to 4
$1,350,000
widen to 4
$920,000
Coris2.xls
Identifier
287C349675
287C350354
287C352353
287C354903
287C354995
287C355856
287C363228
287C367011
287C367842
287C369947
287C373820
287C384999
392A000000
402A000000
402A002400
402A002741
402A003997
RD N AND S (CO RD 17), SHIELDS ST
OLD SH 287 WEST, CO RD 54G
OVERLAND TRAIL, CO RD 29
OLD SH 287 SOUTH, CO RD 56
RD SW (CO RD 54E)
JCT SH 14 W AT TEDS PLACE
RD N (CO RD 72) (OWL CANYON)
RD W (CO RD 74E) (THE FORKS)
RD N (CO RD 80), TO BUCKEYE
RD W (CO RD 80C)
ACCESS RD NE (CO RD 37)
COLORADO-WYOMING STATE LINE
JCT SH 287
RD NW (CO RD 9E)
RD S (CO RD 9)
Larimer
Co. Zone
#
Section
Length
AADT
2020
Forecast
1
5
5
5
5
5
5
5
5
5
5
5
4
2
2
2
2
0.683
2.18
2.697
0.4
0.956
7.326
3.639
0.8
2.184
4.038
11.405
0
2.526
2.4
0.341
1.486
0
15700
6800
6950
8650
8300
4600
4350
3700
3450
3250
3600
0
10600
10700
8300
7900
0
22000
9500
9700
12100
13300
7400
5700
4800
4500
4200
4700
0
16700
25400
21600
20600
0
TOTAL - PROJECT NEEDS IN UNINCORPORATED LARIMER COUNTY
4
Design
Hour
Volume Directional
(% of Distribution
(%)
Lanes
AADT)
11
11
11
11
11
11
11
11
11
12
11
0
11
12
12
12
0
60
55
55
55
55
55
55
55
55
55
55
0
55
55
55
55
0
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Daily
Funclass Capacity
Current
Needs
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Major Art.
Minor Art.
Major Art.
Major Art.
Major Art.
widen to 4
14500
11100
11100
11100
11100
11100
11100
11100
11100
10200
11100
0
10900
14500
14500
14500
0
2020
Needs
Current
Improve.
Costs
2020
Improve.
Costs
$1,160,000
widen to 4
widen to 4
$680,000
$1,630,000
widen to 4
widen to 4
widen to 4
widen to 4
$4,290,000
$4,080,000
$580,000
$2,530,000
$38,680,000
$58,600,000
Coris2.xls

Transportation Master Plan

Transcription

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