HomeMy WebLinkAbout20203003.tiffSUMMARY OF THE WELD COUNTY PLANNING COMMISSION MEETING
Tuesday, September 15, 2020
A regular meeting of the Weld County Planning Commission was held in the Weld County Administration
Building, Hearing Room, 1150 O Street, Greeley, Colorado This meeting was called to order by Chair,
Elijah Hatch, at 12 30 pm
Roll Call
Present Gene Stifle, Tom Cope, Lonnie Ford, Elijah Hatch, Skip Holland, Dwaine Barclay, Sam Gluck, Troy
Mellon
Absent Butch White
Also Present Maxwell Nader, Jim Flesher, Angela Snyder, and Tom Parko, Department of Planning
Services, Lauren Light, Department of Health, Mike McRoberts and Evan Pinkham Department of Public
Works, Bob Choate, County Attorney, and Kris Ranslem, Secretary
CASE NUMBER
PRESENTED BY
REQUEST
ORDINANCE 2020-17
EVAN PINKHAM
IN THE MATTER OF REPEALING AND REENACTING, WITH AMENDMENTS,
CHAPTER 8 PUBLIC WORKS, OF THE WELD COUNTY CODE
Evan Pinkham, Public Works, presented Ordinance 2020-17, and stated that they are proposing changes
to Chapter 8 regarding some language that centers around defining right-of-way widths and definitions
Additionally, they are proposing to amend Appendix 8-O Functional Classification Map as well as Appendix
8-N Transportation Plan
Mr Pinkham referred to the Functional Classification Map and said that they like to update it every two to
three years Additionally, they are recommending adoption of the 2045 Weld County Transportation Plan,
which is essentially an update to the existing 2035 Transportation Plan The Transportation Plan includes
basic maintenance and construction of county roads and future project lists He added that it is a total
update from the 2035 Transportation Plan Mr Pinkham stated that the projects listed look at projects to
that 2045 date and it is basically a plan that looks at how they are going to develop the transportation in the
County between now and 2045
Mr Pinkham said that they have had several conversations with jurisdictions in Weld County and
implemented a lot of the comments received into the Draft Transportation Plan He added that they also
received comments from the North Front Range Metropolitan Planning Organization, Cities of Broomfield,
Thornton, Greeley, Brighton, and the Town of Windsor Additionally, they held meetings with several of the
communities and they are continuing to hold these meetings to gather comments and concerns they have
with both the Transportation Plan and the Functional Classification Map They also had a public input
survey online and gathered some input from the general public as well
Mr Pinkham referred to the Functional Classification map and said that they have some corridors that they
would like to change the road classification He read a list into the record of the proposed changes to road
classifications He stated that any landowners within 500 feet of these corridors were given notice of the
public hearings so that they can voice their opinions on the downgrade or upgrade classifications Mr
Pinkham stated that these classifications are used to determine setbacks for buildings and provided the
different right-of-way requirements for each road classification
Commissioner Mellon referred to Appendix A of the Transportation Plan and asked why all the county roads
aren't listed on there Mr Pinkham said that this data was given to them by their traffic model that they
conducted early on in the process and the inventory came from the state system traffic model so there are
some roads not included on that He added that some of the reason could be that Weld County doesn't
maintain that particular roadway or they don't have a current traffic count on that particular roadway
Commissioner Cope said that they just received and reviewed comments from two of the cities regarding a
number of classifications and asked if that has been incorporated into the Map Mr Pinkham said that they
have just looked at the comments that came in the last couple of days and added that they will reach out
2020-3003
6. ..20a —1 7
Kristine Ranslem
Secretary
to the cities to have conversations with them Mr Pinkham said that typically cities will have several
collectors and it doesn't line up real well with the county's system but they try their best to merge the two
together, however, it doesn't always make sense to have so many identified as collector roadways
Commissioner Stifle referred to the intersection of County 47 and Highway 392 and said that he heard
rumors of the installation of a roundabout Mr Pinkham said that there are plans for a traffic signal but no
roundabout Mr Stifle asked if there are various sizes of roundabouts Mr Pinkham said that some of
those are developed in towns and they have their own requirements The County just installed a two-lane
roundabout at County Road 17 and County Road 54
The Chair asked if there was anyone in the audience who wished to speak for or against this ordinance
Tom Honn, 40525 CR 21, stated that he is representing Weld County Farm Bureau and added that
transportation is a very significant thing to the agricultural community He expressed concern that as traffic
has increased over time, it is very difficult to pull onto a major road from a county road when hauling
equipment or sileage trucks He added that it would be nice to talk to some of the farmers in the area that
are looking for accel/decel turn lanes or features that could help traffic efficiency, flow and safety
Commissioner Barclay referred to Mr Honn's comment that he wasn't aware of any changes and asked
how that communication was sent out Mr Pinkham said that they sent notification to an ag community
group and probably didn't cast a big enough net
Motion Forward Case Ordinance 2020-17 to the Board of County Commissioners along with the Planning
Commission's recommendation of approval, Moved by Troy Mellon, Seconded by Tom Cope
Vote Motion carried by unanimous roll call vote (summary Yes = 8)
Yes Dwaine Barclay, Elijah Hatch, Gene Stile, Lonnie Ford, Sam Gluck, Skip Holland, Tom Cope, Troy
Mellon
Commissioner Mellon commended Staff for their work on the Transportation Plan
Commissioner Holland commended Staff for their work on this project as well
Commissioner Gluck said that it is awfully hard because you don't plant a tree for you, you plant it for the
future generations and Staff is tasked with planting trees and understands it is pretty tough
Meeting adjourned at 2 52 pm
Respectfully submitted,
2
ATTENDANCE RECORD
NAME - PLEASE PRINT LEGIBLY
ADDRESS
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BEFORE THE WELD COUNTY, COLORADO, PLANNING COMMISSION
RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS
Moved by Troy Mellon, that the following resolution be introduced for passage by the Weld County Planning
Commission Be it resolved by the Weld County Planning Commission that the application for
CASE NUMBER ORDINANCE 2020-17
PRESENTED BY EVAN PINKHAM
REQUEST - IN THE MATTER OF REPEALING AND REENACTING, WITH AMENDMENTS,
CHAPTER 8 PUBLIC WORKS, OF THE WELD COUNTY CODE
be recommended favorably to the Board of County Commissioners
Motion seconded by Tom Cope
VOTE
For Passage
Tom Cope
Gene Stifle
Lonnie Ford
Elijah Hatch
Skip Holland
Dwaine Barclay
Sam Gluck
Troy Mellon
Against Passage Absent
Butch White
/
The Chair declared the resolution passed and ordered that a certified copy be forwarded with the file of this
case to the Board of County Commissioners for further proceedings
CERTIFICATION OF COPY
I, Kristine Ranslem, Recording Secretary for the Weld County Planning Commission, do hereby certify that
the above and foregoing resolution is a true copy of the resolution of the Planning Commission of Weld
County, Colorado, adopted on September 15, 2020
Dated the 15th of September, 2020
41:41.66,1,--d Aetotain„
Kristine Ranslem
Secretary
ARTICLE VIII - Transportation Planning
Sec. 8-8-10. - Weld County Transportation Plan and Functional Classification Map.
A. The Weld County Transportation Plan, as amended ("Transportation Plan"), is intended to summarize
existing transportation conditions, recommend policy, funding and roadway development for the County
over a twenty -five-year planning horizon. The Transportation Plan will serve an integral part in the
decision making process for County staff and elected officials. The primary purpose of this Article is to
provide technical information that can be used as a basis for formulating transportation -related policies.
The Transportation Plan will also be an extension of the Comprehensive Plan focusing on basic travel
characteristics unique to the County. The Transportation Plan is found in Appendix 8-N of this Chapter
and is intended to be used in concert with Chapter 22 of this Code. It is recommended to update this plan
when updating the comprehensive plan annually and revise it every five (5) years.
B. The Functional Classification Map is a component of the Transportation Plan and is the process by which
County roads are grouped into classes according to the character of service provided. The purpose of
Grouping the roads into classes helps identif,, ies the required minimum width of future right-of-way and
locations for future right-of-way reservation. It is recommended to update the Functional Classification
Map every two (2) years. The Functional Classification Map is found in Appendix 8-O of this Chapter.
C. The minimum right-of-way widths are as follows, unless shown otherwise on the Functional Classification
Map found in Appendix 8-O of this Chapter:
1. Arterial: One -hundred forty (140) feet.
2. Collector: Eighty (80) feet.
3. Local: Sixty (60) feet.
4. Minimum right-of-way widths for "Arterials Not Constructed" shown on the Functional Classification
Map found at Appendix 8-O of this Chapter are found in project identifications and/or designs
approved by resolutions of the Board of County Commissioners.
5. Minimum right-of-way widths for Weld County four -lane controlled -access highways detailed in
C.R.S. Section 43-2-110 are identified in approval documents.
D. Where road right-of-way has not been dedicated or otherwise acquired by the County, but the County
maintains a public road, the width of the prescriptive right-of-way, which includes the entire area
necessary for maintenance by the County, shall be a minimum of 60 feet (30 feet from either side of the
center of the road).
Sec. 8-8-20. -Adoption of Chapter VI, Transportation Element of Northern Colorado Regional
Communities 1-25 Corridor Plan.
Eight (8) regional communities in Northern Colorado, including Weld County, have joined together to
prepare the Northern Colorado Regional Communities 1-25 Corridor Plan (the "Plan"), which Plan
encompasses an area in the County extending approximately one (1) mile on either side of 1-25 for a distance
of five (5) miles, beginning at WCR 40 and extending northward to Colorado State Highway 60. The Plan
includes in Chapter VI a Transportation Element, a copy of which is found at Appendix 8-K. The County
adopts the Transportation Element for use in planning the transportation systems along said portion of the I-
25 Corridor within the County.
[APPENDICES 8-A THROUGH 8-M - NO CHANGE]
AMEND APPENDIX 8-N - TRANSPORTATION PLAN
AMEND APPENDIX 8-O - FUNCTIONAL CLASSIFICATION MAP
[APPENDICES 8-P AND 8-Q - NO CHANGE]
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APPENDIX 8-N - TRANSPORATTON PLAN
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WELD COUNTY
2045
TRANSPORTATION PLAN
PREPARED FOR WELD COUNTY COMMISSIONERS
1 150 O STREET
GREELEY, COLORADO 80631
PREPARED BY WELD COUNTY PUBLIC WORKS DEPARTMENT
1111 HSTREET
GREELEY, COLORADO 80631
DRAFT SEPTEMBER 10, 2020
TABLE OF CONTENTS
INTRODUCTION .6
Purpose 8
Background 9
Demographics 13
PLAN CONTEXT 16
Planning Process 17
Policies and Guiding Principles 19
INVENTORY OF EXISTING CONDITIONS..24
Roadway Conditions 25
Traffic Volumes 26
Level of Service 27
Crash Data Analysis 31
Multimodal Facilities 34
Hazardous Materials Corridors 40
Freight Corridors 41
Weather Stations 43
OPERATIONS .44
Asphalt Paved Roads 45
Concrete Roads 47
Gravel Roads 48
Snow Removal 51
Bridges 51
REGIONAL TRANSPORTATION PLANNING 55
NFRMPO 57
UFRTPR 58
DRCOG 59
Transportation Partnerships 60
8 -Hour Ozone Nonattainment Area 63
ACCESS CONTROL PLANS .66
Access Management 67
Completed Access Control Plans 68
Future Access Control Plans 70
ROAD CLASSIFICATION PLAN.....71
Traffic Forecast Study 72
Traffic Volume Projections 73
Functional Classification Plan 81
Functional Classification Definitions 85
Road Classification Guide 88
IMPLEMENTATION.......91
Long Range Transportation Project List 92
Capital Improvements Plan (CIP) 99
Strategies 100
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LIST OF FIGURES
FIGURE 1 - WELD COUNTY VICINITY MAP
FIGURE 2 - THOROUGHFARE MAP (1973)
FIGURE 3 - ROAD CLASSIFICATION MAP (1995)
FIGURE 4 - FUNCTIONAL CLASSIFICATION MAP (2011)
FIGURE S - 2015 POPULATION DENSITY
FIGURE 6 - 2045 POPULATION DENSITY
FIGURE 7 - 2015 EMPLOYMENT DENSITY
FIGURE 8 - 2045 EMPLOYMENT DENSITY
FIGURE 9 - MOST TRAVELED COUNTY ROADS (2020)
FIGURE 10 - LEVEL OF SERVICE DIAGRAM
FIGURE 11 - LEVEL OF SERVICE MAP
FIGURE 12 - 2019 CRASH ANALYSIS MAP
FIGURE 13 - CRASH LOCATIONS (2015-2019)
FIGURE 14 - RAILROAD AND AIR TRANSPORTATION
FIGURE 15 - REGIONAL TRANSIT
FIGURE 16 - REGIONAL TRAILS
FIGURE 17 - NUCLEAR AND HAZARDOUS MATERIALS ROUTES
FIGURE 18 - FREIGHT CORRIDORS
FIGURE 19 - ROAD TREATMENT THRESHOLDS
FIGURE 20 - COUNTY MAINTAINED ROADS
FIGURE 21 - BRIDGE SUFFICIENCY SCORING
FIGURE 22 - BRIDGE LOCATIONS
FIGURE 23 - MPO BOUNDARIES
FIGURE 24 - 8 -HOUR OZONE NONATTAINMENT BOUNDARY
FIGURE 25 - SUBAREA ROAD LOCATIONS
FIGURE 26 - TRIP INTERACTION BETWEEN REGIONS
FIGURE 27 - TRAFFIC VOLUMES (2015)
FIGURE 28 - TRAFFIC VOLUMES (2045)
FIGURE 29 - TRUCK TRAFFIC VOLUMES (2015)
FIGURE 30 - TRUCK TRAFFIC VOLUMES (2045)
FIGURE 31 - GUIDE TO MODIFYING ROAD CLASSIFICATIONS
FIGURE 32 - FUNCTIONAL CLASSIFICATION MAP
LIST OF TABLES
TABLE 1 - PROJECTED POPULATION GROWTH
TABLE 2 - JOBS BY SECTOR
TABLE 3 - TOP TEN CRASH LOCATIONS (2015-2019)
TABLE 4 - RAILROAD COMPANIES
TABLE 5
TABLE 6
SUBAREA GROWTH RATES
TOP DESTINATIONS FROM WELD COUNTY
TABLE 7 - TOP ORIGI
TABLE 8
NS TO WELD COUNTY
TRIP INTERACTION BETWEEN REGIONS (VPD)
TABLE 9 - ROAD CLASSIFICATION DEFINITIONS
TABLE 10 - SHORT-RANGE PROJECT LIST (2021-2025)
TABLE 11 - MID -RANGE PROJECT LIST (2026-2035)
TABLE 12 - LONG-RANGE PROJECT LIST (2036-2045)
APPENDICES
APPENDIX A - TRAFFIC MODEL ROADWAY INVENTORY
APPENDIX B - TYPICAL ROAD CROSS-SECTION DIAGRAMS
APPENDIX C - CONCEPTUAL CONSTRUCTION COST ESTIMATE
APPENDIX D - REFERENCES AND SOURCES
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ACRONYi
AADT Annual Average Daily Traffic
AASHTO American Assn. of State Highway & Transportation Officials
ACP Access Control Plan
ADT Average Daily Traffic
APFP Adequate Public Facilities Plan
BOCC Board of County Commissioners
CDOT Colorado Department of Transportation
CDPHE Colorado Department of Public Health and Environment
CIP Capital Improvements Plan
CMAQ Congestion Mitigation and Air Quality
CNG Compressed Natural Gas
CO Carbon Monoxide
DOLA Department of Local Affairs
DOT Department of Transportation
DRCOG Denver Regional Council of Governments
FDR Full Depth Reclamation
FHWA Federal Highway Administration
GMA Growth Management Area
HARP Haul Route Program
HUTF Highway Users Tax Fund
IGA Intergovernmental Agreement
LOS Level of Service
MPO Metropolitan Planning Organization
MUTCD Manual on Uniform Traffic Control Devices
N FRMPO North Front Range Metropolitan Planning Organization
PEL Planning and Environmental Linkages Study
RAP Reclaimed Asphalt Pavement
ROW Right -of -Way
SH State Highway
SIP State Implementation Plan (Air Quality)
TAZ Traffic Analysis Zone
TIP Transportation Improvement Program
TMA Transportation Management Area
TPR Transportation Planning Region
UFRTPR Upper Front Range Transportation Planning Region
✓ /C Volume to Capacity Ratio
✓ MT Vehicle Miles Traveled
✓ PD Vehicles Per Day
WCR Weld County Road
Figure 1: Weld County Vicinity Map
1APAME
WYOMING
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Weld County is the third largest county in the State of Colorado, covering 3,987 square
miles in the north central part of the state. Weld County is bordered by the State of
Wyoming and the State of Nebraska to the north, Morgan County and Logan County to
the east, Adams County and the City and County of Broomfield to the south, and Boulder
County and Larimer County to the west. According to the Colorado State Demography
Office, Weld County's
2019 population estimate
is 323,763 residents. The
County averages
approximately a 3.5%
annual growth rate, which
identifies Weld County as
having the second fastest
growth rate among
counties in Colorado, and
fourteenth largest growth
rate in the country for
counties with population
over 100,000. Greeley, the
County seat, had a
growth rate of 3% in 2017,
making it the seventh
highest growth rate in the
country for cities. Weld County's importance as an agricultural region dates to its
inception in the early 1860's. Today, Weld County continues to be one cf the most
agriculturally productive counties in the State of Colorado. In terms of value of total
agricultural products sold, Weld County ranks as number one in the state, and number
nine in the country at $1.8 billion annually. Oil and gas production activities have
occurred for decades in Weld County, however in recent years production has increased
exponentially due to the introduction of horizontal drilling. Weld County also has many
small and large businesses located in the unincorporated portion of the County. This
diverse economy impacts the County road system and are continually difficult to
accommodate both physically and financially. As a result, ongoing growth and
development will continue to increase traffic demands on the County's roadway
network. This 2045 Transportation Plan outlines the strategies that Weld County is
implementing and will implement in the future to keep up with the transportation needs
of the traveling public. This plan will attempt to address how Weld County intends to
address the traffic increases associated with rapid population growth expected in the
region. As a part of this planninc effort, Weld County has developed a list of
transportation related projects that are both financially feasible, as well as necessary in
order to accommodate future traffic volumes. The project list in this plan outlines Weld
County's transportation needs over the next 25 years and was developed through in-
depth review by technical staff, and through the development of a traffic forecast model
that encompasses Weld County roadways. Unincorporated Weld County has a vast
roadway network that includes 743 miles of paved roads, approximately 2,173 miles of
gravel roads, 447 bridges, and thousands of culverts, all maintained by the Weld County
Public Works Department. This plan is necessary to ensure that improvements to the
transportation facilities in the County are cost effective and are financially feasible
through long-term planning as well as the preservation of ROW.
The Weld County 2045 Transportation Plan serves as an
integral part in the decision -making process for Weld
County staff and elected officials. The primary
purpose of this document is to provide technical
information that can be used as a basis for formulating
transportation related policies. To ensure the
sustainability of Weld County's quality of life, this plan
shall consider preserving the rural character, while
providing strategies that sustain urban development.
The focus of
the content in
this plan is to
provide guidance for future transportation
development in Weld County, however there are
multiple topics that will be covered throughout
the text. Within the County boundaries reside
thirty-two incorporated municipalities, all having
their own unique identity. Weld County's diversity
provides the residents an abundant amount of
choices and opportunities for homes, businesses,
recreation, and leisure activities. Many of these
Weld County communities have adopted
transportation plans of their own. Weld County
reviewed these documents to ensure a regionally
coordinated implementation strategy is
recognized County -wide for compatibility and
future improvements. As a result, this regional
outreach hopes to encapsulate a balanced
County -wide transportation system, uniting the
entire region.
IIMINIPPEEP
INCORPORATED
MUNICIPALITIES
AULT, BERTHOUD, BRIGHTON,
DACONO, EATON, ERIE,
EVANS, FIRESTONE, FORT
LUPTON, FREDERICK,
GARDEN CITY, GILCREST,
GREELEY, GROVER, HUDSON,
JOHNSTOWN, KEENESBURG,
KERSEY, LASALLE, LOCHBUIE,
LONGMOT, MEAD,
MILLIKEN, NEW RAYMER,
NORTHGLENN, NUNN N,
PIERCE, PLATTEVILLE,
SEVERANCE, THORNTON,
TIMNATH, AND WINDSOR.
MISSION STATEMENT
THE PURPOSE OF THE WELD
COUNTY 2045 TRANSPORTATION
PLAN IS TO PROVIDE A
COORDINATED COUNTY -WIDE
ROAD SYSTEM THAT MOVES
PEOPLE AND GOODS IN A SAFE,
ECONOMICAL, AND EFFICIENT
MANNER.
There is a substantial relationship between
transportation and land use, which is true for both
rural and urban areas. By coordinating transportation
planning and land -use planning, multiple benefits
are revealed through effective utilization of
transportation resources. Such benefits include
improved travel choices and options, reduced road
network demands and VMT, less time spent driving,
increased community health and active living,
economic vitality, and improved air quality. A
comprehensive transportation approach can be
employed through development design standards,
programs, and policies that support a wider variety
of transportation choices.
The purpose of this 2045 Transportation Plan is to
summarize existing transportation conditions and
recommend policy; funding. and roadway
development for Weld County through the 2045
planning horizon. This timeline supports current travel
modeling efforts of NFRMPO, DRCOG and CDOT. The
most recent Weld County Comprehensive Plan
update was completed in conjunction with this plan
as well. The 2045 Transportation Plan will be an
extension of the Comprehensive Plan focusing on
basic travel characteristics unique to Weld County.
UNINCORPORATED
COMMUNITIES
BARNESVILLE, BRIGGSDALE,
BUCKINGHAM, CAMFIELD,
CARR, DEARHELD, EAST
EATON, ESPANOLA,
EVANSTON, GALETON (ZITA
TOWN), GILL, HARDIN,
HEREFORD, KEOTA, KERSEY
COLONY, LUCERNE, NORTH
JOHNSTOWN, PEACEFUL
ACRES, POUDRE CITY,
PULLIAM, PURCELL, PURITAN,
ROGGEN, SEBOLD, ST. LOUIS
WESTERN COLONY,
STONEHAM, VOLLMAR,
UNION COLONY, AND
WATTENBERG
In 1866, Section 2477 of the Revised Statutes of the United States provided: "The right of
way for the construction of highways over public lands not reserved for public uses is
hereby granted". It was also known
as the Mining Act and the Canal
Act. In 1885 an Act by the Colorado
General Assembly gave the right to
County Commissioners to declare
any section line or township line in
the public domain a public
highway. On October 12, 1889, the
BOCC of Weld County declared all
section and township lines in the
public domain of the United States
r
in Weld County to be public highways. This order was recorded at the Clerk and
Recorders Office in Book 86 at page 273. With this order, 60' of ROW (30' on each side of
the section or township line) was reserved as long as the land was still in the public domain
as of October 12, 1889. Lands excepted from this are in railroad sections, school sections,
and lands patented prior to the year
1889.
Fast forward nearly a century, and in
1961 the Weld County Subdivision
Code was developed. This code
referred to a road classification
system in the County, and called out
arterial, collector and local roads.
The arterial road classification had
100 feet of ROW total, instead of the
140 feet that the County currently
identifies. ROW for collector and
local roads have been left
unchanged. This was really the first time that future roadway planning was done in Weld
County in terms of planning for roadway capacity expansion for County roads.
The 1973 Weld County Comprehensive Plan included a map that classified specific roads
and referred to the roadway classifications. This thoroughfare plan contained
classifications that include freeways, expressways, rural expressways, arterial, rural
arterial, collector, and local. The amount
Figure 2: Thoroughfare Plan (1973)
of ROW for each classification went from 250
feet for a freeway, down to 60
feet for a local road. These
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early references to ROW
helped to create a system
that allows Weld County to
maintain and improve
county roads in a cost-
effective way. Staff at the
time developed these plans
in order to ensure that the
County would continue to
have the ability to widen
roads when traffic volumes
increase beyond the current
roadway capacity.
Figure 3: Road Classification Map (1995)
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In 1995 a new functional
classification map was created. This
map served as a component of the
1995 Weld County Comprehensive
Plan. This map was an update of the
previously adopted Thoroughfare
Plan. Since 1995 considerable
changes have occurred,
necessitating a review and revision
of the County's road classification
plan and road cross -sections.
In the late 1990's, Weld County was
experiencing significant growth
pressures by new residential,
commercial and industrial
development. To address these
Growing demands, the County
v �
pursued implementing a road
impact fee. Impact fees are one of the most direct ways for local governments to require
new developments to pay their pro -rata share of the cost of new infrastructure facilities
required to serve that development. The charges are typically assessed based on a
standard formula and are collected at the time of building permit issuance.
In June 2001, Duncan and Associates
prepared an update of the road impact fees
in the Southwest Study Area. The update was
limited to recalculating the impact fees for a
redrawn Southwest service area, which
excluded all the non -participating
municipalities. In 2002, Duncan and Associates
in association with Felsburg, Holt and Ullevig
prepared a County -Wide Road Impact Fee
Study. Like the previous studies, the County-
wide study was based on a demand -driven
model. The difference with this study was the
fundinc of capacity -expanding improvements
within the assessment districts on major
roadways. For the purpose of the impact fee
study, these major roadway systems were
classified as major arterial roads. Weld County
Public Works began performing corridor
Figure 4: Functional Classification Map (2011)
Figure 24: Functional Clas3ification Map
studies in 2002. The intent of the corridor studies was to refine the alignment or geometry
problems associated with roadways that have alignment issues.
Weld County has conducted several corridor studies. The BOCC currently recognizes the
following studies:
•
•
S
High Plains Boulevard I-25 Parallel Arterial Corridor Study
Weld/Adams County Line Crossroads Alignment Study
WCR 49/Imboden Alignment Study
In 2011, the Weld County 2035 Transportation Plan was adopted by the BOCC. The plan
set up a method for developing, implementing and updating a functional classification
map. The plan built on methods that were done in the past but created a clear process
to be utilized by staff. Since the 2035 Transportation Plan was adopted, Weld County
integrated corridor
studies into the
functional classification
map. The functional
classification map
divides roads into four
categories, much like
the earlier roadway
classification maps.
Each classification refers
to the amount of future
ROW that is reserved.
County Highway refers
to roads that are
designated as such by
the State of Colorado.
For arterials, 140 feet of
total ROW is called out. This amounts to 40 feet of future ROW on each side of the road.
Collector roads have a total of 80 feet of ROW, so 10 'eel of future ROW on each side of
the existing ROW. Local roads have 60 feet of ROW with no future ROW called out. The
BOCC has updated the functional classification map two times since the initial adoption
of the map in 2011. The map should be updated every two years in order to remain
relevant to current conditions.
The Front Range of Colorado continues to
see large population increases year after
year. Projections into the future show no
slowing down for growth in the area. As of
2020, approximately 324,429 people call
Weld County home, which represents 5.7
% of the total population of Colorado. The
Colorado State Demographic Office
forecasts that the 2045 population for
Weld County will be approximately
644,943. CDOT's FOCUS traffic model has
a similar projection, with an expected
population of 647,692. Both forecasts
predict that population in the next 25
years will double in Weld County. With this
massive growth, public officials will need
to utilize all available tools to mitigate
traffic concerns. The current roadway
facilities will not be adequate in terms of
efficient movement of people and freight.
The population density changes of Weld
County will be urban -centered growth,
with currently vacant agricultural lands
one of the primary locations for growth. As
seen in Figures 5 and 6, population
increases will be greatest in the region
between Greeley, Loveland and Fort
Collins, as well as along the 1-25 corridor.
Population growths are estimated at
approximately 3% per year over the next
Figure 5: 2015 Population Density
Larimar
County
r-
�`f
Boulder
County
.
p
t
r
I.
'35
Seasagssmaniasaaaragrattn
Weld County
f
Logan
County
Morgan
County
2015 Population Density Per Square Mile
<- 100
101-500
601 - LOGO
1.001 3.000
3.001 • 5.000
> 5000
Weld county
Figure 6: 2045 Population Density
Larirnor
Coll nth!
Boulder
County
7y
1
Weld County
10
s
0
Logan
County
Morgan
County
2045 Population
<a 100
101 - 700
501 . LOGO
- tool - 3.000
_ 3.001 - 5.000
> 5.000
Qvoid County
Density Per Square Mile
IC
1
25 years. One reason for the growth is that Weld County has a large amount of
agricultural land available for development in comparison to Lorimer and Boulder
Counties.
The trend of people living in Weld County and commuting to other counties for work is
expected to increase in the future. During the timeframe of this plan, employment in Weld
County is expected to increase at a 2% annual rate. According to estimates, County
employment will reach 223,000 in 2045.
1U
i _
Table 1: Projected Population Growth
YEAR POPULATION
2020
2025
2030
2035
2040
2045
333,004
383,958
443,431
505,828
569,559
644,943
Figure 7: 2015 Employment Density
- � r _
PERCENT AVERAGE ANNUAL
CHANGE INCREASE
15.3%
15.49%
14.07%
12.6%
13.24%
Larimer
County
too w ___
Boulder
County
J
as•
,q
t4 r
Weld County
i _
I
Logan
County
Morgan
County
2015 Employment Density
<- too
101.500
501 - 1,300
1,001 - 3,000
us 3,001 5.000
MN >5.00C
Weld County
Per Sq. Mile
D
St'
Figure 8: 2045 Employment Density
\sbel
Larimer
County
Boulder
County
(
a35
Logan
County
Weld County
t
Morgan
County
'6,
2045 Employment Density Per Sq. Mile
c- 100
101 -500
501 • 1.000
1.001 - 3.000
Jim 3,001 - 5,000
MIN ) 5,000
n Wcld County
10
4
0
to
MMI
3.06%
3.1%
2.81%
2.52%
2.65%
This increase in employment is not large
enough jobs to keep up with the
population growth, so it is likely that
many more people will be commuting
outside of the County for work. Weld
County is positioned to be a huge labor -
shed that will provide many workers to
Fort Collins, Boulder, and the Denver
Metro Area, among other locations. The
additional commuters will put a strain on
regional transportation corridors.
Measures to mitigate the additional
commuter traffic are needed. Figures 7
and 8 show employment density in Weld
County for 2015 and 2045. As you can
see, for the most part employment
increases are centered around major
transportation corridors. Weld County
will continue to work with nearby cities,
counties, and other agencies to
develop strategies to ease traffic
congestion concerns in the region.
Weld County is the most agriculturally
productive county in the state
according to the USA Census of
Agriculture. Table 2 lists Weld County
Employment by sector, between the
years 2010 and 2018, according to the State Demography Office. As you can see,
government, agriculture, food service, health services, retail, manufacturing, and
construction employ the highest numbers of people in the County.
Table 2: Jobs by Sector
SECTOR
2010
AGRICULTURE
MINING
UTILITIES
CONSTRUCTION
MANUFACTURING
WHOLESALE TRADE
RETAIL TRADE
TRANSPORTATION AND WAREHOUSING
INFORMATION TECHNOLOGY
FINANCE ACTIVITIES
REAL ESTATE
PROFESSIONAL, SCIENTIFIC/TECHNICAL SERVICES
MANAGEMENT OF COMPANIES, ENTERPRISES
ADMINISTRATIVE SUPPORT AND WASTE
MANAGEMENT
EDUCATION
HEALTH SERVICES
ARTS, ENTERTAINMENT AND RECREATION
ACCOMMODATION AND FOOD SERVICES
OTHER SERVICES EXCEPT PUBLIC ADMINISTRATION
GOVERNMENT
TOTAL
•
6,006
3,339
266
9,169
10,614
3,547
9,410
3,132
1,081
3,952
2,997
4,167
1,112
5,289
908
9,290
1,526
6,011
6,627
16,539
104,982
2018
6,593
8,899
402
14,808
14,052
4,780
12,748
5,638
1,016
3,736
4,028
5,870
1,837
7,882
1,637
10,987
2,085
8,903
8,273
17,894
142,067
CHANGE
10%
167%
51%
62%
32%
35%
35%
80%
-6%
-5%
34%
41%
650
49%
8O%
18%
37%
48%
25%
8%
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t:NINc;...PROCEsS
Preparation and plan assessment for the 2045 Transportation
Plan update began in August of 2019 with an assessment of
the 2035 Transportation Plan. Staff reviewed the plan to
determine how the existing plan has been utilized, and how
improvements can be made with the updated plan.
The project team looked at existing conditions and
projections for, among other things, traffic and population
growth. After initial assessment, staff determined that a traffic
demand model to incorporate into the 2045 plan would be
extremely beneficial to staff for a variety of reasons. The traffic
demand model would be utilized to analyze existing
conditions and transportation conditions through the year
2045. Alliance Transportation Group was hired by Weld
County to develop a traffic demand model.
In mid -2020, Weld County began its public outreach in order
to gather information and opinions from residents in Weld
County. County staff gathered concerns and priorities of the
public regarding transportation. Responses from the 2045
Transportation Plan survey can be found in the next few
pages.
Staff reviewed the outcomes of the survey, in order to
develop this plan in a way that encompassed the needs and
concerns of the public. The draft Transportation Plan was then
posted on the Weld County website, and additional input
from the public, County municipalities, and other local
agencies was obtained during the review period.
After a final draft of the plan was complete, staff presented
the plan to the Weld County Planning Commission. After
gaining approval from the Planning Commission, the plan
was reviewed by the BOCC and adopted in November of
2020.
Transportation
Plan Update
Assessment
Data
Collection and
Traffic Model
Development
Kick-off Public
Meetings and
Online/In-
Person Survey
Assess Existing
Conditions
Development
of Draft Plan
Public Revew
Adoption of
Final
Transportation
Plan
RESULTS FROM PUBLIC OUTREACH SURVEY
• /
TRANSPORTATION PRIORITIES
Most Important • Important ■ Not Important ■ Least Important
1
i
ROADWAY
SAFETY
IMPROVEMENTS
_r)
REDUCE TRAFFIC
CONGESTION
MAINTAIN
EXISTING
ROADWAY
CONDITIONS
1
PAVE OR TREAT
ADDITIONAL
GRAVEL
ROADWAY
Residential
Recreation
Transportation
Commercial Development
Agriculture
50
100
0
PRIORITIES
150 200
■ Least Important ■ Not Important t Neutral a Important ■ Most Important
TOP COMMENTS WE RECEIVED:
IMPROVE EXISTING PAVED ROADS
'MPROVE UNPAVED ROADS
IMPROVE OVERALL ROAD SAFETY
TOO MANY LARGE TRUCKS
ADU MORE PUBLIC
TRANSPORTATION OPTIONS
TOO MUCH TRAFFIC
ADD MORE BICYCLE LANES/TRAILS
Rate Weld County's
Roadway
Infrastructure
5=Highest 1=Lowest
■4 ■5
AREAS OF TRAFFIC CONGESTION
ACCORDING TO SURVEY RESULTS:
WELD COUNTY ROAD 74
NEW COUNTY ROAD 13
W ELD COUNTY ROAD 1
NEW COUNTY ROAD 1 7
W ELD COUNTY ROAD 35
W ELD COUNTY ROAD 2
; ATE HIGHWAY SYSTEM
TP.GOAL 1. DEVELOP AND MAINTAIN A SAFE, EFFICIENT ROADWAY NETWORK.
TP.Policy 1.1. Ensure County road facilities are constructed and maintained
in accordance with the functional classification plan, as well as adopted
County standards in the Weld County Engineering and Construction
Guidelines.
TP.Policy 1.2. Ensure ROW is dedicated or reserved for public use when
development occurs.
TP.Policy 1.3. Strive to maintain a level of service (LOS) C or better for the
overall roadway network.
TP.Policy 1.4. Avoid or minimize potential conflicts among different
transportation modes, such as vehicular and freight crossing points.
TP.Policy 1.5. Design and construct road networks that provide best
practices for improvements and safety, i.e. shoulders, access, guardrails,
etc.
TP.Policy 1.6. Prioritize new construction projects based on safety,
connectivity, access, and traffic volumes.
TP.Policy 1.7. Work with utility companies to develop a utility clearance map
to identify potential conflicts for safe construction in the ROW.
TP.Policy 1.8. When a signalized intersection is warranted on the county
road system, a cost -benefit ratio comparison to constructing a roundabout
should be considered prior to installing a traffic signal.
TP.Policy 1.9. A county -wide trail system should be promoted to offer
additional transportation options and for recreational purposes.
TP.Policy 1.10. Implement and maintain urban and rural cross -sections that
are consistent with the functional classification plan, as amended.
TP.Policy 1.11. Create access control plans for all Weld County roads with
arterial classifications and enforce access safety criteria as adopted in the
Weld County Code.
TP.Policy 1.12 Consider a multi -modal transportation system that assists in
reducing congestion on the roadway network.
TP.Policy 1.13. In urban areas, promote on -road bike lanes for cyclists, and
off -road or detached sidewalks/side path trails for pedestrian and bicyclists
serving higher population densities. In rural areas, promote bikeable
shoulders on roadways whenever feasible.
TP.GOAL 2. ENCOURAGE PARTNERSHIPS WITH MUNICIPALITIES, NEIGHBORING
COUNTIES, THE COLORADO DEPARTMENT OF TRANSPORTATION, NORTH FRONT
RANGE METROPOLITAN PLANNING ORGANIZATION, UPPER FRONT RANGE
TRANSPORTATION PLANNING REGION, DENVER REGIONAL COUNCIL OF
GOVERNMENTS, SPECIAL DISTRICTS, AND PRIVATE ENTITIES TO COORDINATE
TRANSPORTATION IMPROVEMENTS AND LAND USE STRATEGIES, AND TO ENHANCE
INTERAGENCY COMMUNICATION.
TP.Policy 2.1. Continue support and collaboration of transportation
coalitions to further improvements of regional transportation corridors.
TP.Policy 2.2. Improve communication and collaboration with local
agencies to create partnership opportunities on construction projects.
TP.Policy 2.3. Develop a regional framework approach to constructing
Weld County's transportation system by considering a macro perspective
during the decision -making process.
TP.Policy 2.4. Hold an annual Weld County Public Works conference
meeting with Weld County communities to discuss capital improvement
projects and current maintenance techniques.
TP.Policy 2.5. Continue participation in regional transportation organizations
that support the goals of the Weld County Transportation Plan and
encourage partnerships with other local government agencies to provide
a sustainable transportation system.
TP.Policy 2.6. Promote the Weld County Smart Energy Plan, which supports
efforts of utilizing natural gas as an alternative transportation fuel, as well as
converting vehicles to bi-fuel or dedicated natural gas.
TP.Policy 2.7. Support the Northern Colorado Bike and Pedestrian
Collaborative to improve bicycle and pedestrian facilities within the
County.
TP.Policy 2.8. Coordinate with municipalities regarding transportation
infrastructure improvements associated with new land use development
within the County.
TP.GOAL 3. IMPROVE THE MOVEMENT OF PEOPLE AND GOODS BY ENHANCING
ARTERIAL ROADWAYS.
TP.Policy 3.1. Where appropriate, consider paved shoulders, auxiliary lanes,
and other appropriate design considerations to enhance the safety and
capacity of County roads.
TP.Policy 3.2. Plan for future regional multi -modal transportation needs by
providing connectivity between the communities.
TP.Policy 3.3. Enforce access management guidelines and policies to
ensure the functional integrity of the county road network is maintained
according to its planned function. Continue development and support for
access control plans throughout Weld County.
TP.Policy 3.4. All County infrastructure should be designed and constructed
in accordance with Weld County Engineering and Construction Guidelines.
TP.GOAL 4. SUPPORT GOOD LAND USE PLANNING POLICIES BY COORDINATING
LONG-RANGE AND TRANSPORTATION PLANNING DECISIONS TO ENSURE NEW
DEVELOPMENT MAINTAINS AN ADEQUATE LEVEL OF SERVICE BY PAYING ITS SHARE
OF IMPROVEMENTS TO THE TRANSPORTATION NETWORK.
TP.Policy 4.1. Adhere to the Adequate Public Facilities Ordinance (APFO) to
ensure funding mechanisms for transportation are sufficient to maintain the
existing level of service. Should a proposed development reduce the
roadway level of service then improvements should be made to the site to
keep the roadway network at the County's approved roadway level of
service. More specifically, during the development review process, as a
condition of land development, require construction of public
improvement facilities in proportion to their respective traffic demand
impacts and land development patterns.
TP.Policy 4.2. Maintain a five-year Capital Improvement Plan (CIP), which
coordinates with the short- and long-range improvements identified in the
Weld County Transportation Plan. The CIP is updated annually.
TP.Policy 4.3. Update the Road Impact Fee (RIF) study every ten years to
assure new development contributes its fair proportional share of the cost
of providing the capital improvements required to provide new
development with the same level of service currently enjoyed by existing
development.
TP.Policy 4.4. Whenever possible, the County should consider projects that
assist with reducing Vehicle Miles Traveled (VMTs) including projects that
.47
•
az- t 8:1
Il n
coy•,„
encourage a variety of transit options, such as but not limited to: Park -n -
Ride Facilities, Bus Rapid Transit, High Occupancy Vehicle (HOV) lanes,
bicycle and/or "Micromobility solutions", and Transit Oriented
Developments (TOD), etc.
TP.Policy 4.5. Maximize the compatibility of roads, streets, and highways
with adjacent land uses.
TP.Policy 4.6. Recognize the value other transportation modes offer, such as
airplanes, trains, and buses, and encourage the continued use through
compatible surrounding land uses.
TP.Policy 4.7. Develop a sustainable transportation system that incorporates
land use, transportation, economics, and cost benefit ratios into the
decision -making process.
TP.Policy 4.8. Future developments may need to make on -site and off -site
roadway improvements as appropriate, and the County should consider
the implementation of reimbursement agreements for off -site
improvements made beyond the limits of the site -specific development
proposal, where appropriate.
TP.Policy 4.9. Promote bikeways and sidewalks in new developments to link
residential and employment areas, commercial centers, recreational and
open space areas and educational facilities.
TP.Policy 4.10. New public roads should be accepted in accordance with
Weld County's road acceptance policy outlined in Weld County Code.
TP.GOAL 5. IMPLEMENT THE TRANSPORTATION PLAN IN A WAY THAT CONSIDERS
OTHER TRANSPORTATION AND COMPREHENSIVE PLANS.
TP.Policy 5.1. Review the functional classification plan map annually to
ensure the rights -of -way are adequate to facilitate capacity needs for new
development and meet travel demand. The functional classification map
serves as the County's official roadway plan.
TP.Policy 5.2. Utilize the Weld County Transportation Plan as a needs -based
planning tool providing a resource to elected officials, staff, and county
residents by identifying the most cost-effective transportation infrastructure
and services.
TP.Policy 5.3. Support economic development outreach through
transportation planning efforts.
TP.Policy 5.4. Update the Transportation Plan as necessary.
TP.GOAL 6. UPDATE THE CAPITAL IMPROVEMENTS PLAN AND IMPLEMENT STRATEGIES
THAT RECOGNIZE FUNDING LIMITATIONS AND SEEK ALTERNATIVE FUNDING
SOURCES.
TP.Policy 6.1. Pursue state and federal grant funds to assist in constructing
new capital improvement projects. Any new transportation facilities should
be designed to minimize future maintenance costs without sacrificing
safety.
TP.Policy 6.2. The County should emphasize maintenance and upgrading
of existing transportation facilities over the provision of new facilities to
protect its existing investment.
TP.Policy 6.3. Work with adjacent counties, such as Boulder, Larimer,
Morgan, and Adams to consider cost sharing projects which provide
regional transportation services, for example, a fixed inter -regional transit
route between counties.
TP.Policy 6.4. Promote actions that improve transportation system efficiency
using Transportation Demand Management techniques, such as promoting
alternative modes like transit or increasing vehicle occupancy through
rideshare programs, such as VanGo.
TP.Policy 6.5. Support private and public partnerships to construct public
improvements for all modes of transportation.
TP.Policy 6.6. Encourage sustainable planning and construction strategies
with all types of capital improvements.
TP.GOAL 7. INVEST IN INFRASTRUCTURE IMPROVEMENTS THAT STRENGTHEN THE
FREIGHT TRANSPORTATION CORRIDORS TO ENSURE ECONOMIC VITALITY.
TP.Policy 7.1. Continue support of the existing freight rail corridors and
encourage the development of passenger commuter rail as a future
transportation mode used in accordance with the recommendations from
the North 1-25 EIS.
TP.Policy 7.2. Enhance the safety of the freight corridors within the county
by adding generous shoulders and auxiliary turn lanes when feasible.
TP.Policy 7.3. Construct freight corridors to withstand a high level of truck
traffic.
f
F
IN ENT RY
EXISTI
CONDITIONS
i
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ROADWAY CONDITIONS
Before staff and elected officials can determine what improvements are needed, an
evaluation must be completed on the current roadway system. The process of
inventorying existing conditions began with assessing the entire transportation system, so
we can better understand its overall function in Weld County. The starting point to
accomplish this task began with collecting and reviewing all the local jurisdictions
transportation plans, including those adjacent to the County. By analyzing these
documents, staff could determine current system deficiencies as well as interpret future
needs over a twenty -five-year planning period. Weld County's roadway network is the
primary means of transportation for this region. The federal and state highway systems
serve as the backbone of this roadway network.
The Weld County Public
Works Department
provides for
maintenance
construction of
bridges and
the
and
roads,
storm
drainage facilities in public
rights -of -way throughout
the unincorporated
County. The Department is
comprised of nine separate
divisions including:
Administration, Bridge,
Engineering, Gravel Roads,
Maintenance Support,
Mining, Pavement Management, Trucking, and Weeds.
The County maintains approximately 2,917 miles of road. Of which, 2,174 miles are gravel
and 743 miles are paved. Additional road miles exist in the communities and state
highway system. Weld County contains both urban and rural areas on some rolling
terrain, but County -wide the terrain has minimal grade changes. Most county roads
located in the urban areas are paved, and conversely many of the rural roads remain
gravel. Overall, approximately 25% of all Weld County roads are paved.
Arterial roads comprise only 8% of the County roads (not including state highways) .
Collector roads comprise 15% of the County system and more than one-half of these are
paved. Most of the gravel collector roads are in the northeast portion of the County.
Approximately 77% of county -maintained road miles are local and gravel in classification
and surface.
Traffic volumes signify the relative usage of a roadway. When compared to roadway
capacity estimates, traffic volumes also reveal how a road is functioning based on LOS,
and if improvements to increase capacity are necessary. Figure 9 shows the range of
existing traffic volumes for all county roads. Specific road counts can be found on the
roadway inventory in Appendix A.
AADT is a commonly utilized measurements of traffic volume. AADT is the annualized total
number of vehicles passing a certain point in both directions in a 24 -hour period. Weld
County maintains an extensive traffic count database, which includes vehicle
classification, showing truck volumes, as well as 85th percentile speeds for the roadway
that is being measured. When evaluating traffic volumes, the County uses data over a
three-year time period. This allows staff to analyze any potential irregularities that may
have occurred, such as road closures, construction projects, or new development in the
area. In Weld County, the heaviest traveled road that is currently maintained by the
County is WCR 74 west of Severance, which carries roughly 14,000 vpd. WCR 49 also sees
very large volumes of traffic since improvements were made to the corridor. Commercial
trucks make up much of the traffic on WCR 49, as seen in Figure 9 below.
Figure 9: Most Traveled County Roads (2020)
€f Truck Volume
AADT (All Vehicle) 85th Percentile Speed
16000 80
14000
> 12000
0 10000
w
w
8000
6000
4000
2000
0
cb C9_ c �' c�`� 0-- - at - G�� SO ��� 7 G-�' O� p�b 4.D's�r A OC- C C, O O CI \C) cip‘e Clr-5 Iev/\\C1 cb(j \ -\\ (-9-e)
A al- # GC? 62> CPI' OCLbc OC-1>t .(z-- \ct\\ O 0 ,r\\
# <D • t ye,��Q
4o (39- \...
70
LLJ
LU
'a_
v )
LLJ
LLI
LLJ
u
30 °--
H-
20 0
60
50
40
10
0
VMT is a quantitative measure tracking the usage of the County roadway system. VMT is
calculated by multiplying trips by miles traveled. Weld County Public Works does not
keep records of VMT, unless a specific scenario warrants it.
A roadway's capacity can be defined as the maximum traffic volume that can be
accommodated at a desired LOS. Capacity is defined differently for different roadway
types, such as gravel versus paved roads, as well as the amount of traffic flow and
number of lanes. Most Weld County roads contain two travel lanes.
Figure 10: LOS Diagram
A
Ct
E
F
• Free flow movement
• Speed Limit
• Unsignalized Intersection Delay ≤10 sec
• V/C Ratio <0.6
• Reasonably free flow; only slighthy restricted
• Screeds beginning to be restricted by traffic
conditions, but close to the speec
• Unsignalized Intersection Delay 10-15 sec
• V/C Ratio 0.6 - 0.7
• In stable flow zone; somewhat restricted
• Most arivers are restricted in the freedom toV:
select their own speeds.
• Unsignalized Intersection Delay 15-25 sec
V/C Ratio 0.7 - 0.8
• Approaching unstab'e flow; noticeacly limited
• Significantly slower than speed limit, drivers have
little freedom to select their own speeds.
• Unsignalized Intersection Delay 25-35 sec
• V/C Ratio 0.8 - 0.9
• Unstable flow
• Significantly slower; may be short stoppages
• Unsignalized Intersection Delay 35-50 sec
•V/C Ratio 0.9 - 1.0
• Almost none; unacceptable congestion; forced
flow.
•Significantly slower stop -and -go
• Unsignalized Intersection Delay ≥50 sec
• V/C Ratio > LOU
The nationally accepted
source for highway capacity
evaluations is the Highway
Capacity Manual. Weld
County also uses the AASHTO
Green Book, and the CDOT
manual to assist with capacity
calculations. Several indices
are used to evaluate vehicular
traffic flow along roadways
and through intersections. The
three most widely used are
LOS, V/C, and vehicle delay in
minutes.
LOS is a transportation term
that measures the level of
congestion on a roadway. This
roadway efficiency
classification is specified by a
letter designation on an
interval scale consisting of six
levels. These levels are graded
from an optimal LOS A (free
flow) to an unacceptable LOS
F (highest levels of congestion
and corrective action is
warranted). Intermediate
grades between level A and F
designate decreasing
roadway efficiency. This
classification is consistent with
the recommendations of the Highway Capacity Manual. For example, in rural areas, a
LOS C is desirable for arterial and collector roads. However, LOS D is practical where
unusually high traffic volumes exist or where terrain is rolling or mountainous.
Figure 10 displays the many factors that LOS considers, including vehicular delay,
maneuverability, driver comfort, congestion delay, and travel speed. LOS is normally
reported for rush hour of a typical weekday, also known as peak hour. Weld County strives
to maintain LOS C or better for the overall roadway network. LOS standards cannot
always guarantee actual system performance at all locations. These standards assist in
identifying appropriate roadway improvement needs but need to be balanced with
other considerations such as funding availability, environmental issues, and other
constraints.
Figure 11 shows the LOS for County maintained roads. For system -wide evaluations, the
V/C ratio is an appropriate means of analyzing roadway performance. The V/C ratio
compares the capacity of a road, as it is designed and constructed, to the volume of
traffic it carries, or is projected to carry in the future. As volume increases on a roadway
facility, speed typically decreases, freedom to maneuver decreases due to the presence
of more vehicles, and driver comfort decreases due to the need to watch the movement
of more vehicles to maintain safe spacing. It is anticipated that roadways will experience
higher V/C ratios during peak hour commutinc periods and, conversely, lower V/C ratios
during non -peak travel times.
The daily capacity
characteristics mentioned in
the previous section are the
basis for the V/C ratios. These
ratios are used to determine
needed roadway
improvements. Road segments
with V/C ratios greater than
one are recommended for
improvements. The last
operational evaluation
measure is delay. Delay
measures the quality of service
provided to the road user,
which includes driver discomfort
and frustration, fuel consumption, and lost travel time.
Besides the operational evaluation measures, there are also qualitative elements of a
transportation circulation system. They include arterial continuity, network redundancy,
and hazardous areas.
Arterial continuity implies it is highly desirable to provide as much continuity to the network
as possible. It is preferable to extend arterial corridors even in the absence of high traffic
volumes. At a minimum, such extensions should be made to interconnect facilities that
have an equal or higher functional classification.
Another element of network evaluation is network redundancy. Just as the name implies,
this is the level of redundancy provided by the network. It is preferable to have an overall
system plan that provides alternative routing between various origin and destination
pairs, rather than a single route that can shut down a major portion of the system should
an incident occur.
Weld County's arterial roads provide network redundancy to the State Highway system
by paralleling these facilities, as well as having multiple interconnections which allow
traveler route choices. The principle of network redundancy applies to both the lower
functional classifications (collector and local roads) and the higher arterial functional
class.
Hazardous or conflict areas is another set of
system -level evaluation measures tnat
reflect the need to improve certain corridors
or spot locations for the purpose of
eliminating or reducing hazardous
characteristics. These improvement
recommendations include both high- and
low -volume roads, as well as corridors
exhibiting deficient design characteristics,
even if excessive accident rates have not
yet occurred. Of significance are those
areas where incompatible travel modes
cross each other. You can see this interface
in Weld County at railroad crossings.
Figure 11: LOS Map
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Weld County Public Works staff performs a crash analysis on the County maintained
roadway system each year in preparation of the CIP discussion with the BOCC. This crash
analysis, also known as a "Hot spot analysis", looks at intersections and sections of roads,
maintained by Weld County, that
see a high number of crashes.
Crash records reported by the
Colorado State Patrol, municipal
police departments, and the
Weld County Sherriff's
Department are compiled
through DiExSys software, and an
analysis is performed to identify
locations that have significant
concentrations of crashes. Staff
relies heavily on the DiExSys
software wnen reviewing crasn
history.
Figure 12: 2019 Crash Analysis Map
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A review of the crash records is
performed categorizing the crashes into
property damage only accidents, injury
accidents, and fatal accidents. For the
sake of analysis, staff eliminates
accidents that occurred when the driver
was under the influence of drugs or
alcohol. Utilizing the DiExSys program,
and GIS, staff can look at the
relationships of the crashes, as well as the
factors causing the crash. The DiExSys
program also allows for the ability to
utilize safety performance functions to
determine if accidents in a location are
higher than what would be expected in
that location. This is based on layout of
the intersection or road, location, type of
facility and traffic volume. DiExSys
performs probability functions that
determine a proper course of action as
far as improvements to infrastructure.
Using this software, staff can recommend
MP-
improvements that are cost effective, as well as effective at reducing crashes in these
hazardous locations. Figure 12 shows the number of crashes at intersections and along
roadway corridors.
Weld County averages around 6/600 crashes per year, so it is vitally important to
understand the causation, and look at the improvements that can be made to reduce
the number of crashes on County roads. An on -site review of these crasn locations is also
performed to determine any improvements that can be made to the area to mitigate
the hazardous location. Staff utilizes all the tools possible when looking at the causation
of crashes. Reviewing the crash sites in the future is another one of these tools.
During the CIP discussion between Public Works staff and the BOCC, a determination is
made on which infrastructure should be improved within the next five years. A key factor
in terms of improvement priority is safety. Public Works staff relies heavily on the crash
data analysis when making infrastructure improvement recommendations to the BOCC.
Figure 13 illustrates individual County -wide crash locations from 2015-2019, as well as the
crash evaluation that is used in the Hazard Elimination Analysis. Table 3 shows the top ten
intersections with the highest adjusted ranking according to DiExSys in Weld County for
2015-2019. Many of these intersections are included on the 5 -year CIP list, and four of the
intersections on the list will be improved to a roundabout.
Table 3: Top Ten Crash Locations (2015-2019)
INTERSECTION DIEXSYS NUMBER OF
RANKING CRASHES
WCR43@WCR66
WCR 13@WCR34
WCR 31 @ WCR 74
WCR 51 @ WCR 60.5
WCR 33 @ WCR 74
SH52@WCR 37
SH 66 @ WCR 21
WCR 17@WCR 54
WCR 41 @ WCR 66
WCR 13 @ WCR 6
1
2
3
3
5
6
7
8
9
10
9
NUMBER NUMBER CURRENT AADT
OF OF APPROXIMATE
FATALITIES INJURIES (2020)
1 4 2300
13 2 18 5800
12 0 13 7700
9 0 4 4300
9 1 8 5300
20 1 10 12100
21 0 11 12100
16 0 15 11700
2 0 1 1400
6 0 7 8800
Figure 13: Crash Locations (2015-2019)
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Vehicles are not the only form of transportation operating in Weld County. Other
transportation services include Air, Rail, Public Transit, Bicycle, and Pedestrian. Figure 14
illustrates the railroad and air transportation facilities operating in Weld County. Figure 15
illustrates transit routes in Weld County. Figure 16 shows the regional trails in Weld County.
AIR TRANSPORTATION
moved to its present location, within Greeley city
Today, the Greeley -Weld County Airport is an independent governmental entity, owned
and operated by the Greeley -Weld County Airport Authority. The Airport Authority was
formed in 1978 by the City of Greeley and Weld County and is governed by a board of
commissioners.
The Greeley -Weld County Airport is one of the busiest general aviation airports in
Colorado routinely accommodating approximately 110,000 takeoffs and landings per
year. The airport provides an
economic boost to Weld County
with the more than $94 million in
revenue it produces annually. The
airport is classified as a general
utility airport, capable of
accommodating all types of
general and business aviation
aircraft users. During 1921-1942, the
Airport existed at two different sites
and was called the Greeley
Municipal Airport. In 1943, The
Greeley -Weld County Airport
limits along the north side of SH 263.
A significant asphalt runway project was completed in 2000. The Airport Authority
constructed runway 17/35, which measures 10,000' long by
project also included a new
6,000 square foot terminal
and administration building,
as well as additional
infrastructure
improvements. The Airport
Authority also rehabilitated
Runway 10/28 measuring
5,800' long x 100' wide.
100' wide. This expansion
Figure 14: Railroad and Air Transportation Facilities
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In 2004, the Airport Board of Commissioners adopted the Airport Master Plan and in 2014
the plan was updated. The focus of this plan addressed those undeveloped areas of the
airport. Approximately 42 acres of land on the northeast portion of the airport was
identified for future priority development, in the same general area previously occupied
by runway 17/35 before it was closed and demolished. Additionally, the airport master
plan identified an additional 40 acres of land for aeronautical development on the
airport's east side, adjacent to WCR 47. In May of 2020 the airport adopted minimum
standards and rules and regulations for the facility.
In southwest Weld County, there is also a municipal airport located in Erie. Erie Municipal
Airport is owned and operated by the Town of Erie, and is located off SH 7, approximately
three miles west of Interstate 25. The main runway is paved and is 4,700 feet long. The
Easton/Valley View airport and Platte Valley airpark are privately owned and operated
airport facilities within Weld County. There are also several other small private airports that
help to support aerial spraying operations, as well as other uses.
RAIL SYSTEM
Historically, the Railroad Acts of the 1860's and
1870's gave railroads land to offset the costs of
construction. They were originally given sections
(one square mile tract) up to 20 miles from the main
line track on each side, but later could receive extra
sections of land to compensate for those sections
that were already taken out of the public domain.
This equated to every other section, mostly odd
numbered sections. The railroad filed a map with
the General Land Office showing the sections they
claimed. Not all odd numbered sections were
railroad sections. Since the map was filed
considerably prior to 1889, the railroad sections are
considered to have been taken out of the public
domain and therefore not part of the 1889 Order of
the BOCC discussed at the beginning of this plan.
Today, the rail transportation system in Weld County
primarily serves the purpose of moving freight. Union
I
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Pacific Railroad, BNSF Railway, and the Great Western Railway each operate rail lines in
Weld County. Both BNSF and Union Pacific are considered Class 1 Railroads. Railroads
are classified based on their annual operating revenues in 1991 dollars.
According to the Surface Transportation Board, the classification is determined by
comparing operating revenues for three consecutive years to the following scale:
• Class I - $250 million or more
• Class II - $20 million to $250 million
• Class III - $0 to $20 million
Great Western Railway is classified as a Class Ill railroad. Table 4 summarizes the existing
rail service providers and the approximate length of track within the County.
Table 4: Railroad Companies
RAILROAD OWNER
BNSF RAILWAY
UNION PACIFIC RAILROAD
GREAT WESTERN RAILWAY
RAIL SEGMENT
1-76 Corridor
Denver -Greeley -
Wyoming
Greeley -Windsor -
Johnstown
LENGTH
(MILES)
45
140
80
Currently the only passenger train service traveling through Weld County is Amtrak's
California Zephyr. The California Zephyr averages speeds of 55 mph and runs from
Chicago to Emeryville, CA (San Francisco) . Through Weld County the route parallels the
1-76 corridor continuing to Denver's Union Station.
Colorado's Southwest Chief and Front Range Passenger Rail Commission is currently
tasked with facilitating the implementation and operation of future passenger rail along
the Front Range. This railway would better connect Greeley and the rest of Northern
Colorado to the Denver Metro Area, as well as Colorado Springs and Pueblo. With
population increasing along the Front Range, high-speed rail is considered a valuable
alternative mode of transportation that could take VMT off the existing roadway system.
The proposed location of the rail in Northern Colorado is currently within the Great
Western/Union Pacific rail corridor, or the BNSF rail corridor. Utilizing the existing track
alignment in many areas is among one of the considerations in developing the passenger
rail system. The Southwest Chief and Front Range Passenger Rail Commission is currently
seeking input from the public on this plan. Weld County is actively involved in the
development of the plan and is a member of the North Segment Coalition.
amyl
TRANSIT SYSTEM
Transit service in Weld County is primarily a demand -response transit service for rural Weld
County residents, which connects outlying communities to Greeley by aiding elderly,
disabled, low-income persons and the general public. Weld County is currently
partnering with the NFRMPO to improve these essential services via a one call/one click
program. This program would allow rural residents the opportunity to call and schedule
transportation to services they need. The Weld County Mobility Committee meets every
other month and assists in developing and implementing this program.
Serving residents and visitors of the cities of Greeley and Evans is the Greeley Evans Transit
Program (GET). GET is an essential service for many who rely on the system to travel within
the two cities. In January of 2020, GET launched the Poudre Express, a regional commuter
route that connects Greeley and Evans to the Town of Windsor and the City of Fort Collins.
Figure 15: Regional Transit
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CDOT has developed a transit system that connects Northern Colorado to Denver, and
other communities throughout Colorado. Bustang allows many people that live along the
Northern Front Range to commute to the Denver Metro Area. The Bustang program has
been successful for CDOT and has led to the growth of the number of routes within the
system. The program is another tool to help reduce traffic on existing roadways.
BICYCLE AND PEDESTRIAN FACILITIES
Within Weld County there are several trails
that have been constructed, as well as
some that are proposed. Regional trails, as
seen in Figure 16, make up most of the rural
bicycle and pedestrian facilities. The
planned and constructed regional trails in
Weld County consist of the 52-85 Trail, The
American Discovery Trail, the Big Thompson
River Trail, the Great Western Trail, the Little
Thompson River Trail, the Pawnee Pioneer
Trail Scenic Byway, the Poudre River Trail
and the St. Vrain Legacy Trail. Weld County does not typically plan for bike lanes when
constructing roadways, however many County Roads are constructed with generous
shoulders, allowing for safe biking. For the most part, the individual municipalities
designate bike routes, on -street striped bike lanes and off -road multi -purpose trails.
Weld County is a member
of the Northern Colorado
Bicycle and Pedestrian
Collaborative, which meets
on a monthly basis. Northern
Colorado communities
utilize this forum to facilitate
discussion on improving
bicycle and pedestrian
facilities in the region. The
group helps member
communities pursue state
and federal funding
opportunities. The group has
assisted in developing the
2016 Non -Motorized Plan,
which provides a summary
of the bicycle and
pedestrian infrastructure in
the region.
Figure 16: Regional Trails
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HAZARDOUS MATERIALS CORRIDORS
Figure 17 shows Weld County's designated hazardous materials routes in red, and the
designated nuclear and hazardous material routes in green. Hazardous materials
(Hazmat) are defined as a substance or material which has been determined by the
Secretary of Transportation to be capable of posing an unreasonable risk to health,
safety, and property when transported in commerce, and which has been designated
as hazardous under Section 5103 of federal hazardous materials transportation law.
Nuclear materials are defined as a highway route -controlled quantity of radioactive
materials in 42-20-402 CRS (Colorado Revised Statues). Drivers are required to stay on
these routes, unless they meet the state and federal requirements to deviate from the
route.
Figure 17: Nuclear and Hazardous Materials Routes
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Weld County has significant oil well activity, and as a result, trucks carrying oil well
production utilize nearly every road in the County. Therefore, on November 17, 2010, the
BOCC passed a Resolution designating all County roads to be considered "local pick-up
and delivery" routes for trucks carrying oil well production.
FREIGHT CORRIDORS
The freight transportation system in the United States is the framework for economic
growth. Maintaining and improving major
transportation infrastructure is crucial to the
economic growth within Weld County. The
transportation of agricultural, oil and gas,
and other goods ensures competitiveness
of many different industries in the region.
The most traveled freight corridor in Weld
County is Interstate 25. This corridor is
recognized as a part of the national
primary freight system. Other crucial freight
corridors that traverse Weld County, but are
maintained by CDOT are Interstate 76, US Highway 85, US Highway 34, SH 14, SH 52, and
SH 71.
Weld County identifies certain corridors as freight routes as well, as seen in Figure 18. These
corridors include portions of WCR 6, WCR 13, WCR 19, WCR 22, WCR 29, WCR 30, WCR 32,
WCR 39, WCR 41, WCR 44, WCR 47, WCR 49, WCR 55, WCR 60.5, WCR 68, WCR 74, WCR
77, WCR 100, WCR 126, and WCR 390. Maintenance and improvements to these corridors
is crucial in order to maintain the functional integrity of the roads so that industries can
deliver their products to market. Weld County has identified these corridors as freight
routes in order to assist in determining the best course of action when it comes to
improving corridors that see a large volume of truck traffic. Design standards for these
freight routes emphasize features that help to accommodate oversized, and overweight
vehicles. These roads are prioritized when it comes to road widening projects to add
shoulders. When feasible, lane widths are increased in order to accommodate oversized
loads. Intersection improvements on these roads include generous turning radii, to
accommodate large vehicles. When determining routes for special transport permits,
County staff utilizes these freight routes whenever possible.
Roads are only part of the equation when it comes to creating a system that delivers
products to the consumer. Railroads, pipelines and airports also play a large role in
delivering products.
An efficient multi -modal freight network is essential to enhancing Weld County's
competitiveness on many fronts. Weld County staff in conjunction with state
transportation officials help to ensure that the transportation system in Weld County can
meet the demand.
Figure 18: Freight Corridors
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City Limits
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Weld County recently installed weather stations in 11 locations within the County. These
devices allow County staff to have an accurate account of weather conditions
throughout the County. This is critical when considering conditions during a severe
weather event, such as a blizzard or flood event. The weather stations accurately
measure temperature, precipitation, wind speed, direction of wind, barometric pressure,
relative humidity, pavement
temperature, and pavement condition.
There is also a camera at each location,
which gives a visual on the current
weather conditions. In the future the
public will also have access to this data,
which allows everyone to know what the
weather conditions are throughout the
County. These weather stations are
currently located at the following
locations:
WCR 32 and WCR 49
WCR 44 and WCR 49
WCR 60.5 and WCR 47
WCR 22 and WCR 41
WCR 16 and WCR 73
WCR 50 and WCR 59
WCR 390 and WCR 105
WCR 136 and WCR 77
WCR 126 and WCR 21
WCR 74 and WCR 51
WCR 54 and WCR 17
ASPHALT PAVED ROADS
The Pavement Management Division in Public Works oversees road maintenance of
asphalt paved roads, which includes overlays, crack filling, chip seal coat applications,
slurry seal, asphalt milling, patching, and curb and gutter repairs. Weld County adds 3-5
miles of paved roads to its system every year. Figure 19: Road Treatment Thresholds
Due to the amount of county roads to be
maintained, Public Works strives to remain
innovative with current maintenance
applications. As a result, Weld County does
not have a standard requirement for when
gravel or RAP treated roads shall be paved
to a standard asphalt surface. Figure 19
diagrams a maintenance threshold guide for
future road improvements. In accordance
with the functional classification map, future ALTERNATIVE 200-300
road improvements focus traffic towards TREATMENT vpd
paved or treated roads where resources
have already been invested. More
specifically, decision making for future
projects takes into consideration how to
guide traffic from the local roadway network
to feed into to collector and arterial classified
roads. These roads are constructed to handle
more traffic, and if the traveling public utilize
them rather than local roads, fewer resources
are required to maintain the roadway
network. Weld County's fugitive dust
program is in place for gravel roads carrying
more than 200 vpd for a minimum three- ASPHALT
month time period, pursuant to Weld County (
Code Section 8-6-100. When traffic increases
to the 200-300 vpd range, the use of
alternative topical treatments may be
considered prior to using full depth magnesium chloride. Due to the cost of full depth
treatments and the volatility of traffic counts, other dust abatement methods may be
considered prior to using magnesium chloride. Should the AADT on a road segment fall
below the 200 vpd standard, dust control mitigation may be discontinued by decision of
the BOCC. Depending on the site -specific circumstances, the County may also consider
alternative paving applications, such as RAP, and local low -volume paving for traffic
volumes ranging between 300-500 vpd. When traffic exceeds the 500 vpd threshold, or
GRAVEL
300-500 RECYCLED
vpd ASPHALT
> 500al
vpd
the percentage of truck traffic
requires a structurally stronger
roadway, the County requires a free
draining structure adequate to
support traffic. Full depth asphalt
paving is not permitted.
Weld County has created the HARP
program to assist in road
maintenance on roads that receive
substantial truck traffic associated
with oil and gas production.
Typically for asphalt paved roads
the pavement management crews
do an FDR treatment and pave the roadway. HARP projects are partially funded by the
oil and gas industry. The HARP paved roads are typically improved with the use of cement
treated base to reinforce the ground below the asphalt. This is specifically done to these
roads because of the high volume of truck traffic. This FDR process helps save time and
money since there is a reduction in materials needed to be trucked to the site, because
a portion of the existing roadway is utilized rather than being trucked away. The FDR
process entails collecting data from the Public Works Pavement Management System,
as well as truck volume percentages in order to develop a 20 -year road design life. Public
Works collects roadway subgrade geotechnical samples on the stretch of road that will
be improved. These samples are tested to determine the correct percentage of cement
required. This determination is made by looking at the moisture and consistency of the
road base. The Public Works Surveying and Engineering teams put together the FDR
design, which is then uploaded to the grader's GPS system. This way of improving roads
ensures that the usable lifespan of the roadway is increased in a cost-effective way. The
County typically uses FDR to repair 10 to 15 miles of roadway per year. This process is
somewhat new to Weld County, but with the positive results seen so far, this program will
be continued on into the future for
HARP roads.
The County also relies on recycled
asphalt as a treatment in some
locations because it can be a
more cost-effective way to
maintain a less traveled road.
Recycled asphalt roads wear
down quickly with higher traffic
volumes or heavy vehicles and
require a different long-term
maintenance program than paved roads. Even though the design or character for
recycled asphalt roads differ from paved roads, most drivers view these as paved roads.
For the right application, recycled asphalt can be a cost-effective alternative to
traditional pavement.
Weld County Public Works typically overlays 30 to 50 miles of pavement each year. The
department does another 40 to 50 miles of chip seal application per year. Also, the
County is responsible for slurry sealing about 25 to 30 miles of pavement per year, which
is usually done on County owned parking lots and subdivision roadways.
Asset management is assisted by the utilization of the Cartegraph software. Road
segments, as well as other assets, are inventoried utilizing the software, which gives staff
the ability to easily determine several different key data points. Assets can be easily
located using the Cartegraph mapping software. Public Works has information on
several different assets, including bridges, cattle guards, fences, gravel pit permits,
guardrails, and signs. This new technology allows for a streamlined process when it comes
to inventorying County assets.
The WCR 49 expansion project, which was
completed in July of 2018, created a need
for continued concrete maintenance. The
WCR 49 project was a massive undertaking,
which linked Interstate 76 to SH 392 with a 4 -
lane concrete highway, with a 12' median.
This much needed improvement has
created a much safer corridor that has
reduced travel time considerably. With this
improvement comes the need for the ability
to maintain the corridor. Weld County Public
Works has created a new crew that
specifically focuses on the maintenance of
concrete roadways. Concrete roads are designed in a way that allows for extended
lifespan, which can be greater than 30 years. These roads do require maintenance to
ensure that the lifespan is maximized. Maintenance on concrete roads include crack
filling and periodic surface grinding.
•
Gravel roads are either treated with
chemicals to provide dust suppression or
are untreated. Within budgetary
constraints, the County maintains gravel
roads in accordance with the State Air
Quality Control Commission and the CDPHE
standards. To comply with these
regulations, We d County uses the following
methods for dust mitigation:
• Surface treatment using dust control
agents
• Six-inch stabilized aggregate base using dust control agents
• Paving, based on qualification through the OP prioritization process
• Speed limit reductions
• Periodic watering
Each year, the County uses over 1.3 million
gallons of chemical over 200 miles of road for
the purpose of dust mitigation. To continue
providing efficient County services with limited
resources, Public Works has been proactive in
finding new technologies which advance our
mission. Some of these wise investments include
acquiring applications in GIS for data
collection, aerial photography, traffic
counting, signage installation, and
replacement of culverts. These resources allow
the department to be extremely responsive
when citizen concerns arise. Weld County
continues to try new innovative technologies to
improve customer service. On gravel roads,
dust control methods include applications that
help reduce chloride use, are easier to apply,
and are safer for the environment and traveling
public. For paved roads, modified asphalt
mixes are being tested.
When improving the surface of gravel roads, the County is seeing success within the
Pavement Management Division with the following applications:
• Having standard asphalt mixes include recycled asphalt
• Using paving with a warm mix asphalt, which is extremely energy efficient because
it takes half the energy to produce
• Using an asphalt mix which includes recycled roof shingles
• To create a better low cost all service weather road, Weld County is chip sealing
and slurry sealing over recycled asphalt pavement roads
These successful projects represent the County's commitment to provide County
residents the highest level of customer service in the most energy efficient and cost-
effective manner possible.
MINING DIVISION OPERATIONS
control measures including water and
chemical dust
The Department of Public Works
finds, permits, excavates, and
processes gravel from County
owned and operated gravel
pits located across the County.
The Gravel Roads Division then
utilizes the gravel on County
roads. Over time, road traffic
pushes the gravel to the edges
of the roads and during dry
conditions the finer fraction
(clay material) of the gravel
road migrates away as wind-
blown dust. Application of dust
suppression reduce, but do not
eliminate, loss of the finer material; replenishment with new gravel is needed.
Gravel production and utilization varies each year depending upon then current gravel
road conditions and in response to other demands for construction equipment. In recent
years, on average, the County has graded over 65,000 miles of roads annually and
produced over 250,000 tons of road base in order to replenish these roads. The County
primarily uses its own gravel for this maintenance work however purchases from
commercial providers occasionally occur in order to meet the supply needs of the Public
Works Department.
Figure 20: County Maintained Roads
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Snow Removal is needed in Weld County to ensure
the safe and efficient flow of traffic during times of
inclement winter weather. The Public Works
Department operates a snow desk during these times
to direct snow removal crews around the County.
Durinc a snow event, County staff works first to clear
highly traveled roadways, then lesser traveled
roadways are cleared. Any route needed for
emergency services, national defense, dairy and
livestock access roads, school bus routes, and mail
delivery routes are a priority. County maintained roads
in subdivisions are the lowest priority for snow removal,
especially when the snow fall is light. Snow removal on
paved roads occurs during nearly every snow event,
and gravel roads are cleared by road graders when
necessary. Routes have been established and
priorities assigned which ensure the minimum road
network required for operation of emergency
vehicles.
Aging bridges and culverts also impact Weld County's road system. Weld County has 447
bridges, of which 314 bridges are classified as "major", with the remaining 133 classified
as "minor". A "major" bridge is defined as having a span of twenty feet or more.
Every two years, Weld County
works with CDOT, who contracts
with a consultant, to update and
prepare a County -wide bridge
inspection report for the "major"
bridges. This report is a useful tool
to analyze bridge conditions so
the County can plan and
program for long-term
improvements. The minor
bridges are inspected on a
regular basis by County staff.
The two most common methods for evaluating bridge conditions are Sufficiency Rating
and Classification. These measures assist staff in determining if the bridge is structurally
deficient obsolete, or in need of immediate repairs.
Sufficiency ratings are calculated based on a 0-100 scale that compares the existing
bridge or culvert to a new bridge designed to current engineering standards. This formula
is defined by FHWA. The purpose of the rating is to indicate a bridge's sufficiency to
remain in service. The formula places 55% of its value on the structural condition of the
bridge, 30% on its serviceability and obsolescence, and 15% on whether it is essential to
public use, as shown in Figure 21.
Figure 21: Bridge Sufficiency Scoring
30%
55%
Structural Condition
Functionality
Imoortance
The bridge's sufficiency rating provides an
overall measure of the bridge s condition
and is used to determine eligibility for
federal funds. Weld County's 2018 Bridce
Inspection Report classified approximately
8% of the major bridges as `structurally
deficient". An obsolete bridge is one that
was built to standards that are not used
today. These bridges are not automatically
rated as structurally deficient, nor are they
unsafe. Obsolete bridces are those that do
not have adequate lane widths, shoulder
widths, or vertical clearances to serve
current traffic demand, or those that may
be occasionally flooded.
Weld County's 2018 Bridge Inspection Report classified approximately 2% of the major
bridges as "Obsolete". To be eligible for federal aid to replace a bridge, it must have a
sufficiency rating of less than 50 and be either obsolete or structurally deficient. To be
eligible for repair, a bridge must have a sufficiency rating of less than 80. In both instances,
federal aid must be matched by a state/local government. The cost share is 80% Federal
and 20% state/local government. In the case of bridge repairs, if federal aid is used to
repair a bridge, a jurisdiction cannot apply for federal assistance for any further repairs
to that bridge for 10 years. Figure 22 shows the locations of bridges in the County.
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The map located to the right shows the
fifteen TPRs in Colorado. Below, you will
find a close-up view of the TPRs that make
up Weld County. Weld County is unique in
that it is located within three different TPRs;
NFRMPO, UFRTPR and DRCOG.
CDOT classifies TPRs as being urban or
rural. UFRTPR is classified as rural, where
NFRMPO and DRCOG are considered
urban, since the population within their
census -designated urbanized areas is
greater than 50,000. This is significant,
because TPRs with urbanized areas of
50,000 or more residents are considered I
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MPOs. �
The NFRMPO and DRCOG have staff that
assist in creating the required documents
needed to comply with federal mandates for
MPOs. The UFRTPR is administered by CDOT,
however member cities/counties determine
the policies, procedures and priorities of the
region.
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The population of an area is determined by �.--- DEN�IEP
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the U.S. Census, and as the population increases the boundaries of the TPR can change.
Changes to the to TPR and MPO boundaries happen through population growth, but
also by officials who deem the boundary change necessary, however the Governor must
approve these types of boundary changes. Changes to the boundaries include input
from impacted stakeholders as well as CDOT and are typically made to better align
boundaries in a way that creates a more prudent approach to regional transportation
planning. Among other implications, boundary changes have a financial impact on the
affected agencies, so a great deal of discussion is had surrounding any change. CDOT
is currently developing a guidebook to assist with boundary changes to TPR boundaries.
With major population changes on the horizon, it is likely that these boundaries will see
changes.
ADAMS
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i
An MPG is federally designated by agreement between the Governor and the units of
local government responsible for transportation planning processes. MPOs with an
urbanized area of 200,000 or more residents are designated as TMAs. Both the NFRMPO
and DRCOG are classified as TMAs. Each TPR within Weld County will be discussed in
detail within this chapter.
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Figure 23: MPO Boundaries
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NORTH FRONT RANGE METROPOLITAN PLANNING ORGANIZATION
The NFRMPO is the transportation and air quality
North Front Range
planning agency for portions of Weld and Larimer
illrilli:
170,* a Metropolitan
Counties. The NFRMPO develops the federally rom.Planning
illfait mandated regional transportation plan, a long-
�.•-. range transportation planning document that
o, gan.*z ion
dr identifies regional transportation priorities. They
develop the TIP, a federally mandated document,
which identifies projects that will be funded within the boundaries of the MPO within the
next four years. The NFRMPO develops several other planning documents, including the
freight plan, the non -motorized plan, and the transit plan. The MPO has developed a
regional travel demand model, which looks at traffic on a 25 -year horizon. They also
develop a land use allocation model, which also looks at land use on a 25 -year horizon.
These models assist member agencies when determining future transportation needs in
the region.
Members of the NFRMPO include:
Berthoud
Eaton
Evans
Fort Collins
Garden City
Greeley
Johnstown
Larimer County
LaSalle
Loveland
Milliken
Severance
Timnath
Weld County
Windsor
The member agencies meet on a monthly basis in order to collaborate, discuss and
determine policy, and direct MPO staff. Member governments select a representative to
attend these Planning Council meetings. The Transportation Commissioner for District 5,
as well as a representative from the Colorado Department of Public Health and
Environment's Air Pollution Control Division, sit on the Planning Council board. Member
agencies also make up the technical advisory committee, which includes a
representative from each member agency. The technical advisory committee also
includes non -voting members from various agencies.
LARIMER
I
WELD
MORGAN
R GAN
UPPER FRONT RANGE
'TRANSPORTATION PLANNING REGION
Members of the UFRTPR include:
Ault
Brush
Erie
Estes Park
Fort Lupton
Fort Morgan
Gilcrest
Grover
The UFRTPR consists of Morgan County and
portions of Weld and Larimer Counties.
Representatives from member cities, counties and
CDOT meet on a quarterly basis for regional
coordination and cooperation related to
transportation planning. The TPR is led by the Chair,
and Vice Chair, who are county commissioners
within the TPR, elected by the Council.
Hillrose
Hudson
Keenesburg
Kersey
Larimer County
Lochbuie
Log Lane Village
Mead
Morgan County
New Raymer
Nunn
Pierce
Platteville
Weld County
Wellington
Wiggins
The UFRTPR serves as the tool for formalizing the process of applying for federal and state
funding assistance. The UFRTPR, along with CDOT, develop a regional Transportation Plan
in accordance with relevant federal, state, and local regulations and policies. The
Transportation Plan provides guidance and direction for decision makers, regarding
improving the state highway system. CDOT is able to integrate the plan into the statewide
transportation plan, and ultimately utilize the information to prioritize roadway project
construction.
O
DENVER REGIONAL COUNCIL OF GOVERNMENTS
111\
DENVER Rr GIONAl C ;Qt_.NCIk OF GOVERNMENTS
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DRCOG is the transportation and air quality
planning agency for the Denver Metro region.
DRCOG is also the federally designated Area
Agency on Aging for their region. DRCOG
develops the federally mandated planning
documents for the Denver Metro region. They
also develop and maintain a traffic demand model, which is utilized to develop the long-
term transportation plans. Weld County, CDOT, municipalities in the Weld County portion
of the DRCOG region, and DRCOG meet regularly at the Southwest Weld County Service
Center. These Southwest Weld County DRCOG Forum meetings allow collaboration and
discussion between communities in the region regarding DRCOG related issues.
Members of DRCOG (within Weld County) include:
Brighton
Dacono
Erie
Firestone
Frederick
Lochbuie
Longmont
Mead
DRCOG is made up of 57 local governments, including the eight listed above which are
located in Weld County. In order to assist the Weld County municipalities, the County has
assisted in facilitating meetings to assist in developing the TIP. Participation in this sub -
regional forum has helped ensure that Weld County projects in the DRCOG region are
included in the TIP.
US HIGHWAY 34 COALITION
TRANSPORTATION PARTNERSHIPS
INTERSTATE 25 COALITION
In 2013, elected officials and staff from three counties and
fourteen municipalities developed the Interstate 25 Coalition
for Northern Colorado. The main goal for the coalition was to
advocate for the expansion of the northern section of 1-25 in
Colorado. Projects, along the corridor have occurred in part
because of the dedication of this coalition. This corridor is a
major US freight
corridor, and
essential to the
economic growth
of the region.
Contributions through this coalition will
continue to ensure that necessary
improvements to the corridor are made.
As traffic along the US Highway 34 corridor increased,
elected officials decided to begin meeting in the early
part of 2015. The main concern was looking at the existing
accesses, and crossroads along the corridor. The initial
meetings induced representatives from Weld County,
Evans, Greeley, and Windsor. As time went on,
representatives from Loveland, Johnstown, Kersey,
Larimer County, NFRMPO and CDOT joined in on the
meetings. Enlisting the assistance of CDOT, in 2019 the US
Highway 34 PEL study was completed. This document as
well as the ACP, developed in 2003, help to ensure the
functional integrity of the corridor. The current priorities include ensuring improvements to
the corridor are made in order to keep up with traffic increases and preserving the
corridor to accommodate future growth.
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STATE HIGHWAY 52 COALITION
Population increases in the southwest portion of Weld
County have led to increases in traffic along the SH 52
corridor. In order to assist in maintaining the functional
integrity of the SH 52 corridor, a coalition was formed. Weld
County joined Boulder County, Dacono, Erie, Fort Lupton,
Frederick, Hudson, Keenesburg, and CDOT to form the
coalition. The formation of the coalition has led to the
development of a PEL and an ACP. Utilizing these
documents will be key in ensuring that this corridor continues
to function properly, and that improvements can occur in a timely and efficient manner.
STATE HIGHWAY 66 COALITION
Traffic increases along SH 66 have led to the development
of the SH 66 coalition. The coalition includes Firestone,
Longmont, Lyons, Mead, Boulder County and Weld County.
A PEL and an ACP have been developed on the corridor
from McConnell Drive in Lyons to WCR 19. The coalition
assisted in developing this plan in order to improve safety,
mobility, and access management on the corridor. This
corridor is planned to be expanded in the future to four
lanes.
US HIGHWAY 85 COALITION
N.
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The US 85 Coalition was created via a Memorandum of
Understanding and made binding by "Resolutions of
Support" between Weld County and ten municipalities in
2009 and 2010. The jurisdictions include Ault, Brighton,
Eaton, Evans, Fort Lupton, Gilcrest, Greeley, LaSalle, Pierce,
Platteville, and Weld County. This effort is in partnership with
CDOT, DOLA, Fort Lupton Development Corporation, and
Union Pacific Railroad. All entities are being tasked with
addressing sustainability and regionalization efforts along
US 85, which carries a wide range of traffic types: long-
distance interstate traffic, commuter traffic to large
employment bases, intercommunity traffic, and considerable agricultural traffic. Each
community's pledge is for full support and encouragement of the Highway 85 Coalition
and to provide elected official and staff support for meetings. In addition, the
communities also pledged to consider matching funds for grants as part of the budget
process.
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Regional cooperation is not new to Weld County but has been occurring for many
decades. The precursor to the Coalition began back in 1999 when the same communities
came together and adopted an IGA for the US 85 ACP. The US 85 ACP was also a
planning effort consisting of residents, property owners, local governments, CDOT, and
highway users working closely together. The US 85 ACP is still used today and remains a
highly regarded document amongst the communities. The Highway 85 Coalition wants
to expand the efforts of the US 85 ACP and incorporate not only transportation, but land
use and sustainability resources.
In 2017, CDOT developed the US Highway 85 PEL Study. The PEL was developed in order
to present the v'sion for the US Highway 85 corridor. The PEL includes long term plans for
the corridor, inc uding potential intersection, and interchange improvements, as well as
closures. Weld County, CDOT and Union Pacific Railroad have worked together to
identify potential closures of railroad crossings in order to ensure safety along the corridor.
Some of these closures have been implemented as of this time. A main consideration in
closing an intersection is to provide a safe and convenient alternative. The PEL attempts
to identify these alternatives.
In November 2007, the Environmental Protection Agency (EPA) designated the
Denver/North Front Range region as nonattainment for the 8 -hour ozone standard of 0.08
parts per million (ppm) as adopted in 1997. Figure 24 shows the nonattainment area,
which includes portions of Larimer and Weld Counties, more specifically extending north
to approximately WCR 100.
Ozone is a National Ambient Air Quality Standard (NAAQS) pollutant that is not emitted
directly, but rather is a secondary pollutant that forms in the atmosphere through
complex chemical reactions. Volatile Organic Compounds (VOCs) and Nitrogen Oxides
(NOx) react in the presence of strong sunlight, warm weather and stagnant winds to form
ground -level ozone. Reductions in emissions of the ozone precursor pollutants are the
primary methods used to reduce ozone concentrations. Several sources emit VOCs and
NOx; vehicles are a source of both. VOCs (e.g., vapors or fumes) are emitted by
evaporative loss of unburned fuel as well as from vehicle tailpipes due to incomplete fuel
combustion. NOx is also emitted from vehicle tailpipes as a combustion byproduct.
The eight -hour ozone nonattainment area includes all counties in the DRCOG region
except Clear Creek and Gilpin, the North Front Range region as well as parts of the Upper
Front Range TPR. The SIP lists strategies and control measures that will be implemented to
reduce emissions. Some of these strategies include restrictions for oil and gas condensate
on storage tanks, alternative fuels, removal of exemptions on point sources of pollutants,
and the expansion of the vehicle inspection and maintenance program in parts of Weld
and Larimer counties.
Communities within the ozone nonattainment boundaries are eligible for CMAQ funds.
The purpose of the federal CMAQ program is to fund transportation projects or programs
that will contribute to attainment or maintenance of the NAAQS, particularly for ozone in
the Weld County region. The CMAQ program supports improving air quality, and relieving
traffic congestion.
In order to promote natural gas as an alternative fuel source, Weld County formed the
Weld County Natural Gas Coalition. Also, Weld County created the Weld County Smart
Energy Plan, which identifies short- and long-range goals for natural gas infrastructure
improvements and vehicle conversions. Weld County has received CMAQ funds to assist
with the installation of public natural gas fueling stations and education and public
awareness marketing throughout the County. Weld County has received more than $8
million in CMAQ funds from 2010 to 2020 to promote natural gas as an alternative fuel
source.
In addition, Weld County has
partnered with the Oil and Gas
industry to convert fleet vehicles to bi-
fuel (gasoline and CNG), dedicated
CNG, or liquefied natural gas (LNG).
Dedicated vehicles are fueled only
on natural gas. Typically, diesel
vehicles are converted to Dedicated
CNG. Fleet vehicle conversions range
from passenger vehicles to heavy
duty pickups. Tandem and semi -
tractors would be fueled on liquefied
natural gas.
Unfortunately, CDOT and FHWA have
essentially discontinued the program
that helped sustain the move to a
natural gas fleet, which has reduced the County's ability to buy converted vehicles. The
"Buy America" program, which assisted in the acquisition of natural gas vehicles is no
longer available to local governments. Regardless, Weld County continues to promote
the use of natural gas vehicles within the County.
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Figure 24: 8 -Hour Ozone Nonattainment Boundary
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Access management is a key tool in reducing congestion, preventing crashes and
preserving roadway capacity. The main purpose of an ACP is to maintain and enhance
the safety and mobility of the corridor while also providing reasonable access to
adjoining properties.
Each intersecting driveway or street is an access point that increases the potential for
conflicts between through -traffic and traffic using the access. A greater number of
conflict points lead to a higher number of automobile collisions, as well as a greater
danger for pedestrians and bicyclists. Access management improves safety by
controlling the number, location, and spacing of access points along the corridor. This
benefits traffic flow by reducing roadside interference, thereby allowing drivers on the
corridor to better predict where other vehicles will turn and cross.
When looking at the function of a road, it is important to understand how mobility and
access interact. A higher number of accesses on a road section increases the amount
of potential conflicts. Crashes are more likely to occur at locations with a higher number
of conflict points. In order to mitigate the concerns of more contact points, posted
speeds are reduced. Therefore, interstates
and highways have high speeds and few
accesses, and local roads have a higher Interstate /Highway
>414
;4
number of accesses. A higher posted speed is
sacrificed for additional accesses in order to
maintain safety, which in turn reduces mobility
along the corridor.
Access management also allows for more
efficient management of roadside drainage.
Having more driveways along the corridor
means having more culverts installed. Culverts
must be maintained in order to function as
intended. When culverts become clogged, roadside drainage is greatly affected.
Reducing the number of culverts allows for the roadside ditches to function as intended
in a storm event.
Arterial Roadway
Collector Roadway
increasing A
Local Roadway
Another important characteristic of the roadway system is reliability, which can be
affected by traffic incidents/accidents, flooding, wind, downed trees, downed
powerlines, underground utility issues, and other factors.
COMPLETED ACCESS CONTROL PLANS
FREEDOM PARKWAY (WELD COUNTY ROAD 54)
The Freedom Parkway ACP was developed as a collaborative
effort by nine Government entities including the City of Evans,
City of Greeley, Town of Johnstown, Town of Kersey, Larimer
County, City of Loveland, Town of Milliken, Weld County, and
CDOT. This ACP 'ncludes portions of SH 402, Larimer County Road
18, WCR 54, and 37th Street. The ACP goes from Larimer County
Road 7 to the west and WCR 49 to the east. The plan was
adopted by the Weld County Board of Commissioners on
December 18, 2018.
FREEDOM PARKIWAN
ACCESS CONTROL PLAN
cmen-bcr 12.2Q1$
WELD COUNTY PARKWAY
1 -I
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WELD COUNTY ROAD 29
In response the construction of the Weld County Parkway,
Public Works staff developed the Weld County Parkway ACP.
The study area for this ACP is from US Highway 34 to the south
and WCR 60.5 to the north. This ACP was developed in 2015.
The primary goal for this plan is to limit access to the newly
constructed roadway.
The WCR 29 ACP was developed in cooperation with the Town
of Eaton, Town of Ault, Town of Pierce, Town of Nunn, and the
Town of Severance. The corridor extends from SH 392 to the south
to WCR 100 to the north. The plan was adopted by the Weld
County Commissioners on February 26, 2018. The plan was
developed in order to assist in making improvements to the
corridor, and to improve corridor safety.
WELD COUNTY ROAD 29
ACCFSS CONTROT PT AN
WELD COUNTY ROAD 47
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In response the construction of improvements to WCR 47,
Public Works staff developed the WCR 47 ACP. The study
area for this ACP is from WCR 60.5 to the south and SH 392
to the north. This ACP was developed in 2016. The primary
goal for this plan is to limit access to the newly constructed
roadway.
anzu pr. me law* I
WELD COUNTY ROAD 49
The WCR 49 ACP was developed as a collaborative effort by
four government entities including the Town of Hudson, Town of
Keenesburg, Town of Kersey, and Weld County. The ACP
extends from Interstate 76 to the south to US Highway 34 to the
north. The WCR 49 ACP was adopted by the Weld County
Commissioners on December 15, 2014.
WELD COUNTY ROAD 74
rn p.
Ad
Access Cellist! :, �n K
WELD COUNTY ROAD 49
ACCESS CONTROL PLAN
:Zar-tom -
The WCR 74 ACP was developed in cooperation with the
Town of Eaton and the Town of Severance. The corridor
extends from SH 257 to the west to County Road 39 to the east.
The primary goal of the plan is to preserve the functional
integrity of WCR 74 as development occurs on the corridor.
FUTURE ACCESS CONTROL PLANS
In order to maintain the functional integrity of our
county roads, Weld County must consider developing
ACPs on all corridors that are expected to increase to
a high level of traffic volume in the future. Arterial
classified roads are at the top of the priority list when it
comes to developing access control plans. As a goal,
Weld County has outlined the need for ACPs on all the
arterial roadways. Priority for developing ACPs is as
follows:
1. WCR 44 between WCR 49 and SH 60
2. WCR 13 between WCR 2 and SH 60
3. WCR 2 between WCR 11 and Interstate 76
4. WCR 19 between WCR 2 and SH 66
5. WCR 22 between WCR 49 and US Highway 85
Many of these proposed access control plan locations
have multiple jurisdictions who maintain the road.
Collaboration with these communities will be key in
implementing the plans. This collaboration will ensure
that these corridors will be able to withstand the level of traffic that is anticipated in this
region in the future. Planning for the future and preserving the functional integrity of these
corridors will also ensure that improvements are made in a cost-effective, collaborative
way
RTA
CLASSIFICATION
PLAN
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As a part of the 2045 Transportation Plan update, Weld County teamed up with Alliance
Transportation Group to conduct a traffic forecast study. The traffic forecast study was
conducted in order to provide decision -makers a picture of future traffic levels and how
proposed transportation projects can serve the needs of the community. The project was
a collaborative effort to develop three travel demand forecasting scenarios usinc the
CDOT Statewide Travel Demand Model (FOCUS) to forecast 2045 traffic for Weld County.
The use of the CDOT FOCUS model provides a consistent forecast for all of Weld County
and allows for an understanding of regional trip patterns and their effect on Weld County.
Weld County was the first local government to utilize the FOCUS model.
To meet project objectives, Alliance
developed the modeling scenarios,
conducted the analysis, and reported the
results to Weld County. The FOCUS model
was reviewed and updated to ensure the
forecasting reliability for the traffic
forecasts. A 2045 No Build Scenario, a 2045
Build Scenario, and an oil and gas related
truck scenario were performed using the
CDOT FOCUS model.
Travel models are tools used to help understand how changes to a transportation system,
combined with population growth and land use changes over time, might affect travel
patterns in a given area in a specified future year. The recently developed CDOT FOCUS
model was obtained from CDOT and was used as the tool for forecasting traffic for Weld
County. Using the CDOT FOCUS model provides consistent socioeconomic data for both
base year and forecast years at the TAZ level and allows for an understanding of recional
trip patterns and their effect on Weld County, thus providing a consistent forecast for all
of Weld County.
The FOCUS model is an activity -based model covering the entire state of Colorado with
a base year of 2015 and a forecast year of 2045. The 2045 FOCUS model network reflects
the roadway projects included the most recently adopted Metropolitan Transportation
Plan of every MPO within the state.
The FOCUS model inputs were reviewed to ensure that the model accurately represents
the 2015 land use and roadway conditions within Weld County, and that the model
reasonably forecasts land use and roadway traffic in 2045. The FOCUS model base year
validation within Weld County was reviewed and improved to increase the model's
forecasting reliability. Input revisions were carried through to all modeled scenarios to
ensure consistency. The following section describes the findings of the study.
la ear
As described in the previous section, the FOCUS model is validated and selected to be
the tool for producing the traffic forecasts for Weld County roadways. Therefore, the main
source of the traffic forecasts is the FOCUS model results. The following strategies are
adopted when developing the traffic forecasts:
• If the roadway is in the FOCUS model network, the modeled volume, including
total volume and truck volume will be used as the traffic forecast for the roadway.
• If the roadway is not in the FOCUS model network, the available count information
becomes the most reliable source for predicting future traffic and a growth rate is
applied to the count to derive forecast year traffic based on subarea and facility
type attributes.
• To address oil and gas trucks, a thorough review of the base year modeled truck
volume and available observed truck counts was done to identify the systematic
pattern of truck underestimation. Trucks are underestimated primarily on a few
routes such as WCR 49. Therefore, the model -based and count -based truck
volume forecast on these facilities was evaluated and the truck volumes were
adjusted based on the calculated shortage of oil and gas trucks in the County,
the trucks' primary routing, and the identified location of oil and gas activity in the
County.
• If the roadway is not in the FOCUS model network and does not have count
information, the links were examined.
o Some link volumes are logically derived based on the available connecting
roadway volumes.
o If volumes cannot be logically derived, a potential traffic volume range is assumed
for the roadway. The potential traffic volume range is developed based on the
roadway facility type and subarea in which it is located. The median volume
(average level) of the links of the same facility type within the same subarea is
summarized and recommended as the likely volume for the roadway. Median
truck percentages are calculated in a similar way and the median truck
percentages are applied to the median volume to derive the estimated trucks on
these links.
• The resulting traffic forecasts are visually inspected for consistency and
reasonableness, and adjustments were applied to resolve inconsistencies from
different forecasting sources.
Traffic growth is not evenly distributed geographically. It is beneficial to calculate traffic
growth rates based on geographic locations that are consistent with the development
patterns in the County. The subarea layout that is used in this study follows the subareas
used in the Weld County 2035
Transportation Plan, as shown in Figure
25. Note that due to the FOCUS model
zone structure, the zones vary slightly
along WCR 73 and US 85. Figure 28
shows 2045 traffic projections for Weld
County, and Figure 30 shows truck
traffic forecasts for the County.
The traffic annual growth rate is
derived based on the FOCUS model
projected VMT growth rate between
the base year 2015 and 2045 by facility
type and subarea. Since the gravel
roads and subdivision roads are
beyond FOCUS model resolution, the
subarea level population growth rate
and subarea level VMT growth rate
were compared and the lesser growth
rates were chosen as the growth rate
for gravel roads and subdivision roads.
Table 5 lists the derived compound
annual growth rate by facility type
and subarea.
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4
Table 5: Subarea Growth Rates
Paved Arterial
Paved Collector
Paved Local
Gravel Arterial
Gravel Collector
Gravel Local
Figure 25: Subarea Road Locations
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SUBAREA. - -i
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SUBAREA
1 2 3 4 5 6 7 8
2.63% 0.98% 3.52% 3.42% 3.05% 2.29% 2.97% 2.53%
4.81% 1.26% 5.02% 2.61% 6.14% 5.18% 2.64% 3.17%
3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
Figure 26 below shows the trip interaction between Weld County and all areas within
the State of Colorado.
Figure 26: Trip Interaction Between Regions
,Y.
12
10
14
13
2045 Daily Vehicle Row Prom Weld County
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1 or.l Vehrth trips
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Table 6 presents the top destinations and their corresponding daily vehicle trips and trip
percentages that originated from Weld County. Table 7 presents the top origins and their
corresponding daily vehicle trips and trip percentages that destinated to Weld County.
Table 8 presents the trip interaction among major travel sheds of Weld County. Note that
the number of vehicle trips were rounded to the nearest hundred and the trip
percentages do not sum up to 100%, as the percentages are calculated based on all 17
regions within the State of Colorado. Outside of Weld County the top three origins and
destinations are Larimer County, Boulder County and the Denver Metro Area.
Table 6: Top Destinations from Weld County
TRAVEL SHEDS
INTERNAL TO WELD COUNTY
LARIMER COUNTY
BOULDER COUNTY
DENVER METRO AREA
ADAMS/ARAPAHOE COUNTY
WESTERN PORTION OF DRCOG
NUMBER OF TRIPS
(VPD)
1,1 12,600
179,200
112,100
84,900
14,500
9,500
PERCENTAGE OF TRIPS
73.19%
11.79%
7.37%
5.59%
0.94%
0.63%
Table 7: Top Origins to Weld County
TRAVEL SHEDS
INTERNAL TO WELD COUNTY
LARIMER COUNTY
BOULDER COUNTY
DENVER METRO AREA
ADAMS/ARAPAHOE COUNTY
WESTERN PORTION OF DRCOG
NUMBER OF TRIPS
(VPD)
1,112,600
179,900
112,700
8 7, 000
14,100
8,900
Table 8: Trip Interaction Between Regions (VPD)
WELD
COUNTY
LARIMER
COUNTY
BOULDER
COUNTY
DENVER
METRO
AREA
ADAMS/
ARAPAHOE
COUNTY
WESTERN
PORTION
OF DRCOG
St IS
PERCENTAGE OF TRIPS
73.12%
11.82%
7.41%
5.72%
0.93%
0.59%
DENVER ADAMS/ WESTERN
WELD LARIMER BOULDER PORTION
METRO ARAPAHOE
COUNTY COUNTY COUNTY OF
AREA COUNTY
DRCOG
1,112,600 179,200
179,900
112,700
8 7, 000
14,100
8,900
1,514,000
29,500
9,600
4,300
2,600
112,100 84,900 14,500
29,200 9,800
1,109, 800 207,200
209,300 5,410,700 2 71, 000
13,400
98,200
4,200
13,500
268,600 217,900
601,200 12,800
9,500
2,700
98,900
608,600
13,300
1,155,700
Figure 27: Traffic Volumes (2015)
5.. vpd
------ 500-5000 vpd
�-� 5000-10.000 vpd
0 000-20.CO0 vpd
_0.000-35.000 vpd
City Limits
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Figure 28: Traffic Volumes (2045)
500-5000 vpd
5000-10.000 vpd
10.000-20.000 vpd
aim.0C0-35.000 vpd
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Figure 29: Truck Traffic Volumes (2015)
4aw
G K.;4t#ost!,
-.530 ../pd
.500-250C - pd
a 25O0-5000 vpd
w- 50O0-7500 v p d
7'5O0-10.500 vpd
City L►mits
Figure 30: Truck Traffic Volumes (2045)
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City Limits
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FUNCTIONAL CLASSIFICATION PLAN
Where the Transportation Plan is used as a tool to guide the CIP, Development Review
and Planning with land use recommendations, the functional classification plan is a
component of the Transportation Plan and is the process by which county roads are
grouped into classes according to the character of service provided. The purpose of
grouping the roads into classes helps identify locations for future ROW reservation. As you
would expect, analyzing future traffic volumes assist staff in developing the functional
classification plan. Indications of major growth of traffic on a corridor may require staff to
upgrade the classification of the roadway. In the next section, the functional
classification guide gives a more in depth look at how changes are made.
A roadway classification plan is intended to perform the following three functions:
• Define the function (a combination of mobility and access) that roadways within
a system should be planned to provide
• Identify the design characteristics (cross-section and geometric standards),
which roadways should demonstrate given their function
• Define the amount of ROW which should be preserved to construct the ultimate
roadway
Functional
Classification
Plan
tor
A roadway network is comprised of a hierarchy of roadways whose functional
classifications are defined by their usage. Typically, roads serve two functions; they
provide access and mobility. The relative degree to which a road serves these functions
defines its functional classification. In order of their ability to provide mobility, the roadway
functional types are more thoroughly described in the following subsections.
FEDERAL AND STATE HIGHWAY SYSTEM
Freeways usually serve long distance
travel between major communities
and provide the greatest mobility, with
strictly controlled access allowed only
at interchanges. No direct property
access is allowed. Much of the primary
roadway system in Weld County
consists of roads that are maintained
by the federal and state governments.
Weld County has two freeways within
its boundaries. Interstate 25 and
Interstate 76. They are defined by high
speeds and access is provided by widely spaced, grade -separated interchanges. Two
other federal highways within the County are US 34, which provides a major east/west
segment, while US 85 is a major north/south route. These highways provide regional
mobility functions to and through the County. State Highways in the County include
segments of SH 14, SH 52, SH 56, SH 60, SH 66, SH 71, SH 79, SH 119, SH 257, and SH 392.
These roads generally serve arterial roadway functions.
ARTERIAL ROADWAYS
Arterials carry longer -distance traffic flow for regional, intercommunity and major
community purposes. The primary difference between freeways and major arterials is
access. Freeways have fully controlled accesses with no at -grade intersections, while
arterials include limited at -
grade intersections. Arterials
can carry significant traffic
volumes at higher speeds
for longer distances and are
seldom spaced at closer
than one -mile intervals.
In Weld County, the State
highway facilities comprise
most arterial roadway
needs. Outside of the State
system, Weld County's
arterial road network
consists predominately of
two-lane rural arterials.
1NaNNW-
Arterials transitioning into the municipalities tend to become four lanes carrying major
traffic flows to important activity centers. The County also has a Colorado State
recognized county highway in WCR 49. WCR 49 is an arterial roadway, that also has a
higher classification as a county highway.
COLLECTOR ROADWAYS
Collectors link local roads with the arterial road
system. Both mobility and access are of equal
importance on these roadways. Travel speeds
and volumes are moderate, and distances
traveled are short to medium. Traffic on
collector roads typically has an origin or
destination within the nearby area.
Weld County also has gravel rural collectors.
These roads are located more in the north and
east portions of the County where the
population is less dense. Regaraless of traffic
volumes, these roads receive traffic from the
local roads and feed to paved collector or
arterial roads. Many arterials and collectors in
Weld County have direct access to residences,
farms and irrigation ditch roads. Collector roads
transitioning into municipalities tend to be
connections within residential, commercial and
industrial areas. They are usually two to four
lanes and connect city centers, schools and neighborhoods.
LOCAL ROADWAYS
In both rural and urban areas, the primary
function of local roads is to provide access to
adjacent land uses, whether they are
residences, businesses, or community
facilities. Local roads are closely spaced, two
lanes wide, and carry relatively lower traffic
volumes short distances. They generally are
internal to or serve an access function for a
residence, farm, single neighborhood or
development, and generally, should lead
traffic to a collector road.
SCENIC BYWAYS
Scenic and Historic Byways are
nominated by local partnership
groups and designated by the
Colorado Scenic and Historic Byways
Commission for their exceptional
scenic, historic, cultural, recreational,
and natural features.
The Pawnee Pioneer Trail Scenic
Byway represents the only scenic
byway designated within the County.
This scenic byway is identified on state
highway maps. Appropriate signs
delineating the route are strategically located to keep motorists on the appropriate
route. Through the Pawnee Grasslands, the trail byway utilizes existing gravel roads that
are regularly maintained by Weld County.
ROAD CLASSIFICATION DEFINITIONS
Table 9 shows how roadway classification is determined when staff and elected officials
review the current classifications of the County roadway system. This is also shown in
Figure 31.
Table 9: Road Classification Definitions
CLASSIFICATION
CONTINUITY
SERVICE BETWEEN
MAJOR
ORIGIN/DESTINATION
AVERAGE TRIP
LENGTH
SPACING
T
ARTERIAL
COLLECTOR
LOCAL
Moderate to long.
Extension of state
highway system.
Movement between
major activity
centers.
Short to modcratc.
Link local roads to the
arterial system.
Short to moderate.
Serves as connection
to larger population
centers.
Serves less densely
populated areas.
Provides local
circulation service.
Serves low density
areas and provides
local access.
Primarily longer
trips to/from
larger population
centers.
Mostly short to
medium trips for
less populated
areas.
Mostly local
traffic.
No less than one
mile apart.
As needed to
serve population
density.
As needed to
serve population
density.
The three primary considerations in classifying Weld County roadways are more
thoroughly described as follows:
1. Connectivity
This consideration pertains to the nature of the area(s) that a roadway serves and is
primarily an issue for the rural areas of the County. For arterial roads, the connectivity
characteristic is that it serves a major community, or series of municipalities within the
region. Arterials allow direct entry into/out of the larger jurisdictions, and they extend
to/from other major communities or major roadway facilities. Portions of the County
arterial system could also serve as an extension of the state highway system where state
highway designations abruptly terminate, or parallel the state system, such as WCR 49 to
US 85.
As mentioned, collector roads have a mobility function within the rural areas of the
County. In this sense, collectors are a subordinate arterial roadway. Collectors should
serve as the primary links to/from the smaller communities where arterials are not present.
Collector roads may also be designated in low density, low -volume areas where there
are missing mobility links and an arterial designation would be overkill.
2. Continuity of Roadway
Continuity is a relative measure and is not an absolute. The continuity of roads may vary
between urban and rural areas. The continuity of an unincorporated road in close
proximity to an urbanized area will be gauged against the size of that area, whereas the
continuity of roads in rural areas should be considered within the context of the entire
County roadway network. A road that might have a significant amount of continuity
does not automatically qualify to be an arterial or even a collector. Rather, possessing
some degree of continuity is one characteristic of the roads which are designated as
collector or arterial roads.
3. Traffic Volume Thresholds
Arterial roadways usually involve all three functional characteristics (continuity,
connectivity, and daily traffic). Since these roads are typically the most continuous and
connected, they by default, tend to carry the most traffic; therefore, daily traffic
thresholds for the roadway classifications is another tool to consider when analyzing road
classifications. Historically, Weld County roads do not carry high traffic volumes, so the
proposed capacities are intended to be more indicative of rural County traffic flow. For
Weld County, any road carrying more than 7,000 vpd is a strong candidate for an arterial
road, and any roadway carrying more than 2,000 vpd and less than 7,000 vpd is a
candidate for being a collector road. There will be many exceptions in which an arterial
might be identified for volumes under 7,000 vpd.
Daily traffic volumes alone should not be the only factor relative to classification
designation. An appropriately defined roadway classification may sometimes carry
traffic volumes well below its typical threshold. Other classification characteristics should
be defined as part of the plan including the roadway's continuity, service between
activity centers (connectivity), relative trip length of traffic utilizing the road, and
approximate spacing of parallel facilities. The continuity element of each classification
should be more continuous than that for local roads. The connectivity component should
generally recognize that arterial roads tend to serve larger activity centers than collector
and local roads, and relative trip length is typically longer along arterial roads than the
collector or local roads. The spacing between roads for each classification will need to
vary according to the surrounding environment. In general, parallel arterial roadways
should be spaced farther apart than parallel collector or local roads. In a rural
application this can mean arterial spacing every 2-4 miles.
FUNCTIONAL CLASSIFICATION MAP SUMMARIZED
The functional classification map is used as the official future roadway plan for the
County. Therefore, the functional classification map is one of the more important
transportation planning tools associated with the Transportation Plan. The functional
classifications determined by the County may not necessarily match the CDOT/FHWA
classifications, which ultimately determine federal -aid eligibility of a roadway.
In addition to revising the functional classification map, the County also revised the
existing typical road cross -sections to include an interim and ultimate section. While it is
important to reserve the ultimate ROW section, funding availability does not always allow
for construction of the ultimate section, and therefore, an interim section should be
considered until funding becomes available. The width of a roadway is an important
design consideration to ensure the road network is appropriately sized to serve its
function.
UPDATING THE FUNCTIONAL CLASSIFICATION PLAN
This section is intended to provide guidance in maintaining the County's roadway
classification system. As conditions change, the County should review all the roadways
and determine if a change in road classification is appropriate. It is recommended that
this exercise be conducted at least once every two years. This will ensure that proper
actions can be taken to preserve ROW necessary for the ultimate construction of each
roadway as needed.
The definitions of each classification were previously discussed and summarized in Table
9. These definitions can also be used in determining if any classification adjustments
should be made to the system. Considerations in making changes include the following:
1. Daily traffic volume (existing and future)
2. Continuity of roadway
3. Connectivity between communities
These considerations are most applicable to the rural areas. A key factor for the
unincorporated area roadways is to maintain close coordination with the local
jurisdictions. The County should be proactive with local jurisdictions to the point that
arrangements are made to notify and communicate any planning efforts which might
affect an entity's road system. This effort could be accomplished through a standard
referral process and should be a future Transportation Plan goal for Public Works. It is
imperative the County Public Works and Planning Departments coordinate close y to
ensure development information is forwarded to the appropriate staff to monitor these
roadway classification changes.
; .trait; j
FUNCTIONAL CLASSIFICATION GUIDE
To assist staff and elected officials with classifying roads, a road classification guide was
developed. This guide takes into consideration the classification definitions and
graphically displays the process. The flow charts may not address every conceivable
scenario relative to classifying a roadway, but it does serve as a general guide to assist
the County in determining if any classification changes might be necessary in the future.
If unique circumstances exist, some judgment must be exercised in using the flow charts.
Some examples for classification consideration include:
1. Type and magnitude of travel generators
2. Route feasibility and directness of travel
3. Traffic characteristics and trip length
4. Spacing between types of functional classes
5. Continuity of various functional classes
6. Multiple service capability (accommodation of the modes of transportation)
7. Relationships of functional classes to transportation plan(s)
8. Integration of classifications of adjoining jurisdictions
9. Miles and travel classification control values, such as access
Figure 31: Guide to Modifying Functional Classifications
Does Roadway
Serve a Large
Population
Center?
Is Roadway More
Continuous Than
Nearby
Alternatives?
Does Roadway
Serve A Smaller
Population Center?
Does Roadway
Also Serve A
Smaller
Community?
Is Roadway More
Continuous Than
Nearby
Alternatives?
Is Roadway
Needed for
Continuity?
Collector or Local
Collector or Local
Arterial
Local
Collector
Local
Collector
Figure 32: Functional Classification Map
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AMENDED XX/XX/2020
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LONG RANGE TRANSPORTATION PROJECT LIS
Since the adoption of the 2035 Transportation Plan, many of the projects listed in the plan
have been completed. The County finished construction of The County Highway, which
improved many of the intersections, and alignments listed in the 2035 plan. Other projects
that have been completed since the adoption of the 2035 plan include the realignment
of WCR 23 north of SH 392, the completion of the WCR 49, and 74 access control plans,
several bridge improvements, and several intersection improvements including, WCR 54
and WCR 17, where the County's first roundabout was completed in unincorporated
Weld County.
As priorities shifted over the last
10 years, some of the projects on
the list were not completed and
are included in the 2045
Transportation Plan project list.
As the County looks at funding
future projects, costs related to
utilities within the ROW, and
impacts related to oil and gas
production, (Such as
construction of pipelines near or
"a$01114i rhsverwc through ROW) become a major
concern. Costs for relocating
utilities, as well as oil and gas infrastructure, continue to rise and become a major
consideration when selecting County infrastructure improvements. As these costs
continue to rise, the number of improvements that the County will be able to complete
will be reduced. These costs become very high with intersection improvements given the
increased amount of utilities and oil and gas infrastructure in the project area. The County
continues to work to ensure that these facilities are located outside of the area needed
to improve the roadway, but with the high increase of development in Weld County it is
difficult to mitigate this concern. Cost of ROW acquisition has increased substantially as
well, which will likely continue to rise in a major way. The 2045 project list seeks to
reasonably account for these extra costs associated with construction when determining
a cost estimate for future projects.
Tables 10-12 list potential projects on Weld County's roadway network over the next 25
years. The listed projects are intended to depict Weld County's future needs only and
does not imply these improvements will be constructed within this timeframe. The
conceptual cost estimates used to generate the project list can be found in Appendix D.
Table 10: Short -Range Capital Improvement Project List (2021-2025)
Capital Improvement Project
SH 52 and WCR 37
WCR 35 (35th Ave.) from 'F' St. to 'O' St.
WCR 64 (O St.) and WCR 35 (35th Ave.)
WCR 74 and WCR 33
WCR 64 (O St.) and WCR 31 (59th Ave.)
WCR 70 and WCR 39
WCR 66 and WCR 41
US 85 Intersection Closure
US 85 intersection Closure
US 85 Intersection Closure
US 85 Intersection Closure
US 85 Intersection Closure
US 85 Intersection Closure
US 85 intersection Closure
US 85 Intersection Closure
WCR 80 and WCR 37
WCR 13 and WCR 6
SH 66 and WCR 21
WCR 31 and WCR 18
WCR 37 and AA St (WCR 66)
WCR 13 and WCR 50
WCR 74 and WCR 31
WCR 54 from WCR 13 to WCR 15
WCR 54 from WCR 15 to WCR 17
WCR 54 from WCR 17 to Hwy 257
WCR 19 and SH 52
Description
Cost Estimate
Intersection Improvement (Auxiliary Turn Lanes) $2,924,095.47
Widening to add Shoulders (IGA City of Greeley) $7,665,396.37
Roundabout $6,345,669.29
Roundabout $9,329,842.84
Roundabout
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
WCR 2.5 (East side)
WCR 29 (East side) CDOT
WCR 30 (East side)
WCR 33 (East side) CDOT
WCR 46/35 (East side)
O Street (East side) CDOT
WCR 37 (East side) CDOT
WCR 78 (East side) CDOT
Intersection and Bridge Improvements $2,501,757.18
Roundabout $6,070,102.13
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Roundabout
Rebuild and Widen to add Shoulders
Rebuild and Widen to add Shoulders
Rebuild and Widen to add Shoulders
Intersection Improvement (Auxiliary Turn Lanes)
$6,612,181.21
$1,503,485.33
$10,221,233.40
CDOT
CDOT
CDOT
$5,438,513.27
$4,383,946.47
$5,150,738.20
$8,203,427.14
$9,625,967.84
$6,984,912.58
$6,525,002.96
$7,915,869.33
$7,210,141.99
O Street and WCR 27 Intersection
WCR 27 (83rd Ave)
WCR 44 from US85toWCR 49
WCR 66 from US 85 to WCR 47
WCR 66 and WCR 43
WCR 58 and WCR 53
SH 14 and WCR 25
WCR 59 and Market St
West of WCR 41 and South of WCR 64
WCR 105 and SH 14
SH 392 and WCR 35
Idaho Creek Drainage Study
lone Tree Creek Drainage
WCR 49 Drainage
WCR 108/110/120
Bridge 19/46.5A
Bridge 6/17A
Bridge 2.5/27A
Bridge 54/13A
Bridge 13/44B
Bridge 60.5/49A
US 85 and WCR 44 (Peckham)
WCR 44 ACP
WCR 13 ACP
WCR 2 ACP
WCR 19 ACP
Intersection Improvement (Auxiliary Turn Lanes)
Alignment (Bracewell Curves)
Widening (Grade Separation)
Rebuild and Widen to add Shoulders
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Journey Ventures)
Intersection Improvement (Auxiliary Turn Lanes) (WM)
Intersection Improvement (Auxiliary Turn Lanes) (WM)
Roadway Improvements
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
(Eagle View Farms)
WCR 7.5 to Stagecoach Rd
Pierce Pit Study
WCR 49 Master Drainage Improvements
Low Water Crossing
Bridge Improvement
Bridge Improvement
Bridge Improvement
Bridge Improvement
Bridge Improvement
Bridge Improvement
Interchange Improvement
WCR 44 from WCR 49 to SH 60
WCR 13 from WCR 2 to SH 60
WCR 2 from WCR 11 to 1-76
WCR 19 from WCR2toSH66
Total Estimated Cost Estimate for Short -Range Capital Improvement Projects
rT. t
afiwt-
$5,484,326.07
$10,984,642.06
$22,577,621.34
$10,406,065.59
$5,458,903.91
$3,704,466.73
$1,611,362.00
$4,368,818.27
$477,573.89
$4,360,851.17
$1,684,628.25
$400,000.00
$1,580,838.90
$1,699,560.00
$1,233,980.73
$2,757,310.00
$3,950,000.00
$3,950,000.00
$6,252,272.00
$3, 950,000.00
$3, 565,000.00
CDOT
In House
In House
In House
In House
$215,070,503.91
Table 11: Mid -Range Capital Improvement Project List (2026-2035)
Capital Improvement Project
WCR 28 from WCR 5 to 1-25
WCR 44 and WCR 49
WCR 6 and WCR 23
WCR 2 and WCR 45
WCR 6 and WCR 19
WCR 66 and US 85
WCR 64.75 and WCR 23.75
WCR 64.75 to WCR 23.75
WCR 66 from WCR 23.75 to Greeley CL
(West of WCR 31)
WCR 32 and WCR 39
WCR 74 and WCR 51
WCR 35 from SH 392 North to Ault City Limits
US 85 and WCR 40
US 85 and WCR 80
WCR 22 from US 85 to WCR 49
US 85 and WCR 28
SH 392 and WCR 33
SH 392 and WCR 27 (North and South)
SH 392 and WCR 55
SH 392 and WCR 43
SH 392 and WCR 23
SH 392 and WCR 31
SH 14 and WCR 33
WCR 23 from WCR 18 to Ft Lupton Cl
WCR 74 from WCR 27 to WCR 35
WCR 66 around Seeley Lake
Description
Widen to 3 Lane Collector Standard
Grade Separation Improvement
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Signal)
Intersection Improvement
Reconfiguration
Pave Roadway
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Reconfiguration)
Widen to 3 Lane Collector Standard
Intersection Improvement (Frontage Road
Realignment)
Intersection Improvement
Widen to 3 lane Collector Standard
Intersection Improvement (SPUI)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Signal)
Intersection Improvement (Signal)
Intersection Improvement (Signal)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Signal)
Rebuild and Widen to add Shoulders
Realignment and Widening to add Shoulders
Rebuild and add Shoulders
Cost Estimate
$9,861,942.00
$20,000,000.00
$5,796,333.88
$5,547,342.38
$7,396,456.50
CDOT
$5,547,342.38
Joint Greeley
Project
$5,149,044.00
$7,396,456.50
$7,396,456.50
$24,654,855.00
CDOT
CDOT
$54,240,681.00
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
$3,428,258.75
$14,998,376.00
$4,274,537.16
F Street from WCR 31 to WCR 33
WCR 54 from 'NCR 43 to WCR 45
WCR 53 from US 34 to WCR 60.5
WCR 55 from WCR 60.5 to SH 392
WCR 68 from WCR 71 to WCR 83
WCR 39 from WCR 44 to LaSalle CL
WCR 17 from WCR 32 to SH 66
WCR 20.5 from WCR 1 to WCR 7
WCR 22 and WCR 41
WCR 39 and WCR 44
WCR 22 ACP
WCR 77 ACP
WCR 35 ACP
WCR 17 ACP
Rebuild and Widen to add Shoulders
Widen to add Shoulders / Potential Realignment
Rebuild and Widen to add Shoulders
Rebuild and Widen to add Shoulders
Pave Roadway
Rebuild and Widen to add Shoulders
Rebuild and Widen to add Shoulders
Rebuild and Widen to add Shoulders
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
WCR 22 from WCR 49 to US 85
WCR 77 from SH 14 to WCR 138
WCR 35 from OStreetto SH 14
WCR 17 from SH 66 to Crossroads Blvd
Total Estimated Cost Estimate for Mid -Range Capital Improvement Projects
•
VERT
$2,999,675.20
$3, 749,594.00
$9,373,985.00
$13,123,579.00
$9,869,001.00
$10,123,903.80
$4,686,992.5
$11,248,782.00
$7,396,456.50
$7,396,456.50
In House
In House
In House
In House
$255,656,507.60
Table 12: Long -Range Capital Improvement Project List (2036-2045)
Capital Improvement Project
ra..su.,,,_a ,me...._.. t - - ._r. .-- , ---_..tott..N.,,..,nom—
US 85 and WCR 6
WCR 27 from WCR 76.5 to WCR 78
WCR 7 from SH 56 to WCR 48
WCR 13 from WCR 48.5 to US 34
WCR 37 from SH 392 to Eaton Cl
2 Rivers Parkway from WCR 396 Evans CL
WCR 31 from Greeley CI to SH 392
35th Ave/WCR 35 from O Street to SH 392
Drainage Improvements
WCR 49 between WCR 2 and WCR 4
1-76 at WCR 49
Description
Cost Estimate
..ate. �.renv^wa.sower.N�+ •^ ....fl.- .•+rw. -...n s:..r..._ r ._ War s,P.u2w... fl ..IeP.c+m,n_-,..w,.c•yctM...K'
Interchange Improvement (Partial Cloverleaf)
Construct New Two -Lane Gravel Road
Pave Roadway
Widen to 3 Lane Collector Standard
Widen to 3 Lane Collector Standard
Widen to 3 Lane Collector Standard
Widen Roadway to 4 Lanes
WCR 17 from Johnstown CL to Greeley CL
(South of US 34)
L_
e.
WCR 22 and WCR 49
WCR 55 and WCR 74
WCR 23 and WCR 20
WCR 17 and WCR 34
US 34 and WCR 45
US 34 and WCR 45.5
US 34 and WCR 47
US 34 and WCR 47.5
SH 66 and WCR 1
SH 66 and WCR 3
SH 66 and WCR 5
$15,433,939.23
$13,293,770.00
Widen Roadway to 4 Lanes
Drainage Improvements for Weld County
Unincorporated Communities
$858,174.00
$7,499,188.00
$21,548,343.27
Construct New Alignment (Imboden Study)
Interchange Improvement
SH 66 and WCR 17 (North and South)
SH 66 and WCR 19
1-76 and WCR 386
$12,327,427.5
Widen to 3 Lane Collector Standard
Intersection Improvement (Grade Separation)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes on
WCR 45)
Intersection Improvement (Auxiliary Turn Lanes on
WCR 45.5)
Intersection Improvement (Auxiliary Turn Lanes on
WCR 47)
Intersection Improvement (Auxiliary Turn Lanes on
WCR 47.5)
Intersection Improvement (Grade Separation)
Intersection Improvement (Signal)
Intersection Improvement (Signal)
Intersection Improvement (Signal or Roundabout)
Intersection Improvement (Signal or Roundabout)
Interchange Improvement
Varies
$2,145,435.00
CDOT
$18,491,141.25
$20,000,000.00
$5, 796,333.88
$3,947,219.75
$7,396,456.50
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
US 85 and WCR 26
US 85 and WCR 24.5
US 85 and WCR 90
SH 14 and WCR 31
US 85 and WCR 35/WCR 46
SH 392 and WCR 51
US 85 and WCR 22
US 85 and WCR 36
US 85 and WCR 38
SH 14 and SH 392 and WCR 77
SH 14 WCR 90 and WCR 57
US 34 and WCR 50
SH 52 and WCR 59
Intersection Improvement (SPUI)
Right-in/Right-out
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Channelized-T)
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Diamond Interchange)
Interchange Improvement/Realignment
Interchange Improvement/Realignment
Intersection Improvement (Auxiliary Turn Lanes on
WCR 77 and SH 392)
US 85 and WCR 20 RI/RO (west side)
Closure (east side)
Intersection Improvement/Realignment
Intersection Improvement (Auxiliary Turn Lanes)
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
Intersection Improvement (Auxiliary Turn Lanes on
WCR 59)
SH 14 and WCR 89
SH 14 and WCR 29
WCR 8 and 1-76
Intersection Configuration Change
Intersection Improvement (Auxiliary Turn Lanes)
Intersection Improvement (Signal)
Interchange Improvement
Total Estimated Cost Estimate for long -Range Capital Improvement Projects
CDOT
CDOT
CDOT
CDOT
CDOT
CDOT
$135,384,313.38
Total Estimated Cost Estimate for all Capital Improvement Projects
AIONIRMIMItelfasePliPro
$606,111,342.89
SPISISieSA
Since these projects are unfunded, this list does not guarantee the improvements will be
constructed in the next 25 years, but it is intended to identify the transportation needs for
Weld County.
Weld County Public Works budget for 2020 totaled approximately $65,000,000. The Public
Works Fund records all costs related to road and bridge construction and maintenance.
This fund is also utilized for allocation of monies to cities and towns for use in their road
and street activities. Collectively, the list of projects identifies the County's needs for the
next 25 years. Based on current funding levels and the amount of need identified, Weld
County should focus on maintaining the existing roadway system and the short-range
project list. Should additional grant funding become available, new roads will be
considered for future construction.
Y
CAPITAL IMPROVEMENTS PLAN
Weld County maintains a 5 -year CIP, which is updated annually. This CIP includes projects
that are typically related to transportation but can include other projects within the Public
Works budget. The plan serves as a guide for funding and schedule of short-term
imminent projects within the County and ensures a fair and reasonable determination of
project priorities in
accordance with the County's
overall transportation needs.
Decision makers can allocate
resources within the timeline,
prioritize future projects, and
ensure financial resources are
available. The plan, which is
approved by the BOCC
annually, allows the public to
see what projects will be
completed within the next 5
years.
Weld County Public Works is recommending implementation of the following
transportation planning strategies:
1. Safety is a priority to Weld County's transportation network. Weld County Public
Works will continue to implement transportation improvements that enhance the
level of safety on the roadway network as a part of the CIP.
2. Protect the investment of existing infrastructure by placing an emphasis on
maintaining and upgrading existing transportation facilities over the provision of
new facilities.
3. The Roadway Master Plan represents a general project list that identifies projects
for the collector and arterial roadway system. Tables 10-12 includes the short-, mid -
and long-range projects, implementation timing, and conceptual cost estimates.
The roadway cost estimates are included separately in Appendix E. Most projects
are unfunded but have been identified for the sole purpose of funding allocation.
The project list and concept level cost estimates assist the County with looking at
funding so planning of future Impact Fees and other funding sources, such as
grants, can be procured. However, the current CIP includes the short-range
projects from 2019-2023.
4. Weld County should consider developing a County -wide Regional Transit Plan. The
plan should build on the NFRMPO's Regional Transit Element and Coordinated
Public Transit/Human Services Transportation Plan, DRCOG's Coordinated Transit
Plan, the Upper Front Range Coordinated Public Transit and Human Services
Transportation Plan, and the North Front Range Premium Transit Analysis.
5. Weld County should continue to partner with the local jurisdictions to support
regional planning, trails coordination, and infrastructure development.
6. The County realizes each local jurisdiction has plans for their community outside
the jurisdiction's current corporate limits. The key consideration for these "in
between" areas is communicating urban and rural roadway transitions between
the municipality and the County. Since these areas have a high potential to be
developed by the local jurisdiction using urban roadway standards, the
municipality's cross -sections would make a good starting point for consideration.
Any issues or development proposals within these growth boundaries should
include participation of both the local jurisdiction and the County through a Public
Works/Planning referral process.
7. Coordinate the CIP with the short-range improvements identified in the
Transportation Plan.
8. The Weld County Functional Classification Map shown in Figure 32 should be
updated every two years. In addition, the Transportation Plan should be updated
in conjunction with the Weld County Comprehensive Plan.
9. The road impact fee should be revisited every ten years to ensure consistency with
the Transportation Plan and current growth and development.
10. To ensure safety and functionality is a priority of the arterial roadway network, new
ACPs should be considered for all arterial roadways that currently do not have an
ACP.
1 1. Coordinate recent changes to County Code with the Planning Department.
APPENDIX A TRAFFIC MODEL ROADWAY INVENTORY
The Weld County Traffic Model Roadway Inventory identifies roadway inventory data
needed for development of the Weld County Transportation Plan. The spreadsheet
includes the following:
• Road - Defines study segment
• From - Defines starting point of study segment
• To - Defines ending point of study segment
• Lengtn - Length of study segment
• 2015 ADT - Value calculated by factoring the existing count data to a uniform
base year
• 2045 ADT - Value developed through the Weld County Traffic Model, utilizing
the CDOT Focus, DRCOG, and NFRMPO traffic models for the forecast year of
2045
• 2015 Truck Volume - Value for truck traffic calculated by factoring the existing
count data to a uniform base year
• 2045 Truck Volume - Value for truck traffic developed through the Weld
County Traffic Model, utilizing the CDOT Focus, DRCOG, and NFRMPO traffic
models for the forecast year of 2045
• 2045 V/C - Volume to capacity calculation for the forecast year of 2045
• Subarea - The study area that the road segment is in. Subareas assist in growth
forecasts.
• Total Lanes - Traffic lanes for the road segment.
• Capacity for AB Direction - Roadway capacity for AB direction.
• Capacity for BA Direction - Roadway capacity for BA direction.
• Forecast Source - Volume source for the traffic forecast
o "Use Model" - the forecasts are from FOCUS model
o "Use Count" - the forecasts are based on traffic counts
o "No Model No Count Derived" - the forecasts are derived based on
connecting link volume information
o "No Model No Count" - the forecasts are based on median volume
information from same subarea category
Road
From
To
Length
2015 ADT
2045 ADT
2015 Truck
Volume
2045 Truck
Volume
2045 V/C
Subarea
Total Lanes
Capacity for
AB Direction
Capacity for
BA Direction
Forecast Source
1
STR
CR 46
1.59
0
3530
0
310
0.13
5
2
13200
13200
Use Model
1
CR 48
COLT
0.44
0
0
0
0
0.00
5
2
14400
14400
No Model No Count
1
BOULDER N COLI
STR
2.42
0
4140
0
330
0.14
5
2
14400
14400
Use Model
1
CR 46
CR 48
1,01
0
2900
0
190
0.11
5
2
13200
13200
Use Model
1
COLI
SH 60
0.68
0
1930
0
90
0.07
5
2
14400
14400
Use Model
2
CR 39
STR
1.26
2624
5160
367
720
0.18
7
2
14400
14400
Use Count
2
STR
CR 47
0.40
1650
3150
182
350
0,11
7
2
14400
14400
Use Count
2
CR 45
STR
0.60
1650
3420
182
380
0.12
7
2
14400
14400
Use Count
2
COL)
STR
0.06
0
0
0
0
0,00
7
2
14400
14400
No Model No Count
2
CR 63
CR 65
1.00
10
10
3
0
0.00
7
2
6000
6000
Use Count
3
CR 12
SH 52
1,02
0
2490
0
130
0.09
6
2
13200
13200
Use Model
3
CR 10
CR 1.5
0.28
1929
4260
116
190
0.16
6
2
13200
13200
Use Model
3
CR 8
CL ERIE
0.65
0
3130
0
100
0.12
6
2
13200
13200
Use Model
3
CR 1.5
CR 10.5
0.24
2034
7950
122
480
0.30
6
2
13200
13200
Use Count
3
CR 34
CR 38
2.01
182
420
41
90
0.04
5
2
6000
6000
Use Count
3
CR 28
SH 66
0.95
0
440
0
50
0.04
6
2
6000
6000
No Model No Count Derived
3
CL
CR 32
0.50
168
360
32
70
0.03
5
2
6000
6000
Use Count
3
CL
CL/SH 56
0.51
0
410
0
80
0.01
5
2
14400
14400
No Model No Count Derived
3
CR 38
URBDRY
1 47
307
650
71
150
0.05
5
2
6000
6000
Use Count
3
URBDRY
STR
0.60
174
410
35
80
0.03
5
2
6000
6000
Use Count
3
SRFCH
CL BERTHOUD
0.15
0
410
0
80
0.01
5
2
14400
14400
No Model No Count Derived
3
STR
SRFCH
0.29
0
410
0
80
0.03
5
2
6000
6000
No Model No Count Derived
3
SH 56
SH 60
3.00
110
250
21
50
0.02
5
2
6000
6000
Use Count
4
CR 7
END
0.50
0
0
0
0
0.00
6
2
13200
13200
No Model No Count
4
CR 15
STR
0.69
59
5740
15
300
0.48
6
2
6000
6000
Use Model
4
CR 11
GATE
0.29
0
0
0
0
0.00
6
2
1800
1800
No Model No Count
4
CR 13
CR 15
1.00
74
3440
15
230
0.29
6
2
6000
6000
Use Model
4
CR 17
CR 19
1.00
74
1190
15
90
0.10
6
2
6000
6000
Use Model
4
STR
CR 17
0.33
59
2040
15
130
0.17
6
2
6000
6000
Use Model
4
CR 19
CR 21
1.00
58
660
25
60
0.06
6
2
6000
6000
Use Model
4
SRFCH
CR 81
2.59
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
4
CR 49
STR
1.53
0
1620
0
40
0.14
7
2
6000
6000
Use Model
4
CL
CR 31
1.62
2592
7130
467
630
0.25
7
2
14400
14400
Use Model
4
SH 85
CR 27
0.32
1943
3920
466
940
0.14
7
2
14400
14400
Use Count
4
CL BRIGHTON
CL BRIGHTON
1.01
0
260
0
0
0.01
7
2
14400
14400
Use Model
4
STR
STR
0,83
439
640
92
10
0.02
7
2
14400
14400
Use Model
4
STR
SIR
0.20
0
1610
0
60
5.59
7
2
14400
14400
Use Model
4
CL
STR
0,71
688
5030
151
290
0,17
7
2
14400
14400
Use Model
4
STR
STR
0.29
0
640
0
10
0.02
7
2
14400
14400
Use Model
4
STR
CR 49
1,51
260
1620
42
40
0.14
7
2
6000
6000
Use Model
4
STR
CR 45
0,78
439
640
92
10
0.02
7
2
14400
14400
Use Model
4
CR 45
STR
0.50
260
1530
42
50
0.13
7
2
6000
6000
Use Model
4
STR
CR 55
1,47
0
1540
0
30
0,13
7
2
6000
6000
Use Model
4
CR 67
CR 69
1.00
20
30
3
0
0,00
7
2
6000
6000
Use Count
4
CR 73
SRFCH
1,42
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
4
CR 81
CR 95
7.00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
4
CR 95
CR 97
100
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
5
CR 6
CR 8
1.00
0
5120
0
190
0.19
6
2
13200
13200
Use Model
5
CR 4
CR 6
1.00
0
4810
0
160
0.18
6
2
13200
13200
Use Model
5
CL
CR 12
0.50
0
4310
0
190
0.16
6
2
13200
13200
Use Model
5
CL
CR 7
0.71
0
4720
0
150
0.18
6
2
13200
13200
Use Model
5
RRX
SH 66
1,40
234
33
100
0.15
6
2
6000
6000
Use Model
5
CR 26
RRX
0.61
213
23
130
0.21
6
2
6000
6000
Use Model
5
CR 32
CL MEAD
0.37
1489
74
70
0.05
5
2
14400
14400
Use Model
5
CL MEAD
CL MEAD
0.35
915
S
82
70
0.05
5
2
14400
14400
Use Model
5
STR
SH 56
0.92
371
1970
67
360
0.07
5
2
14400
14400
Use Count
5
CR 36
CR 38
0.89
108
270
10
20
0.02
5
2
6000
6000
Use Count
5
CR 34.75
CR 36
0.34
463
1000
51
110
0.08
5
2
6000
6000
Use Count
5
CR 34.5
CR 34.75
0.23
510
1100
66
140
0.09
5
2
5000
6000
Use Count
5
CR 40.5
CR 42
0.51
349
1850
63
330
0.06
5
2
14400
14400
Use Count
S
CL
URBDRY
0.06
109
290
12
30
0.02
5
2
6000
6000
Use Count
5
URBDRY
CR 40.5
0.06
109
290
12
30
0.02
5
2
6000
6000
Use Count
5
CR 42
STR
0.09
371
1970
67
360
0.07
5
2
14400
14400
Use Count
5
SH 56
SH 60
3.22
100
670
19
30
0.06
5
2
6000
6000
Use Model
6
URBDRY
STR
1.00
2651
3020
795
180
0.10
6
2
14400
14400
Use Model
6
CL ERIE
SERVICE RD
0.50
0
8570
0
950
0.32
6
2
13200
13200
Use Model
6
CR 15
CR 17
1.00
2768
11380
l
858
3530
0.40
6
2
14400
14400
Use Count
6
CR 11
RRX
0.31
1962
7710
'
785
730
0.29
6
2
13200
13200
Use Model
6
CR 13
CR 15
1.00
3190
12470
1117
4370
0.43
6
2
14400
14400
Use Count
6
RRX
CR 13
0.69
1962
7710
785
730
0.29
6
2
13200
13200
Use Model
6
CR 17
CR 19
1.00
2719
11180
870
3580
0.39
6
2
14400
14400
Use Count
6
STR
STR
0.43
2596
10680
727
2990
0.37
6
2
14400
14400
Use Count
6
CR 19
STR
027
2596
10680
4
727
2990
0,37
6
2
14400
14400
Use Count
6
STR
STR
0.10
2596
10680
727
2990
0,37
6
2
14400
14400
Use Count
6
STR
CR 21/URBDRY
0.20
2596
10680
727
2990
0,37
6
2
14400
14400
Use Count
6
CR 47
END
1.55
85
120
26
40
0.01
7
2
6000
6000
Use Count
6
CL
CR 29
0.04
270
3890
30
280
0.32
7
2
6000
6000
Use Model
6
STR
STR
0.26
3390
3310
•
1288
200
0.11
6
2
14400
14400
Use Model
6
STR
URBDRY
0.45
0
3610
Q
210
0,13
6
2
14400
14400
Use Model
6
CR 23
STR
0.05
0
3610
0
210
0.13
6
2
14400
14400
Use Model
6
URBDRY
STR
0.41
3390
3310
,,
1288
200
0.11
6
2
14400
14400
Use Model
6
STR
STR
0.29
0
3310
0
Z00
0.11
6
2
14400
14400
Use Model
6
STR
SH 85
0.13
1136
3310
0
200
0.11
6
2
14400
14400
Use Model
6
CR 31
CR 33
1,00
311
750
81
40
0.06
7
2
6000
6000
Use Model
6
CR 29
CR 31
1.06
259
600
36
40
0,05
7
2
6000
6000
Use Model
6
URBDRY
CR 33,8
0.75
66
540
14
30
0.05
7
2
6000
6000
Use Model
6
CR 33.8
END
0.13
0
540
0
30
0.02
7
2
14400
14400
Use Model
6
CR 41
END
0,62
63
100
0
0
0.01
7
2
6000
6000
Use Count
6
BEGIN
CR 41
0.28
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
6
CR 59
CR 65.8
3.82
49
70
9
10
0,01
7
2
6000
6000
Use Count
6
CR 55
STR
1.78
66
90
14
20
0.01
7
2
6000
6000
Use Count
6
STR
CR 59
0.23
66
90
14
20
0.91
7
2
6000
6000
Use Count
6
BGN
CR 71
0.48
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
6
CR 67
SH 79
0.86
19
210
7
10
0.02
7
2
6000
6000
Use Model
6
SH 79
END
0.52
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
6
BGN
CR 87
0.31
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
6
CR 95
END
0.42
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
7
CR 16
STR
0.50
1784
3210
0
110
0.12
6
2
13200
13200
Use Model
7
CL ERIE
CR 8
1.50
0
7880
0
570
0.30
6
2
13200
132.00
Use Model
7
CL BROOM
CL ERIE
1.00
0
13120
0
1500
0.50
6
2
13200
13200
Use Model
7
CR 8
RRX
1.18
0
7260
0
430
0.28
6
2
13200
13200
Use Model
7
RRX
CR 12
0.83
0
4560
0
200
0.17
6
2
13200
13200
Use Model
7
CR 18
CR 20
1.01
2204
4960
'1'_9
150
0.19
6
2
13200
13200
Use Model
7
CR 20
CR 2050
0.50
0
9670
0
330
0.37
6
2
13200
13200
Use Model
7
CR 26
CL MEAD
0.48
1146
3820
92
250
0.14
6
2
13200
13200
Use Model
7
CR 32
CL MEAD
0.50
1354
8050
0
540
0.28
5
2
14400
14400
Use Model
7
STR
SH 56
0.49
0
7710
0
400
0.27
5
2
14400
14400
Use Model
7
CL
CR 38
0.38
1257
8670
101
480
0.33
5
2
13200
13200
Use Model
7
CL BERTHOUD
STR
1.27
0
7710
0
400
0.29
5
2
13200
13200
Use Model
7
CL
CL BERTHOUD
0.25
0
6662
0
410 _
0.56
5
2
6000
6000
Use Model
7
CR 48
SH 60
0.96
3693
_
10380
4,,
443
630
0.36
5
2
14400
14400
Use Model
7
SH 56
RRX
1.51
486
r
4030
78
170
0.07
5
4
28800
28800
Use Model
7
RRX
CR 48
0.55
553
5190
88
220
0.09
5
4
28800
28800
Use Model
8
URBDRY
STR
0.96
164
9530
49
740
0.66
6
2
7200
7200
Use Model
8
CR 7
STR SH 25
0,82
0
23390
0
2070
0,65
6
2
18000
18000
Use Model
8
CR 3
CR 5
1.00
0
19940
0
1290
0,35
6
2
18000
18000
Use Model
8
STR
CR 3
0.32
0
2130O
0
12$0
0.5.9
5
2
18000
18000
Use Model
8
CR 5
CR 7
1.01
0
19910
0
1470
0.55
6
2
18000
18000
Use Model
8
CL
CR 19
1,56
103
7870
28
570
0.55
6
2
7200
7200
Use Model
8
RRX
RRX
0,76
0
16190
0
1720
0.45
6
2
18000
18000
Use Model
8
STR SH 25 STR
RRX
0.64
0
20110
0
2160
0.56
6
2
18000
18000
Use Model
8
RRX
RRX
0.49
0
- 10180
0
640
0.27
6
2
19200
19200
Use Model
8
RRX
CL DACONO
0.43
0
_
0
1070
0.41
6
2
18000
18000
Use Model
8
CL DACONO
CR 13
0,13
0
0
1070
0,41
6
2
18000
18000
Use Model
8
CR 19
URBDRY
1.01
176
9060 -
62
700
0.63
6
2
7200
7200
Use Model
8
CR 47
CR 51
1.98
47
70
8
10
0.01
7
2
6000
6000
Use Count
8
CR 31
CR 37
3.01
0
3590
0
210
0.09
7
2
19200
19200
Use Model
8
SRFCH
STR
0.10
0
9340
0
740
0.24
6
2
19200
19200
Use Model
8
CR 23
CL FORT LUPTON
0.50
148
9340
43
740
0.65
6
2
7200
7200
Use Model
8
STR
STR
0.04
0
9530
0
740
0.66
6
2
7200
7200
Use Model
8
STR
SRFCH
0.46
0
9340
0
740
0.24
6
2
19200
19200
Use Model
8
CL FORT LUPTON
STR
0.25
148
9340
43
740
0.24
6
2
19200
19200
Use Model
8
SH 85
0.20
135
9340
35
740
0.24
6
2
19200
19200
Use Model
STR
8
CR 29
CR 31
0.99
1871
3690
674
220
0.10
7
2
19200
19200
Use Model
8
SH 76 ROW
STR
0.65
0
530
0
30
0.02
7
2
14400
14400
Use Model
8
CR 39
CL
0.98
1402
3090
435
960
0.08
7
2
19200
19200
Use Count
8
CR 37
CR 39
1.01
1275
2810
395
870
0.07
7
2
19200
19200
Use Count
8
SIR
CR 45
0.60
0
530
0
30
0.02
7
2
14400
14400
Use Model
8
CR 63
SRFCH
0.92
50
70
10
10
0 01
7
2
6000
6000
Use Count
8
CR 59
CR 61
1.00
57
80
9
10
0.01
7
2
6000
6000
Use Count
8
CR 61
CR 63
1.01
57
80
11
20
0.01
7
2
6000
6000
Use Count
8
BGN
CR 71
0 28
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
8
CR 67
SH 79
1.00
75
SQO
19
30
0.01
7
2
6000
6000
Use Count
8
CR 65
CR 67
0.98
74
100
13
20
0,01
7
2
6000
6000
Use Count
8
SUCH
CR 65
0.07
50
110
10
20
0.00
7
2
14400
14400
Use Count
8
SH 79
BARR
0,72
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
8
CR 73
CR 75
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
8
CR 71
CR 73
1.01
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
8
CR 91
CR 95
2.00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
8
BGN
CR 81
0.50
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
8.75
BGN
CR 7
0.50
0
0
0
0
0.00
6
2
1800
1800
No Model No Count
10
CR 5
CR 7
1,01
108
4340
23
190
0.36
6
2
6000
6000
Use Model
10
CR 15
CL
0.05
0
1090
0
70
0.09
6
2
6000
6000
Use Model
10
CR 17
CR 19
0.99
98
1210
24
60
0.10
6
2
6000
6000
Use Model
10
CL
CR 17
0.75
364
1090
138
70
0,09
6
2
6000
6000
Use Model
10
CR 49
0.44
6
13_0
0
10
0.01
7
2
6000
6000
Use Model
STR
10
CR 3520
STR
0.17
390
770
51
100
0.13
7
2
3000
3000
Use Count
10
CL
CR 29
0.25
454
650
118
170
0,02
7
2
14400
14400
Use Count
10
CR 23
END
0.43
0
0
0
0
0.00
6
2
1800
1800
No Model No Count
10
CL FORT LUPTON
CL FORT LUPTON
0.25
454
940
118
240
0.03
7
2
14400
14400
Use Count
10
CR 31
END
1.00
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
10
CR 29
CR 31
1.00
356
600
93
160
0.02
7
2
14400
14400
Use Count
10
BARR
CR 41
0,97
169
260
32
50
0.02
7
2
6000
6000
Use Count
10
STR
CR 37
0.45
0
p
o
0
0.00
7
2
3000
3000
No Model No Count
10
CR 45
CR 47
1.00
92
130
18
30
0.01
7
2
6000
6000
Use Count
10
RRX
CL
0,31
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
10
CR 43
SH 76
0.08
0
0
0
0
0,00
7
2
6000
6000
No Model No Count
10
CR 47
CR 49
1.00
53
70
12
20
0.01
7
2
6000
6000
Use Count
10
CR 59
SH 79
5.00
112
3230
25
140
0.27
7
2
6000
6000
Use Model
10
STR
STR
3.11
56
80
10
10
0.01
7
2
6000
6000
Use Count
10
CR 51
STR
0.29
29
40
6
10
0.00
7
2
6000
6000
Use Count
10
STR
CR 59
0.62
94
130
13
20
0.01
7
2
6000
6000
Use Count
10
SH 79
CR 73
2.01
41
60
8
10
0.01
7
2
6000
6000
Use Count
10
CR 73
CR 75
0.98
2
0
1
0
0.00
8
2
6000
6000
Use Count
10
CR 81
CR 87
3.39
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
10
CR 87
END
0.64
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
11
RRX
CR 8
0.24
0
9200
0
1400
0.35
6
2
13200
13200
Use Model
11
CR 2
CL WESTM
1.01
0
11480
0
2060
0.43
6
2
13200
13200
Use Model
11
CL BROOM
RRX
1.77
0
7460
0
1190
0.28
6
2
13200
13200
Use Model
11
CL DACONO
SH 52
1.00
0
1910
0
60
0.07
6
2
13200
13200
Use Model
11
CR 10
CR 12
1.01
0
1910
0
60
0.07
6
2
13200
13200
Use Model
11
RRX CR 8
CL DACONO
0.25
0
2990
0
140
0.11
6
2
13200
13200
Use Model
11
CR 28
SH 66
1.01
0
0
0
0
0.00
6
2
6000
6000
No Model No Count
12
SRFCH
END
0.59
0
310
0
20
0.01
6
2
14400
14400
Use Model
12
CR 7
END
0.91
0
5200
0
200
0.20
6
2
13200
13200
Use Model
12
CR 3
CR 5
1.04
541
4810
54
180
0.18
6
2
13200
13200
Use Model
12
CR 15
CR 17
1.00
142
3290
64
190
0,11
6
2
14400
14400
Use Model
12
CR 11
CL DACONO
0.69
0
4340
0
170
0.16
6
2
13200
13200
Use Model
12
CR 13
STR
0.32
0
3900
0
210
0.14
6
2
14400
14400
Use Model
12
CL
CR 13
0.30
0
4340
0
170
0.16
6
2
13200
13200
Use Model
12
STR
SPLIT
0.02
0
3900
0
210
0,14
6
2
14400
14400
Use Model
12
CR 19
CR 21
1.00
992
4080
298
1230
0,14
6
2
14400
14400
Use Count
12
CR 21
SRFCH
021
0
310
0
20
0.01
6
2
14400
14400
Use Model
12
CR 31
CR 35
2.01
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
12
CR 29.5
CR 31
0.50
330
870
89
230
0.07
7
2
6000
6000
Use Count
12
CL
CR 2950
0,12
211
350
44
70
0,01
7
2
14400
14400
Use Count
12
CR 35
BARR
0,23
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
12
CR 37
END
0.51
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
12
GATE
CR 37
0.42
0
0
0
0
0.00
7
2
14400
14400
No Model No Count
12
BGN
SRFCH
0.28
0
5.00
0
30
0.04
7
2
6000
6000
No Model No Count Derived
12
SRFCH
CR 41
0.21
0
50L)
0
30
0.04
7
2
6000
6000
Use Model
13
CR 50
SRFCH
1.89
1135
14120
386
950
0.37
3
2
19200
19200
Use Model
13
CR 16
CL STR
0.96
0
13530
0
1520
0.43
6
2
22800
22800
Use Model
13
CL DACONO
CR 8
0.75
6000
22480
720
1970
0.49
6
2
22800
22800
Use Model
13
168TH AV
URBDRY
2.01
5915
23600
710
2050
0.52
6
2
22800
22800
Use Model
13
URBDRY
CL DACONO
0.25
6000
22480
720
1970
0.43
6
_ 2
26400
26400
Use Model
13
WIDCH
CR SPLIT
0.50
0
24530
0
1960
0.46
6
2
26400
26400
Use Model
13
CR 8
WIDCH
1,01
0
26130
0
2090
0.50
6
2
26400
26400
Use Model
13
SPLIT
CR 12 7 SCL
0.50
0
24530
0
1960
0.46
6
2
26400
26400
Use Model
13
SH 52
CR 16
0,99
0
21080
0
1870
0.46
6
2
22800
22800
Use Model
13
WIDCH
CR 36
0.95
2812
7240
337
500
0.14
5
2
26400
26400
Use Model
13
CR 22
CL FIRESTONE
1.43
0
13070
0
830
0.29
6
2
22800
22800
Use Model
13
CR 20
CR 22
0.99
0
21870
0
1640
0.48
6
2
22800
22800
Use Model
13
CR 18
CR 20
1.00
0
20450
0
1540
0,45
6
2
22800
22800
Use Model
13
STR
CR 18
0.05
0
19530
0
1520
0.43
6
2
22800
22800
Use Model
13
CR 22
CL FIRESTONE
0.34
0
12840
0
830
0.28
6
2
22800
22800
Use Model
13
CR 22
CL FIRESTONE
0.26
0
12 840
0
83Q
0.28
6
2
22800
22800
Use Model
13
5H 66
CL MEAD
0.50
0
Oz90
0
580
0.21
5
2
22800
22800
Use Model
13
STR
SH 66
1.28
4022
14350
804
860
0.27
6
2
26400
26400
Use Model
13
URBDRY
STR
0.43
4290
14790
815
870
0.28
6
2
26400
26400
Use Model
13
CL FIRESTONE
URBDRY
0.06
0
14790
0
870
0.28
6
2
26400
26400
Use Model
13
STR
STR
0.24
4290
14.90
815
870
0.28
6
2
26400
26400
Use Model
13
CR 32
CR 34
1.01
4805
8230
1057
530
0.18
5
2
22800
22800
Use Model
13
CL MEAD
CR 32
0.50
4402
9390
1101
580
0.21
5
2
22800
22800
Use Model
13
CR 34
WIDCH
0.06
0
7240
0
500
0.14
5
2
26400
2.6400
Use Model
13
CR 42
CR 44
1.00
3659
8310
1171
460
0.29
5
2
14400
14400
Use Model
13
RRX
CR 40
0.51
0
6390
0
430
0.26
5
2
13200
13200
Use Model
13
CR 36
WIDCH
0.99
2782
a
7530
334
550
0.26
5
2
14400
14400
Use Model
13
CR 38
RRX
0.50
2592
6890
467
430
0.24
5
2
14400
14400
Use Model
13
WIDCH
CR 38
0,02
0
4020
0
350
0.14
5
2
14400
14400
Use Model
13
CR 40
CR 42
0.75
3053
6980
550
430
0.26
5
2
13200
13200
Use Model
13
CR 42
CR 42
0.25
2340
6980
538
430
0,24
5
2
14400
14400
Use Model
13
SH 60
NCL JOHNSTOWN
0.20
0
10520
0
580
0.40
3
2
13200
13200
Use Model
13
URBDRY
CR 46
0,11
3924
5200
706
270
0,20
5
2
13200
13200
Use Model
13
SIR
STR
0,45
3924
5200
706
270
0.20
5
2
13200
13200
Use Model
13
CR 44
STR
0.05
0
5200
0
270
0,20
5
2
13200
13200
Use Model
13
STR
URBDRY
0.39
3924
5200
706
270
0.20
5
2
13200
13200
Use Model
13
RRX
SH 60
0.50
0
3880
0
210
0,15
5
2
13200
13200
Use Model
13
SPLIT
CL
0.11
0
3290
0
430
0.31
3
2
13200
13200
Use Model
13
NCL JOHNSTOWN
CL
0.31
0
8290
0
430
031
3
2
13200
13200
Use Model
13
CL
SPLIT
0.11
0
8290
0
430
0.31
3
2
13200
13200
Use Model
13
CL
CR 50
0.21
0
9.540
0
530
036
3
2
13200
13200
Use Model
13
CR 88
CR 90
1.00
0
4430
0
2/0
016
1
2
14400
14400
Use Model
13
URBDRY
LARIMERCR36
0.89
1674
14340
157
730
0.37
1
2
19200
19200
Use Model
13
STR
CL WINDSOR
1.88
1255
15810
0
1260
0.44
3
2
19200
19200
Use Model
13
RRX
RRX
0.45
0
530
0
830
0.33
3
2
19200
19200
Use Model
13
SRFCH
CR 56
0,60
1465
13390
381
920
0.35
3
2
19200
19200
Use Model
13
CR 54
STR
0.31
1465
13020
381
900
0,34
3
2
19200
19200
Use Model
13
SRFCH
CR 54
0,10
0
_
16010
0
1110
0,42
3
2
19200
19200
Use Model
13
STR
SRFCH
0.08
9
13020
0
900
0.34
3
2
19200
19200
Use Model
13
RRX
WIDCH
0.28
689
152
800
0,31
3
2
19200
19200
Use Model
0
700
0.30
3
2
18000
18000
Use Model
13
WIDCH
RRX
0.08
0
1_2010
0
800
0.31
3
2
19200
19200
Use Model
13
SH 34
STR
0..11
0
17630
0
1330
0.49
3
2
18000
18000
Use Model
13
RRX
US 34
0.10
0
12530
0
830
0.44
3
2
14400
14400
Use Model
13
CL
0,58
0
17.210
0
700
0.43
3
2
14400
14400
Use Model
STR
13
CL
CL
0.99
0
13600
0
780
0.38
3
2
18000
18000
Use Model
13
CL
CL
1.01
0
15930
•
0
960
0.47
3
2
18000
18000
Use Model
13
SH 392
CR 32E (LARI)
0.50
0
11270
'
0
690
0.31
1
2
18000
18000
Use Model
13
URBDRY
URBDRY
0.35
0
16050
0
860
0.42
1
2
19200
19200
Use Model
13
68.5
URBDRY
0.35
0
16050
'
0
860
0.42
1
2
19200
19200
Use Model
13
CR 80
SH 14
1.01
0
7020
0
300
0.20
1
2
18000
18000
Use Model
13
CL
COLT
0.31
0
12940
0
550
0.36
1
2
18000
18000
Use Model
13
SH 14
STR
1.47
243
8070
0
400
0.21
1
2
19200
19200
Use Model
13
STR
CR 88
1.53
223
.3200
0
180
0.11
1
2
14400
14400
Use Model
13
LARIMER 56
LARIMER 58
1.01
58
410
10
60
0.08
1
2
6000
6000
Use Model
13
CR 90
LARIMER CR 56
1.00
0
275
0
150
0.10
1
2
14400
14400
Use Model
13
LARIMER CR 58
CR 96
1.00
0
Q
0
0
0.00
1
2
6000
6000
No Model No Count
13
CR 96
LARIMER CR 62
0.98
30
9
5
10
0.01
1
2
6000
6000
Use Count
14
SH 52
WYE
0.05
0
0
0
0.00
6
2
22800
22800
No Model No Count
14
CL FORT LUPTON
CL FORT LUPTON
0.82
106
48
35
160
0.02
6
2
14400
14400
Use Count
14
CL FORT LUPTON
CR 21
0,18
0
600
0
50
0,05
6
2
6000
6000
Use Model
14
CL FORT LUPTON
CR 37
1.49
44
230
15
80
0.02
7
2
6000
6000
Use Count
14
BGN
CR 41
0.50
0
5310
0
800
0.44
7
2
6000
6000
Use Model
14
CR 59
CR 69
5.01
63
90
'
17
20
0.01
7
2
6000
6000
Use Count
14
CR 55
END
0.82
0
0
0
0.00
7
2
1800
1800
No Model No Count
14
BGN
CR 59
0.51
0
0
0
0.00
7
2
6000
6000
No Model No Count
14
CR 69
CR 71
1.00
27
4
6
10
0.00
7
2
6000
6000
Use Count
14
CR 81
CR 91
4.97
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
15
STR
URBDRY
1.42
112
3010
•
24
170
0.25
6
2
6000
6000
Use Model
15
168TH AV
STR
0.59
112
5300
.
24
240
0.44
6
2
6000
6000
Use Model
15
URBDRY
CL
0.25
121
3310
1
39
180
0,28
6
2
6000
6000
Use Model
15
CR 12
SPLIT
0.51
0
4190
0
240
0,15
6
2
14400
14400
Use Model
15
CL DACONO
CR 10
093
0
1090
0
70
0.09
6
2
6000
6000
Use Model
15
CR 10
CR 12
0,96
491
3290
.
167
190
0.27
6
2
6000
6000
Use Model
15
SH 52
FIRST ST
1.00
0
1230
0
80
0.05
6
2
13200
13200
Use Model
15
SPLIT
SH 52
0.51
0
4190
:
0
240
0.15
6
2
14400
14400
Use Model
15
CR 34
CR 36
1.01
38
90
8
20
0,01
5
2
6000
6000
Use Count
15
CL -FIRESTONE
CR 26
0,53
173
300
36
10
0,03
6
2
6000
6000
Use Model
15
CR 20
CR 24
1.40
0
4400
0
190
0,17
6
2
13200
13200
Use Model
15
CL
CR 18
0.50
0
1990
0
80
0,08
6
2
13200
13200
Use Model
15
CR 20
CR 24
0,63
0
10720
;
0
670
0.41
6
2
13200
13200
Use Model
15
CR 20
CR 24
0.39
0
880
1
0
30
0,03
6
2
13200
13200
Use Model
15
SRFCH
CR 26.7
0.41
0
2470
.
0
1680
0.21
6
2
6000
6000
No Model No Count Derived
15
CR 26
SRFCH
0.21
632
2470
430
1680
0.09
6
2
14400
14400
Use Count
15
CR 38
RRX
1.74
111
281)
30
70
0.02
5
2
6000
6000
Use Count
15
URBDRY
CR 44
1.00
4 0
0
0
0
0.00
5
2
6000
6000
No Model No Count
15
CR 36
CR 38
1.02
56
140
8
20
0.01
5
2
6000
6000
Use Count
15
SH 60
CL JOHNSTOWN
0.50
0
5200
0
230
0.20
3
2
13200
13200
Use Model
15
RRX CL JOHNS
SH 60
0.99
0
5080
0
200
0.19
5
2
13200
13200
Use Model
15
CL
CR 50
0.33
0
5200
0
230
0.20
3
2
13200
13200
Use Model
15
SPLIT
CL
0.07
0
5200
0
230
0.20
3
2
132.00
13200
Use Model
15
RRX
URBDRY
0.26
117
290
39
100
0.02
5
2
6000
6000
Use Count
15
SRFCH
CR 96
3.63
115
300
14
40
0.03
1
2
6000
6000
Use Count
15
CL
CR 62
1.01
150
5580
21
340
0.47
3
2
6000
6000
Use Model
15
STR
SH 34
0.81
602
10190
96
690
0.35
3
2
14400
14400
Use Model
15
RRX
CR 56
0.59
642
6700
116
420
0.25
3
2
13200
13200
Use Model
15
CR 54
RRX
0.24
642
6700
116
420
0.25
3
2
13200
13200
Use Model
15
RRX
RRX
0.17
642
6700
116
420
0.25
3
2
13200
13200
Use Model
15
CR 56
STR
0.17
0
10190
0
690
0.39
3
2
13200
13200
Use Model
15
CL WINDSOR
CR 60
0.50
0
8620
'
0
540
0.72
3
2
6000
6000
Use Model
15
CR 78
SH 14
2.00
46
140
12
40
0.01
1
2
6000
6000
Use Count
15
CR 74
CL WINDSOR
0.78
567
I:
2320
34
140
0.09
1
2
13200
13200
Use Count
15
CR 72
CL
0,46
2448
473
122
190
0.16
1
2
14400
14400
Use Model
15
CL
SPLIT
0.14
0
U
0
0
0,00
1
2
3000
3000
No Model No Count
15
SPLIT
CR 76
0,12
0
0
0
0
0.00
1
2
3000
3000
No Model No Count
15
STR
CR 88
2.45
417
380
71
20
0.01
1
2
14400
14400
Use Model
15
SH 14
STR
0,53
1109
4130
200
740
0,14
1
2
14400
14400
Use Count
15
CR 88
SRFCH
0,36
0
300
0
40
0.01
1
2
14400
14400
No Model No Count Derived
15
CR 106
CR 110
1,96
27
50
0
0
0.00
8
2
6000
6000
Use Count
15
CR 102
CR 106
1,99
41
70
0
0
0,01
8
2
6000
6000
Use Count
15
CR 112
CR 120
4.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
15
CR 110
CR 112
0.99
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
16
URBDRY
CR 21
1,98
350
720
74
30
0.06
6
2
6000
6000
Use Model
16
CL
URBDRY
0.49
374
740
67
40
0.06
6
2
6000
6000
Use Model
16
CR 77
CR 79
0,99
112
it
260
11
30
0.01
8
2
14400
14400
Use Count
16
CR 49
CR 51
1,01
0
4390
0
310
0.15
7
2
14400
14400
Use Model
16
CR 31
CL FT LUPTON
0.78
0
0
0
0
0.00
7
2
1800
1800
No Model No Count
16
CR 31
CR 31
0.17
3167'.
5910
570
1060
0.21
7
2
14400
14400
Use Count
16
CR 29
CR 31
0.83
3167
4280
570
770
0,15
7
7
14400
14400
Use Count
16
BGN
CR 41
0.50
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
16
BGN
CR 47
0.49
0
0
0
0
0.00
7
2
1800
1800
No Model No Count
16
CR 63
CR 69
3,00
513
1040
1
117
240
0.04
7
2
14400
14400
Use Count
16
CR 51
CR_55
1.98
187
4390
52.
310
0,37
7
2
6000
6000
Use Model
16
CR 55
CL
0.52
0
4.
120
0
20
0,01
7
2
6000
6000
Use Model
16
CR 69
CR 73
2.01
323
650
65
130
0.02
7
2
14400
14400
Use Count
16
CR 73
CR 77
2,01
184
430
50
120
0,01
8
2
14400
14400
Use Count
16
CR 89
CR 93
1.98
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
16
CR 79
CR 81
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
17
CR 120
CR 126
3.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
17
CR 52
RRX
0.47
6810
18360
613
1110
0.51
3
2
18000
18000
Use Model
17
CR 16
CR 18
0.99
71
160
17
40
0.01
6
2
6000
6000
Use Count
17
URBDRY
CR 10
2.00
88
3120
16
170
0.26
6
2
6000
6000
Use Model
17
168TH AV
CR 4
1.00
167
4860
37
370
0.41
6
2
6000
6000
Use Model
17
STR
URBDRY
0.88
102
,'
2810
32
210
0.23
6
2
6000
6000
Use Model
17
CR 4
STR
0.11
0
2310
0
210
0.23
6
2
6000
6000
Use Model
17
CR 12
CR 12.5
0.50
275
1320
140
670
0.05
6
2
14400
14400
Use Count
17
CR 12.5
SH 52
0.18
0
0
0
0
0.00
6
2
14400
14400
No Model No Count
17
SH 52
CR 14
0.17
Q
0
0
0
0.00
6
2
13200
13200
No Model No Count
17
CI.
WCR 16
0.50
73
120
28
50
0 00
6
2
13200
13200
Use Count
17
CR 34
CR 36
1.00
2746
7470
.,i
302
680
0.19
5
2
19200
19200
Use Model
17
STR
CR 24
0.65
106
220
35
70
0.02
6
2
6000
6000
Use Count
17
STR
STR
0.21
106
220
35
70
0.02
6
2
6000
6000
Use Count
17
CR 22
STR
0.14
196
220
35
70
0.02
6
2
6000
6000
Use Count
17
5H 66
CR 32
1.20
2137
5120
214
4,
560
0.18
5
2
14400
14400
Use Model
17
CR 28
RRX
0.70
87
910
17
80
0.08
6
2
6000
6000
Use Model
17
RRX
SH 66
0.31
0
910
0
60
0.08
6
2
6000
6000
Use Model
17
CR 32
CR 34
1.00
2107
3680
211
410
0d3
5
2
14400
14400
Use Model
17
CL JOHNSTOWN
CR 44
117
0
_
15040
0
1100
9,42_
,
S
2_
18000
18000
Use Model
17
CR 38
CR 40
0.99
2348
14210
235
1110
0.39
5
2
18000
18000
Use Model
17
CR 36.5
CR 38
0.52
2539
7470
254
680
0_19
5
2_
19200
19200
Use Model
17
CR 36
CR 36.5
0.50
0
7470
0
610
0.19
5
2
19200
19200
Use Model
17
CR 40
CL JOHNSTOWN
0,13
0
14210
0
1110
0,39
5
2
18000
18000
Use Model
17
SH 60
CL
0.24
0
16160
0
840
0.45
3
2
18000
18000
Use Model
17
STR
CL / CR 4680
0.85
0
_20460
0
1070
0.57
5
2
18000
18000
Use Model
17
CR 44
RRX
0.73
0
17200
0
930
_
0.48
5
2
18000
18000
Use Model
17
RRX
STR
0.19
0
17 200
Si
930
0_48
5
1
18000
18000
Use Model
17
CR 4685
SH 60
0,14
0
17260
0
950
(148
3
2
18000
18000
Use Model
17
CL / CR 4680
CR 4685
0.10
0
17090
0
940
0.47
_
5
2
_
18000
18000
Use Model
17
CR 50
CR 17
0.17
8750
21070
963
1140
0_59
3
2
18000
18000
Use Model
17
RRX
STR
0.68
8750
2107)
_
963
1140
0._59
3
2
18900
18000
Use Model
17
CR 17
RRX
0.10
0
21070
0
1140
0.69
3
2
18000
18000
Use Model
17
STR
CR 52
0.06
0
21070
0
1140
0.59
3
2
18090
18000
Use Model
17
CL
CR 50
0.75
6233
19330
623
1030
0.54
3
2
18000
18000
Use Model
17
CR 54
STR
0.88
4908
17470
491
1160
0,49
3
2
18000
18000
Use Model
17
RRX
CR 54
0.52
6810
,
18360
.
613
1110
0,51
3
2
18000
18000
Use Model
17
STR
CL GREELEY
0.12
0
1:470
0
1160
0.49
3
2
18000
18000
Use Model
17
SH 14
END
0.49
83
2170
8
160
0.08
1
2
14400
14400
Use Model
17
CR 100
CR 110
4.96
420
650
71
110
0.05
8
2
6000
6000
Use Count
17
CR 126
GATE
0,56
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
11.75
CR 74
END
037
0
0
0
0
0.00
1
2
13200
13200
No Model No Count
18
CR 17
CR 23
3.06
150
1440
38
80
0.12
6
2
6000
6000
Use Model
18
CR 1
PRIVATE RD
0.82
0
0
0
0
0,00
6
2
1800
1800
No Model No Count
18
CR 77
CR 81
1.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
18
SRFCH
CR 57
3.94
1026
2020
375
740
0.07
7
2
14400
14400
Use Count
18
CR 33
STR
1.86
0
1690
0
140
0.14
7
2
6000
6000
Use Model
18
CL
CR 31
1.50
0
1330
0
110
0.05
7
2
14400
14400
Use Model
18
CR 23
STR
0.68
558
2770
195
220
0.10
6
2
14400
14400
Use Model
18
CR 31
CR 33
0.99
733
1510
169
130
0.05
7
2
14400
14400
Use Model
18
CR 39
CR 41
1.00
159
220
56
80
0.02
7
2
6000
6000
Use Count
18
CR 37
CR 39
0.98
171
380
56
130
0.03
7
2
6000
6000
Use Count
18
STR
CR 37
0.17
0
1690
0
140
0.14
7
2
6000
6000
Use Model
18
CR 41
GATE
0.49
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
18
CR 49
SRFCH
0.02
1602
3330
545
1100
0.11
7
2
14400
14400
Use Count
18
CR 63
CR 65
1.00
261
350
89
120
0.03
7
2
6000
6000
Use Count
18
CR 59
CL
1.05
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
18
CL
CR 59
0.54
1702
3440
953
1920
0.12
7
2
14400
14400
Use Count
18
CL KEENESBURG
MARKET ST
0.13
1794
3620
753
1520
0.13
7
2
14400
14400
Use Count
18
CR 57
CL KEENESBURG
014
0
130
0
10
0.00
7
2
14400
14400
Use Model
18
CL KEENESBURG
CL KEENESBURG
0.09
1794
3620
753
1520
0,13
7
2
14400
14400
Use Count
18
MARKET ST
CL
0 1
1702
3440
953
1920
0,12
7
2
14400
14400
Use Count
18
CL KEENESBURG
CR 63
1.03
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
18
CR 69
STR
1.71
133
180
28
40
0.02
7
2
6000
6000
Use Count
18
CR 67
CR 69
101
133
130
27
40
0.02
7
2
6000
6000
Use Count
18
CR 65
CR 65.5
0.49
182
7c0
47
60
0.02
7
2
6000
6000
Use Count
18
CR 65.5
CR 67
0.51
182
250
47
60
0,02
7
2
6000
6000
Use Count
18
CR 73
CR 77
201
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
18
STR
CR 73
0.30
0
180
0
40
0.02
7
2
6000
6000
No Model No Count Derived
18
CR 93
COLI
1,99
30
_50
0
0
0.00
8
2
6000
6000
Use Count
19
CR 16
CR 18
1.00
1949
3020
429
1760
0.28
6
2
14400
14400
Use Count
19
CR 8
CR 8
0.14
0
9550
0
740
0.25
6
2
19200
19200
Use Mode
19
168TH AV
CR 4
1,00
905
2400
217
170
0.08
6
2
14400
14400
Use Mode
19
CR 4
STR
0,97
977
2260
274
170
0.08
6
2
14400
14400
Use Mode
19
CR 6
CR 8
0.92
_ 1148
2990
413
210
0.10
6
2
14400
14400
Use Mode
19
CR 6
0.04
0
2200
0
170
0,08
6
2
14400
14400
Use Mode
STR
19
CR 12
SH 52
0.51
992
2000
298
1.20
0.07
6
2
14400
14400
Use Mode
19
CR 10
CL DACONO
0.25
0
2310
0
130
0,08
6
2
14400
14400
Use Mode
19
WIDCH
CR 10
0,97
1068
:580
470
90
0.05
6
2
14400
14400
Use Mode
19
CR 8
WIDCH
0.03
0
_580
0
90
0.05
6
2
14400
14400
Use Mode
19
CR 10
CR 12
0.75
0
310
0
20
0,01
6
2
14400
14400
Use Mode
19
CL FORT LUPTON
CL FORT LUPTON
0,25
1782
7330
392
1610
0.28
6
2
13200
13200
Use Count
19
SH 52
CR 14
0.52
1872
2700
449
1850
0,29
6
2
13200
13200
Use Count
19
CR 14
CL FORT LUPTON
0.25
1782
7330
392
1610
0.25
6
2
14400
14400
Use Count
19
CL FORT LUPTON
CR 16
0.50
1782
7330
392
1610
0.28
6
2
13200
13200
Use Count
19
CR 20
CR 22
1.00
2479
3292
570
2.10
0.12
6
2
13200
13200
Use Model
19
CR 18
CR 20
1.00
2077
8540
457
1880
0.30
6
2
14400
14400
Use Count
19
STR
CR 24
0.40
2369
9740
569
2340
0.34
6
2
14400
14400
Use Count
19
CR 22
STR
0.59
2369
9740
569
2340
0.37
6
2
13200
13200
Use Count
19
SH 66
CR 34
2.00
572
630
143
160
0.06
5
2
14400
14400
Use Model
19
CR 28
5H 66
1.00
2689
11060
565
2320
0.38
6
2
14400
14400
Use Count
19
CR 26
CR 28
1.01
2767
4420
609
280
0.15
6
2
14400
14400
Use Model
19
CR 38
CR 40 SL
1.00
1810
9040
199
990
0.31
5
2
14400
14400
Use Count
19
CR 40 SL
CR 42
1.00
0
9040
0
990
0.31
5
2
14400
14400
No Model No Count Derived
19
CR 42
CL
0.75
2186
13970
284
1420
0.38
5
2
14400
14400
Use Count
19
CR 44
STR
1.62
2167
10830
282
1410
0.41
5
2
13200
13200
Use Count
19
STR
SH 60
0.36
1300
5660
15
70
0.21
3
2
13200
13200
Use Count
19
STR
CR 90
3.17
115
2010
17
90
0.17
1
2
6000
6000
Use Model
19
CR 70
CR 72
1.03
6572
22 280
920
3120
0.77
1
2
14400
14400
Use Count
19
CR 78
SH 14
2.22
115
320
49
130
0.03
1
2
6000
6000
Use Count
19
CR 72
CR 74
0.83
5735
12670
1032
960
0.48
1
2
13200
13200
Use Model
19
SH 14
CL SEVERANCE
0.51
100
:.810
14
90
0.06
1
2
14400
14400
Use Model
19
CL SEVERANCE
STR
0.44
0
1810
0
90
0.15
1
2
6000
6000
Use Model
19
CR 90
CR 100
4,92
90
120
32
30
0.06
1
2
6000
6000
Use Model
19
CR 100
CR 102
1.00
60
140
8
20
0.01
8
2
6000
6000
Use Count
19
CR 122
CR 124
1,00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
20
STR
CR 23
0.71
730
3820
117
220
0.10
6
2
19200
19200
Use Model
20
CR 7
STR SH 25
0.93
0
92.50
0
320
0.26
6
2
18000
18000
Use Model
20
CR 15
SEC LINE
0,99
0
3800
0
210
0.11
6
2
18000
18000
Use Model
20
SEC LINE
CR 19
1,02
0
3290
0
210
0.09
6
2
18000
18000
Use Model
20
CR 19
CR21
0.99
836
1540
150
280
0,04
6
2
19200
19200
Use Count
20
CR 21
STR
0.29
0
;350
0
190
0,09
6
2
19200
19200
Use Model
20
RRX
CR 37
4.90
229
320
76
110
0.03
7
2
6000
6000
Use Count
20
SH 85
RRX
0.10
229
320
76
110
0.03
7
2
6000
6000
Use Count
20
CR 37
CR 41
1.99
57
110
17
30
0.01
7
2
6000
6000
Use Count
20
CR 41
END
0.50
67
90
18
20
0.01
7
2
6000
6000
Use Count
20
CR 53
CR 59
3.00
45
(i0
9
10
0.01
7
2
6000
6000
Use Count
20
CR 51
CR 53
1.00
42
60
13
20
0,01
7
2
6000
6000
Use Count
20
CR 59
GATE
0.99
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
20
CR 67
CR 69
0.99
13
20
3
0
0.00
7
2
6000
6000
Use Count
20
SRFCH
END
0.15
0
0
0
0
0.00
7
2
1800
1800
No Model No Count
20
CR 69
SRFCH
0.30
0
______S)
0
0
0.00
7
2
1800
1800
No Model No Count
20
WIDCH
END
0.31
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
20
CR 93
WIDCH
0.68
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
21
CR 118
CR 126
3.90
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
21
CR 16
CR 20
1.99
116
2350
29
120
0.20
6
2
6000
6000
Use Model
21
STR
SRFCH
0.49
0
590
0
50
0.02
6
2
14400
14400
Use Model
21
168TH AV
CR 4
1.00
164
1160
44
80
0.10
6
2
6000
6000
Use Model
21
CR 4
CR 6
1.00
114
7300
34
150
0.15
6
2
6000
6000
Use Model
21
CR 6
STR
0.51
277
C90
75
50
0.02
6
2
14400
14400
Use Model
21
CL FORT LUPTON
SH 52
1.50
356
1160
171
700
0.05
6
2
14400
14400
Use Count
21
CR 8
CL FORT LUPTON
1.00
514
980
319
610
Q.08
6
2
6000
6000
Use Count
21
SH 52
CL FORT LUPTON
1.25
170
50
34
50
0.02
6
2
14400
14400
Use Model
21
CL FORT LUPTON
CR 16
0.27
189
310
42
60
0.07
6
2
6000
6000
Use Model
21
SH 66
CR 32.5
1-50
1690
_e000
304
160
0.10
5
2
14400
14400
Use Model
21
CR 28
SH 66
1.00
548
2.690
170
180
0.09
6
2
14400
14400
Use Model
21
CR 32.5
CR 34
0.49
1434
3000
359
160
0.10
5
2
14400
14400
Use Model
21
CR 34
LG
0.24
0
0
0
0
0.00
5
2
1800
1800
No Model No Count
21
CL MILIIKEN
CR 46
0.50
0
9770
0
700
0.37
5
2
13200
13200
Use Model
21
CL MILLIKEN
CL MILLIKEN
0.10
0
9770
0
700
0.81
5
2
6000
6000
Use Model
21
WINDSOR CL
CR 70
0.50
1296
13180
_
130
1350
0.63
1
2
12000
12000
Use Model
21
CR 70
CL SEVERANCE
0.11
1271
14390
102
1180
0.60
1
2
12000
12000
Use Model
21
CR 78
CR 80
1.00
92
?60
21
60
0.02
1
2
6000
6000
Use Count
21
CR 72
CL SEVERAN
0,49
0
6590
0
720
0.27
1
2
12000
12000
Use Model
21
CL
CL
0.12
0
24710
0
2230
1,03
1
2
12000
12000
Use Model
21
CR 76, 5
CR 78
0.48
157
450
28
80
0.04
1
2
6000
6000
Use Count
21
SH 14
CR 84
0.99
59
170
3
10
0.01
1
2
6000
6000
Use Count
21
CR 102
CR 110
3.98
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
21
SRFCH
CR 96
0.58
0
0
0
0
0,00
1
2
6000
6000
No Model No Count
21
CR 94
SRFCH
0.42
0
0
0
0
0.00
1
2
6000
6000
No Model No Count
21
CR 100
CR 102
0.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
21
CR 110
CR 118
4,01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
22
CR 19
CR 23
1.98
92
120
2$
40
0,01
6
2
6000
6000
Use Count
22
CR 15
SRFCH
0,48
0
7290
0
480
0.28
6
2
13200
13200
Use Model
22
STR
CR 19
0,82
164
2610
46
140
0.22
6
2.
6000
6000
Use Model
22
SRFCH
URBDRY
0 49
140
2640
32
140
0.22
6
2
6000
6000
Use Model
22
URBDRY
STR
0.23
0
2610
9
140
0.22
6
2
6000
6000
Use Model
22
CR 31
CR37
3.01
1895
3730
1
834
1640
0.13
7
2
14400
14400
Use Count
22
RRX
CR 31
2.00
2123
0980
j
849
810
0.24
7
2
14400
14400
Use Model
22
SH 85
RRX
0.03
0
2
0
0
0.00
7
2
14400
14400
Use Model
22
CR 41
STR
1.50
1579
310
742
1460
0,11
7
2
14400
14400
Use Count
22
CR 39
CR 41
1.00
1777
:moo
835
1640
0.12
7
2
14400
14400
Use Count
22
CR 37
CR 39
0.99
1826
35917
840
1650
0.12
7
2
14400
14400
Use Count
22
STR
WIDCH
237
0
290
0
20
0,01
7
2
14400
14400
Use Model
22
WIDCH
CR 49
0 12
0
0
0
0
0.00
7
2
14400
14400
Removed
22
CR 51
GATE
0.20
29
40
9
10
0,00
7
2
6000
6000
Use Count
22
CR 73
SRFCH
1.01
0
1040
0
130
0.09
8
2
6000
6000
Use Model
22
CR 93
CR 95
4,99
0
,:
0
0
0
0.00
8
2
6000
6000
No Model No Count
23
CR 14,5
CR 18
1.31
670
_ "00
221
220
0.11
_
6
Z
14400
14400
Use Model
23
STR
STR
0.20
0
920
0
60
0,03
6
2
14400
14400
Use Model
23
168TH AV
CR 2.75
0.75
284
100
139
290
0.05
6
2
6000
6000
Use Count
23
CR 2.75
CR 4.4
0.88
78
1.70
8
20
0.01
6
2
6000
6000
Use Count
23
CR 4.4
CR 6
0.50
55
120
8
20
0.01
6
2
6000
6000
Use Count
23
CR 6
STR
0.71
736
940
221
60
0.03
6
2
14400
14400
Use Model
23
0.11
0
940
0
60
0.03
6
2
14400
14400
Use Model
STR
STR
23
SH 52
2.48
843
1050
270
60
0.04
6
2
14400
14400
Use Model
STR
23
SH 52
CR 14.5
1.02
679
1600
224
140
0.06
6
2
14400
14400
Use Model
23
CR 32.5
CR 36
1.51
171
360
62
130
0.03
5
2
6000
6000
Use Count
23
CR 18
CR 22.5
2.56
1560
2250 ,
328
190
0.08
6
2
14400
14400
Use Model
23
CR 22.5
CR 24
0.50
1099
4520
242
1000
0.16
6
2
14400
14400
Use Count
23
CR 24
CR 24.5
0.49
549
226
132
540
0.08
6
2
14400
14400
Use Count
23
SH 66
CR 30.5
0.23
0
0
0
0.00
5
2
6000
6000
No Model No Count
23
BGN
CR 28
0.53
0
0
0
0.00
6
2
6000
6000
No Model No Count
2.3
CR 44
CR 44.5
0.50
0
0
0
0.00
5
2
6000
6000
No Model No Count
23
CR 38
CR 40.5
1.35
23
6
4
10
0.01
5
2
6000
6000
Use Count
23
CR 48
END
0.32
0
0
0
0.00
3
2
6000
6000
No Model No Count
23
CL
CR 48
0.08
0
0
0
0
0.00
3
2
6000
6000
No Model No Count
23
SH 60
CL
0.17
Q
0-
0
0
0.00
3
2
6000
6000
No Model No Count
23
CR 62.25
CL
1.08
0
5570
0
440
0.21
3
2
13200
13200
Use Model
23
511 392
SYSCH
0.40
0
15550 "
0
980
0.59
1
2
13200
13200
Use Model
23
MAY DR
CL
0.17
0
11840
0
850
0.49
1
2
12000
12000
Use Model
23
SYSCH
CR 2180
0.02
0
0
0
0
0,00
1
2
12000
12000
No Model No Count
23
CR 2180
SYSCH
0.06
0
7110 `
0
1070
0.30
1
2
12000
12000
No Model No Count Derived
23
SYSCH
MAY DR
0.09
0
0 -
0
0
0.00
1
2
12000
12000
No Model No Count
23
SYSCH
SYSCH
0,07
0
15240
0
980
0.64
1
2
12000
12000
No Model No Count Derived
23
SH 14
0.78
48
160
0
0
0.01
1
2
6000
6000
Use Count
STR
23
STR
CR 84
0,22
0
160
0
0
0.01
1
2
6000
6000
No Model No Count Derived
23
CR 90
CR 96
3.02
0
0
0
0
0,00
1
2
6000
6000
No Model No Count
23
CR 100
CR 102
1,00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
23
CR 110
CR 118
4,01
36
60
6
10
0.01
8
2
6000
6000
Use Count
23
RRX
CR 120
1,03
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
24
CR 19
CR 23
1.98
1195
2250
275
520
0,06
6
2
19200
19200
Use Count
24
CR 25.65
SH 85
0,09
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
24
CR 39
CR 41
0.99
35
50
10
10
0.00
7
2
6000
6000
Use Count
24
CR 41
END
0.49
0
0
0
0
0.00
7
2
1800
1800
No Model No Count
25
STR
CR 54
0,88
193
6570
52
230
0.55
3
2
6000
6000
Use Model
25
CR 34
CR 36
1.00
87
220
17
40
0.02
5
2
6000
6000
Use Count
25
SRFCH
CL FORT LUPTON
0.37
58
120
5
10
0.01
6
2
6000
6000
Use Count
25
CL FORT LUPTON
CR 20.2
0.99
0
0
0
0
0,00
6
2
6000
6000
No Model No Count
25
CR 20.2
SRFCH
0.38
58
120
5
10
0.01
6
2
6000
6000
Use Count
25
CL FORT LUPTON
CR 22.50
0.65
58
120
5
10
0,01
6
2
6000
6000
Use Count
25
CR 32.5
CR 34
0.50
378
2000
129
680
0.08
5
2
13200
13200
Use Count
25
CR 38
CR 40.5
1.51
70
170
15
40
0.01
5
2
6000
6000
Use Count
25
CR 36
CR 38
1.00
111
250
26
60
0.02
5
2
6000
6000
Use Count
25
CR 46
SH 60
0.75
0
0
0
0
0.00
5
2
6000
6000
No Model No Count
25
CL
CR 52
1.72
0
0
0
0
0.00
3
2
6000
6000
No Model No Count
25
WCR 52
STR
0.11
0
6570
0
230
0.55
3
2
6000
6000
Use Model
25
SH 392
CR 74
3.04
90
260
17
50
0.02
1
2
6000
6000
Use Count
25
CR 58
CL GREELEY
0.26
361
14020
47
1310
0.49
3
2
14400
14400
Use Model
25
US 34
CR 58
0.01
0
28920
0
2940
1.00
3
2
14400
14400
Use Model
25
CR 84
CR 86
1.01
122
360
27
80
0.03
1
2
6000
6000
Use Count
25
SH 14
CR 84
1.00
582
2170
262
980
0.08
1
2
14400
14400
Use Count
25
CR 86
STR
0.97
50
150
4
10
0.01
1
2
6000
6000
Use Count
25
STR
CR 88
0.19
0
150
0
10
0.01
1
2
6000
6000
No Model No Count Derived
25
CR 104
CR 108
2.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
25
CR 90
CR 92
0.99
0
0
0
0
0.00
1
2
6000
6000
No Model No Count
25
CR 102
CR 104
1.00
16
30
2
0
0.00
8
2
6000
, 6000
Use Count
25
CR 108
CR 110
1.00
9
10
2
0
0.00
8
2
6000
6000
Use Count
26
CR 3.5
RRX
0.46
845
5760
42
220
0.20
6
2
14400
14400
Use Model
26
CL LONGMONT
CR 3.5
0.31
0
5100
0
190
0.18
6
2
14400
14400
Use Model
26
RRX
CL
0.01
0
5760
0
220
0.20
6
2
14400
14400
Use Model
26
CL
CR 7
0,02
675
3820
54
250
0.14
6
2
13200
13200
Use Model
26
CR 11.2
SRFCH
0.25
0
2610
0
120
0.22
6
2
6000
6000
Use Model
26
CR 13
CL FIRESTONE
0.2.4
205
1230
0
90
0.04
6
2
14400
14400
Use Model
26
SRFCH
CR 13
0.50
0
2610
0
120
0.10
6
2
13200
13200
Use Model
26
CR 19
CR 21.5
1,48
235
450
52
100
0.04
6
2
6000
6000
Use Count
26
SRFCH
CR 31
2,21
270
390
146
210
0.03
7
2
6000
6000
Use Count
26
CR 25,25
SH 85
0,43
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
26
STR
SRFCH
0,06
122
250
34
70
0.01
7
2
14400
14400
Use Count
26
RRX
STR
0.05
122
250
34
70
0.01
7
2
14400
14400
Use Count
26
SH 85
RRX
0.02
122
31.0
34
90
0,01
7
2
14400
14400
Use Count
26
CR 31
END
1.00
25
40
0
0
0.00
7
2
6000
6000
Use Count
26
CR 41
CR 43
1,00
136
210
0
0
0,02
7
2
6000
6000
Use Count
27
STR
CR 54
0.78
61
06 5180
13
280
0.43
3
2
6000
6000
Use Model
27
CR 52
023
0
5180
0
280
0,43
3
2
6000
6000
Use Model
STR
27
CR 88
CR 90
1.01
0
0
0
0
0,00
1
2
6000
6000
No Model No Count
27
511 392
CR 74
2.97
661
2350
89
320
0.09
1
2
13200
13200
Use Count
27
CR 64
CR 25.75
0.66
5635
13520
902
850
0.38
3
2
18000
18000
Use Model
27
CR 78
CR 80
1.01
56
190
0
0
0,02
1
2
6000
6000
Use Count
27
RRX
0.78
52
150
6
20
0.01
1
2
6000
6000
Use Count
STR
27
CR 74
RRX
0.50
138
no
30
90
0.03
1
2
6000
6000
Use Count
27
STR
END
0.23
0
150
0
20
0.01
1
2
6000
6000
No Model No Count Derived
27
SH 14
CR 84
0.99
14
40
2
10
0.00
1
2
6000
6000
Use Count
27
CR 104
CR 110
2.82
57
90
18
30
0.01
8
2
6000
6000
Use Count
27
CR 90
CR 100
4.85
39
20
10
0
0.01
1
2
6000
6000
Use Model
27
CR 102
CR 104
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
27
CL
CR 102
0.50
0
0
_ 0
0
0.00
8
2
6000
6000
No Model No Count
27
CR 110
CR 120
5.04
0
0 - -
0
0
0.00
8
2
6000
6000
No Model No Count
27
CR 110
RRX
0.02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
27
RRX
CR 110
0.33
0
a J 4
0
0
0.00
8
2
6000
6000
No Model No Count
27
0.51
0
0 _ .
0
0
0.00
1
2
6000
6000
No Model No Count
28
CR 21
CR 21.50
0.53
664
52.60
193
310
0.18
6
2
14400
14400
Use Model
28
CR 7
CL
0.84
0
3250
0
150
0.12
6
2
13200
13200
Use Model
28
CR 1
CL LONGMONT
0.18
0
0
0
0
0.00
6
2
6000
6000
No Model No Count
28
CR 3
CL LONGMONT
0.55
233 I
310
28
40
0.03
6
2
6000
6000
Use Count
28
RRX
CR 7
0.90
162
1490
49
70
0.12
6
2
6000
6000
Use Model
28
CR 5
RRX
0.11
Q
1490
0
70
0.12
6
2
6000
6000
Use Model
28
CR 11
CR 13
1.00
329
6450
89
320
0.22
6
2
14400
14400
Use Model
28
CR 9.5
CR 11
0.50
0
6450
0
320
0.22
6
2
14400
14400
Use Model
28
CR 15.7
CR 19
1.24
70
150
10
20
0.01
6
2
6000
6000
Use Count
28
CR 19
CR 21
1.04
280
3920
95
220
0.33
6
2
6000
6000
Use Model
28
RRX
CR 31
2 45
224
31.0
63
90
0.03
7
2
6000
6000
Use Count
28
STR
SH 85
0,53
Q
6610
0
400
0.23
6
2
14400
14400
Use Model
28
CR 21.5
STR
1.47
913
6610
283
400
0.23
6
2
14400
14400
Use Model
28
SH 85
RRX
0.02
0
40
0
0
0.00
6
2
6000
6000
Use Model
28
CR 31
GATE
2.02
100
140
14
50
0.01
7
2
6000
6000
Use Count
28
CR 41
CR 43
1.01
429
870
223
450
0.03
7
2
14400
14400
Use Count
28
CR 39
CR 41
0.98
1551
3130 1
620
1250
0_11
7
2
14400
14400
Use Count
29
168TH AV
CR 2.5
0,50
125
S2.40
13
350
0,44
7
2
6000
6000
Use Model
29
CR 10
CL
0.29
0
2260 ,
0
110
0.19
7
2
6000
6000
Use Model
29
BGN
CR 10
0.32
0
2260
0
110
0.19
7
2
6000
6000
Use Model
29
SYSCH
CR 12
0.50
49
100
8
20
0.00
7
2
14400
14400
Use Count
29
CR 14,5
CR 16
0.50
1$9
380
28
60
0.03
7
2
6000
6000
Use Count
29
CR 34
STR
0,57
125
140
33
40
0,01
4
2
6000
6000
Use Count
29
CR 32
CR 34
100
117
1Fg
59
70
0.01
4
2
6000
6000
Use Count
29
SH 85
CR 40
0.50
98
270
a
0
0.02
5
2
6000
6000
Use Count
29
SH 256
CR 46
1.00
43
e
120
6
20
0.01
5
2
6000
6000
Use Count
29
STR
CR 38
1,42
130
150
31
40
0.01
4
2
6000
6000
Use Count
29
CR 38
RRX
0,49
118
140
25
30
0.01
4
2
6000
6000
Use Count
29
RRX
SH 85
0.02
118
140
25
34
QQ1
4
2
6000
6000
Use Count
29
CL GILCREST
SRFCH
0.26
154
3.90
43
110
903
5
2
6000
6000
Use Count
29
4TH ST
SPLIT
0.04
0
390
0
110
0,03
5
2
6000
6000
No Model No Count Derived
29
CR 40
4TH ST
0.29
0
390
0
110
0,03
5
2
6000
6000
No Model No Count Derived
29
SPLIT
CL GILCREST
0,36
0
390
0
110
0.03
5
2
6000
6000
No Model No Count Derived
29
SRFCH
SH 256
0.98
112
290
30
80
0.02
5
2
6000
6000
Use Count
29
SRFCH
CR 42
0.02
154 1179
43
330
0.04
5
2
14400
14400
Use Count
29
CR 42
SRFCH
092
0 f 290 _
_ 0
80
0.01
5
2
14400
14400
No Model No Count Derived
29
SIR
CR 90
2.71
121
320
29
80
0.03
1
2
6000
6000
Use Count
29
CR 70
CR 72
1.00
406
1010
110
270
0.08
1
2
6000
6000
Use Count
29
RRX
SH 3.2
1.83
3 5
----n,
.4
340
0.27
3
2
.000
6000
Use Model
29
CR 64
RRX
0.17
35
4620
64
700
0.39
3
2
6000
6000
Use Model
9
R CH
R 70
0 77
44
2060
13
80
•.07
1
2
14400
14400
Use Model
29
SH 392
STR
0.14
0
1060
0
8•
0.07
1
2
14400
14400
Use Model
29
STR
SRFCH
0.09
0
1060
0
80
Q.07
1
2
14400
14400
Use Model
29
STR
STR
1.82
863
3210
236
880
0.11
1
2
14400
14400
Use Count
9
RRX
STR
1.34
043
3;80
313
1 70
0.13
1
2
14400
144.0
Use Count
29
CR 72
CR 74
0.96
397
990
103
260
0.08
1
2
6000
6000
Use Count
29
CR 74
RRX
0.49
1070
3980 ..
310
1150
0.14
1
2
14400
14400
Use Count
29
STR
STR
0.14
0
320
0
80
0.03
1
2
6000
6000
No Model No Count Derived
29
SH 14
STR
1.15
376
940
68
170
0.08
1
2
6000
6000
Use Count
29
STR
SH 14
0.39
622
2320
174
650
0.08
1
2
14400
14400
Use Count
29
CR 90
CR 98
3.87
133
350
32
90
0.03
1
4
12000
12000
Use Count
29
CR 90
CR 98
0.96
0
0
0
0
0.00
1
4
14400
14400
No Model No Count
30
CL PLATT
CR 31
1.99
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
30
RRX
STR
0.22
0
0
0
0
0,00
7
2
6000
6000
No Model No Count
30
SH 85
RRX
0.02
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
30
STR
CL PLATTEVILLE
0.27
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
30
CR 43
WIDCH
2.45
1103
2290
629
1300
0.08
7
2
14400
14400
Use Count
30
WIDCH
WIDCH
0.44
1211
251Q
690
1430
0,09
7
2
14400
14400
Use Count
30
WIDCH
SRFCH
0,07
1211
2510
690
1430
0.09
7
2
14400
14400
Use Count
30
SRFCH
CR 49
0.02
0
535Q
0
320
0,19
7
2
14400
14400
Use Mode
31
CR 16
CR 18
1,00
1219
2060
219
110
0.07
7
2
14400
14400
Use Mode
31
CR 2
CR 4
1.00
0
6220
0
500
0.22
7
2
14400
14400
Use Mode
31
CR 4
CR 6
1.00
241
450
27
20
0.04
7
2
6000
6000
Use Mode
31
CR 8
CR 12
2.00
135
790
23
30
0,07
7
2
6000
6000
Use Mode
31
CR 14
CR 16
1.02
0
20(20
0
110
0.07
7
2
14400
14400
Use Mode
31
SH 52
CR 14
0.49
0
4810
0
180
0,17
7
2
14400
14400
Use Mode
31
SRFCH
CR 36
1.99
125
6490
39
450
0,54
4
2
6000
6000
Use Mode
31
CR 20
CR 22
1,00
458
3220
179
160
0.11
7
2
14400
14400
Use Mode
31
CR 18
CR 20
1.00
579
2060
179
110
0,07
7
2
14400
14400
Use Mode
31
CR 22
GATE
0.75
248
510
109
20
0.04
7
2
6000
6000
Use Mode
31
CR 28
SRFCH
1.99
184
55Q
85
20
0.05
7
2
6000
6000
Use Mode
31
CR 26
CR 28
1,00
182
510
73
20
0.04
7
2
6000
6000
Use Mode
31
CR 32
SRFCH
0.01
0
6490
0
450
0,23
4
2
14400
14400
Use Mode
31
SRFCH
CR 32
0.01
0
1100
0
60
0.04
4
2
14400
14400
Use Mode
31
SH 256
CR 46
1.01
422
4120
122
400
0.17
5
2
14400
14400
Use Mode
31
CR 38
RRX
1.70
34
6490
6
450
0.54
4
2
6000
6000
Use Mode
31
SIR
CR 38
0,50
101
6490
25
450
0.54
4
2
6000
6000
Use Mode
31
CR 36
SIR
0.37
101
6490
25
450
0.54
4
2
6000
6000
Use Mode
31
STR
STR
0.10
101
6490
25
450
0.54
4
2
6000
6000
Use Mode
31
RRX
SH 85
0.03
0
0
0
0
0.00
4
2
6000
6000
No Model No Count
31
CL GILCREST
SH 256
1.00
266
1250
32
150
0.04
5
2
14400
14400
Use Count
31
CR 46
CR 394
1.27
322
4220
119
400
0.17
5
2
14400
14400
Use Model
31
STR
CR 90
1.86
89
740
22
60
0.02
1
2
6000
6000
Use Count
31
STR
CR 74
2.38
4996
11560
749
2630
0,44
1
2
13200
13200
Use Model
31
; N
CR 54
0.51
0
r
0
•
0.01
3
2
3000
3000
No Model No Count
31
CL GREELEY
CR 66
0.50
6538
18140
915
1530
0.47
3
19200
19200
Use Model
31
SH 392
STR
0.58
4:8
21940
732
2380
0 76
1
14400
14400
Use Model
31
CL
SH 392
0.50
7208
1310
1081
1520
0.24
3
4
38400
38400
Use Model
31
SIR
SH 14
3.42
2681
9530
563
2000
0.33
1
2
14400
14400
Use Count
31
CR 74
RRX
0.49
2705
9610
5.4
1830
0.33
1
2
14400
14400
Use Count
31
RRX
STR
0.13
2681
9530
563
2000
0.33
1
2
14400
14400
Use Count
31
SH 14
STR
2.12
125
330
27
70
0.03
1
2
6000
6000
Use Count
31
CR 106
CR 108
1.00
22
30
6
10
0.00
8
2
6000
6000
Use Count
31
CR 98
SPLIT
0.50
55
100
13
20
0.01
2
2
6000
6000
Use Count
31
CR 102
CR 104
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
31
CR 100
CR 1Q2
1 01
31
50
8
10
0.00
8
2
6000
6000
Use Count
31
SPLIT
CR 100
0.51
55
100
13
20
0.01
2
2
6000
6000
Use Count
31
CR 104
CR 106
1,00
22
30
6
10
0 00
8
2
6000
6000
Use Count
31
CR 128
GATE
1.09
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
31
0.50
0
550
0
20
0.02
7
2
14400
14400
Use Model
32
STR
SH 25
1.26
0
5430
0
250
0.19
5
2
14400
14400
Use Model
31
CR 3
CL
0,50
168
360
32
70
0.03
5
2
6000
6000
Use Count
32
RRX (MEAD CL)
STR
0,21_
0
5350
0
250
0.19
5
2
14400
14400
Use Model
32
CR 13
CR 17
1.92
109
5880
0
340
0,49
5
2
6000
6000
Use Model
32
SH 25 STR
CL MEAD
1.48
0
5210
0
420
0.24
5
2
13200
13200
Use Model
32
CL MEAD
CR 13
0.54
869
5170
191
290
0.20
5
2
13200
13200
Use Model
32
SRFCH
END
1.51
75
90
25
30
0.01
4
2
6000
6000
Use Count
32
CR 35
CR 37
1.01
0
80
0
10
0.00
4
2
14400
14400
Use Model
32
CL
CR 29
1.00
0
1110
0
60
0,04
4
2
14400
14400
Use Model
32
CR 31
CR 33
1,01
1489
3070
610
1260
0.11
4
2
14400
14400
Use Count
32
WIDCH
CR 31
0.20
1738
3580
643
1320
0,12
4
2
14400
14400
Use Count
32
CR 29
WIDCH
0.79
1738
3580
643
1320
0.12
4
2
14400
14400
Use Count
32
CR 33
CR 35
1.01_
1385
2850
582
1200
0.10
4
2
14400
14400
Use Count
32
CR 39
CR 43
1.98
668
1310
294
580
0.05
4
2
14400
14400
Use Count
32
CR 37
CR 39
1,00
1274
2620
522
1080
0.09
4
2
14400
14400
Use Count
32
CR 49
SRFCH
0.03
0
5490
0
320
0.19
4
2
14400
14400
Use Model
32
SRFCH
SRFCH
0.02
75
180
25
60
0.01
4
2
14400
14400
Use Count
33
BARLEY AV
CR 18
1.00
0
0
0
0
0.00
7
2
1800
1800
No Model No Count
33
SRFCH
CR 8
0.50
0
210
0
10
0.01
7
2
14400
14400
Use Model
33
CR 6
SRFCH
0.49
0
210
0
10
0.01
7
2
14400
14400
Use Model
33
CR 34
CR 38
1.99
101
120
30
30
0.01
4
2
6000
6000
Use Count
33
SRFCH
CR 34
0.97
137
160
48
60
0.01
4
2
6000
6000
Use Count
33
CR 32
SRFCH
0.02
137
310
48
10
.01
4
2.
14400
14400
Use Count
33
SH 256
CR 46
1.00
123
27
60
0.02
5
2
6000
6000
Use Count
33
STR
SRFCH
2.10
8
65
70
0.03
4
2
6000
6000
Use Coun
33
CR 38
STR
0.39
143
170
33
40
0.01
4
2
6000
6000
Use Count
33
STR
STR
0.14
143
170
33
40
0.01
4
2
6000
6000
Use Count
33
SRF H
RR
0.15
0
320
0
10
0.0
4
2
14400
4400
No Model N. •un Pen -d
33
SH 85
SH 256
0.14
224
250
54
60
0.02
4
2
6000
6000
Use Count
33
RRX
US 85
•.•5
•
3_'
0
70
0.0
4
2
14400
14400
No Model No Count Derived
33
STR
CR 74
2.98
2131
7040
362
1200
0.27
1
2.
13200
13200
Use Count
33
CR 52.5
CR 54
0.22
706
12.80
49
90
0.21
3
2
3000
3000
Use Count
33
SH 392
STR
0.02
0
7050
0
350
0.24
8
2
14400
14400
Use Model
33
$TR
SH 14
1.71
3511
12470
632
2250
0.43
1
2
14400
14400
Use Count
33
RRX
STR
1.82
3511
12470
632
2250
0.43
1
2
14400
14400
Use Count
33
CR 74
RRX
0.50
3560
12.650
676
2400
0.44
1
2
14400
14400
Use Count
33
STR
CR 88
0.96
2707
9180
406
1380
0.32
1
2
14400
14400
Use Count
33
CL
CR 86
0.54
2683
9100
349
1180
0.32
1
2
14400
14400
Use Count
33
CR 86
STR
0.03
2707
9180
406
1380
0.32
1
2
14400
14400
Use Count
33
SPLIT
CL
0.13
1819
2550
182
260
0.09
2
2
14400
14400
Use Count
33
CR 88
SPLIT
0.13
1819
2550
182
260
0.09
2
2
14400
14400
Use Count
33
CR 100
CR 108
4.02
37
GO
6
10
0.01
8
2
6000
6000
Use Count
33
CR 98
CR 100
1,00
24
40
2
0
0.00
2
2
6000
6000
Use Count
33
CR 90
CR 98
3.86
49
90
7
10
0.01
2
2
6000
6000
Use Count
34
CR 1
CR 3
0.99
1594
5870
.1/5
310
0.20
5
2
14400
14400
Use Model
34
CL
CL
0.27
0
8530
0
1020
0.30
5
2
14400
14400
No Model No Count Derived
34
CR 3
CL
0.25
1707
3530
205
1020
0.30
5
2
14400
14400
Use Count
34
CL
CL/MEAD
0.11
0
5200
0
280
0,18
5
2
14400
14400
Use Mode
34
CR 1
CR 3
0.00
1594
175
280
0.18
5
2
14400
14400
Use Mode
5200
34
CR 15
CR 17
0.98
1444
7660
289
1530
0.27
5
2
14400
14400
Use Count
34
CL
CR 13
1.51
1920
2850
250
140
0.11
5
2
13200
13200
Use Mode
34
CR 13
CR 15
0.98
1555
5181
280
270
0.18
5
2
14400
14400
Use Mode
34
CR 17
RRX
0.78
1183
5630
296
410
0.20
5
2
14400
14400
Use Mode
34
CR 19,5
CR 11
0.49
1314
3000
355
160
0.10
5
2
14400
14400
Use Mode
34
CR 19
CR 19.5
0.50
1277
4110
306
330
0.15
5
2
14400
14400
Use Mode
34
RRX
CR 19
0.20
1183
5630
296
410
0.20
5
2
14400
14400
Use Mode
34
WIDCH
CR 51
0.87
121.6
2380
742
1450
0.08
4
2
14400
14400
Use Count
'
:�
i
. •
•
1
a.
• •
a
I,,,
no
. . i
34
CR 25
CR 2525
0.25
0
0
0
0
0.00
5
2
13200
13200
No Model No Count
34
CR 31
CR 33
L01
21
30
6
10
0.00
4
2
6000
6000
Use Count
34
CR 33
CR 35
1,01
84
i' 10X9
23
30
0.01
4
2
6000
6000
Use Count
34
SRFCH
WIDCH
0.07
1216
2380
742
1450
0.08
4
2
14400
14400
Use Count
34
CR 49
SRFCH
0,03
0
5490 1
0
320
019
4
2
14400
14400
Use Model
34
CR 51
CR 53
0.99
1157
_2260 1
65.9
1290
0.08
4
2
14400
14400
Use Count
34
CR 91
GATE
0,81
0
0
0
0
0,00
8
2
1800
1800
No Model No Count
35
CR 12
SH 52
0.50
1023
2300
460
1040
0.08
7
2
14400
14400
Use Count
35
CR 1050
CR 12
0.50
914
1220
402
540
0.20
7
2
3000
3000
Use Count
35
CR 34
CR 36
0.99
73
80
24
30
0.01
4
2
6000
6000
Use Count
35
SRFCH
CR 34
0.99
138
160
57
70
0.01
4
2
6000
6000
Use Count
35
CR 32
SRFCH
0,01
138
320
57
130
0.01
4
2
14400
14400
Use Count
35
CR 42
CR 44
1.00
540
1080
162
330
0.04
4
2
14400
14400
Use Count
35
STR
CR 40
0.54
221
260
82
100
0.02
4
2
6000
6000
Use Count
35
CR 36
CR 38
1.00
143
170
54
60
0.01
4
2
6000
6000
Use Count
35
CR 38
STR
0.46
221
260
82
100
0.02
4
2
6000
6000
Use Count
35
CR 40
CR 42
1.00
244
280
98
110
0.02
4
2
6000
6000
Use Count
35
CR 48
RRX
0.38
471
1770
198
740
0.06
3
2
14400
14400
Use Count
35
SH 85
CR 48
1.02
626
3130
225
1120
0.11
4
2
14400
14400
Use Count
35
CR 44
CR 46
0.97
559
1120
129
260
0.04
4
2
14400
14400
Use Count
35
CR 46
RRX
0.01
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
35
RRX
SH 85
0.02
0
0
0
0
0.00
5
2
14400
14400
No Model No Count
35
CR 394
0.53
471
1770
198
740
0.06
3
2
14400
14400
Use Count
STR
35
RRX
STR
0.10
471
1770
198
740
0.06
3
2
14400
14400
Use Count
35
STR
CR 90
1.60
39
70
11
20
0.01
2
2
6000
6000
Use Count
35
CR 70
CR 72
1.01
2769
�. 9840
277
980
0.34
1
2
14400
14400
Use Count
35
CR 66
STR
0.98
2519
8770
252
400
0.11
3
4
38400
38400
Use Model
35
STR
CR 64
0.27
7728
20100
850
1440
0.26
3
4
38400
38400
Use Model
35
RRX
STR
0,60
0
20760
0
1480
0.27
3
4
38400
38400
Use Model
35
CR 64
CR 66
0.54
4351
17650
479
1130
0,23
3
4
38400
38400
Use Model
35
CR 66
CR 66
0.48
0
15960
0
1080
0,21
3
4
38400
38400
Use Model
35
SH 392
CR 70
1,00
2965
10530
356
1260
0.37
1
2
14400
14400
Use Count
35
STR
SH 392
0,11
0
8550
0
390
0.11
8
4
38400
38400
Use Model
35
CR 78
STR
0.91
1709
1 6070
137
490
0,21
1
2
14400
14400
Use Count
35
CL EATON
CR 76
0.50
0
1560
0
80
0,05
1
2
14400
14400
No Model No Count Derived
35
CR 72
CL EATON
0.36
2156
8030
237
880
0,30
1
2
13200
13200
Use Count
35
CL EATON
CL EATON
0.09
2156
8030
237
880
0.30
1
2
13200
13200
Use Count
35
CR 74
RRX
0.49
0
1590
0
80
0,06
1
2
14400
14400
Use Model
35
RRX
CL EATON
0.01
0
1560
0
80
0.05
1
2
14400
14400
No Model No Count Derived
35
CR 76
CR 78
1.01
1767
6230
141
500
0,22
1
2
14400
14400
Use Count
35
CR 84
STR
1.39
32
60
9
20
0.01
2
2
6000
6000
Use Count
35
CL AULT
CL AULT
0.14
1749
2450
122
170
0.09
2
2
14400
14400
Use Count
35
CR 80
CL AULT
0.33
1749
2450
.
122
170
0.09
2
2
14400
14400
Use Count
35
STR
CR 80
0.10
0
6070
0
490
0.21
2
2
14400
14400
No Model No Count Derived
35
CL AULT
CL AULT
0,02
1749
2450
122
170
0.09
2
2
14400
14400
Use Count
35
CR 90
CR 96
2.87
34
60
6
10
0,01
2
2
6000
6000
Use Count
35
CR 96
CR 98
0.93
17
30
3
10
0,00
2
2
6000
6000
Use Count
35
CR 42
CR 44
0.02
24
30
3
0
0.00
2
2
14400
14400
Use Count
36
CR 1
CR 5
2.07
62
150
7
20
0,01
5
2
6000
6000
Use Count
36
CR 5
CR 7
0.84
117
290
16
40
0.02
5
2
6000
6000
Use Count
36
CR 5
CL MEAD
0.21
245
13QQ
47
250
0.05
5
2
14400
14400
Use Count
36
CL MEAD
CR 5
0.04
2.4.5
1300
47
250
0.05
5
2
14400
14400
4
Use Count
36
CR 15
CR 17
0.97
40
100
4
10
0.01
5
2
6000
6000
Use Count
36
RRX
SRFCH
1.11
0
260
0
30
0.02
5
2
6000
6000
No Model No Count Derived
36
CL - MEAD
RRX
0.78
103
260
13
30
0.02
5
2
6000
6000
Use Count
36
SPLIT - MEAD
CL - MEAD
0.05
0
260
0
30
0.01
5
2
14400
14400
No Model No Count Derived
36
SH 25
SPLIT - MEAD
0.05
0
.260
0
30
0.01
5
2
14400
14400
No Model No Count Derived
36
SRFCH
CR 15
0.96
46
110
4
10
0.01
5
2
6000
6000
Use Count
36
CR 13
SRFCH
0.02
46
330
4
30
0.01
5
2
14400
14400
Use Count
36
SRFCH
CR 13
0.02
0
260
0
30
0.01
5
2
14400
14400
No Model No Count Derived
36
SRFCH
SRFCH
1.63
100
110
34
40
0.01
4
2
6000
6000
Use Count
36
RRX
CR 29
1.27
136
160
46
50
0.01
4
2
6000
6000
Use Count
36
CR 23
SH 85
1.69
120
260
30
60
0.02
5
2
6000
6000
Use Count
36
SH 85
RRX
0.02
136
160
46
50
0.01
4
2
6000
6000
Use Count
36
CR 31
CR 35
2.02
66
80
19
20
0.01
4
2
6000
6000
Use Count
36
STR
CR 31
0.17
80
90
21
20
0.01
4
2
6000
6000
Use Count
36
CR 29
STR
0.67
80
90
21
20
0.01
4
2
6000
6000
Use Count
36
STR
STR
0.16
80
90
21
20
0.01
4
2
6000
6000
Use Count
36
SRFCH
SRFCH
0.02
100
200
34
70
0,01
4
2
14400
14400
Use Count
36
CR 49
SRFCH
0.03
100
200
34
70
0.01
4
2
14400
14400
Use Count
36
SRFCH
CR 55
1.27
76
90
30
40
0,01
4
2
6000
6000
Use Count
37
CR 122
N GRASSLAND
2.02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
37
CR 14
CR 18
2,01
713
3020
207
240
0,10
7
2
14400
14400
Use Model
37
CR 6
CR 8
1.00
2948
ll 5450
413
390
0.19
7
2
14400
14400
Use Model
37
CR 12
SH 52
0.49
1660
2690
365
150
0.09
7
2
14400
14400
Use Model
37
CR 10
CR 12
1.01
1554
2690
311
150
0.09
7
2
14400
14400
Use Model
37
CR 8
CR 10
1.00
2507
2690
426
150
0.09
7
2
14400
14400
Use Model
37
SH 52
CR 14
0.49
793
4110
230
320
0.14
7
2
14400
14400
Use Model
37
CR 20
CR 22
L02
497
- 980
-,
184
360
0.03
7
2
14400
14400
Use Count
37
CR 18
CR 20
1,00
505
`-990
.4
172
340
0,03
7
2
14400
14400
Use Count
37
SRFCH
SYSCH
0,49
148
350
44
100
0,01
7
2
14400
14400
Use Count
37
CR 22
SRFCH
0,49
148
l '110
44
60
0.02
7
2
6000
6000
Use Count
37
SYSCH
END
0.51
148
. 50
44
100
0,01
7
2
14400
14400
Use Count
37
CR 32
CR 34
1.00
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
37
CR 40
SRFCH
2.01
58
- 70
15
20
0,01
4
2
6000
6000
Use Count
37
CR 46
RRX
1,06
157
480
53
60
0,02
4
2
6000
6000
Use Count
37
SRFCH
CR 44
0.01
46
10
10
20
0.00
4
2
14400
14400
Use Count
37
RRX
SH 85
0,02
0
• 0
0
0
0.00
4
2
6000
6000
No Model No Count
37
STR
CR 92
2.23
67
i 120
60
0.01
2
2
6000
6000
Use Count
37
CR 70
CR 72
1.00
2083
3510
104
200
0.12
1
2
14400
14400
Use Model
37
CR 66
SH 392
1.00
2738
10280
A.
301
1130
0.36
3
2
14400
14400
Use Count
37
CR 64
CR 66
1.00
2512
9430
224
850
0.36
3
2
13200
13200
Use Count
37
RRX
CR 62.25
0.07
0
1040
0
60
0.04
3
2
13200
13200
Use Model
37
CR 62
RRX
0.00
0
1040
0
60
0.04
3
2
13200
13200
Use Model
37
STR
CR 70
0.89
2014
' 7160
101
360
0.25
1
2
14400
14400
Use Count
37
SH 392
STR
0.12
0
' 8720
0
750
0.30
1
2
14400
14400
No Model No Count Derived
37
RRX
STR
1.81
523
730
65
90
0.03
2
2
13200
13200
Use Count
37
6TH AV
WIDCH
0.09
0
1390
0
100
0.05
2
2
14400
14400
No Model No Count Derived
37
CR 72
CL EATON
0.50
2062
r 2980
124
120
0.11
1
2
13200
13200
Use Model
37
STR
CR 70
0.00
0
3480
0
200
0.12
1
2
14400
14400
Use Model
37
7TH ST
CL
0.10
0
1390
0
100
0.05
2
2
14400
14400
No Model No Count Derived
37
WIDCH
7TH ST
0.08
0
1390
0
100
0.05
2
2
14400
14400
No Model No Count Derived
37
SH 85
RRX
0.02
545
760
55
80
0.03
2
2
13200
13200
Use Count
37
SRFCH
SRFCH
0.53
395
550
55
80
0.02
2
2
14400
14400
Use Count
37
SH 14
SRFCH
0.97
692
970
111
160
0.03
2
2
14400
14400
Use Count
37
STR
SH 14
0.90
501
700
75
110
0.02
2
2
14400
14400
Use Count
37
CR 86
STR
0.70
115
200
41
70
0.02
2
2
6000
6000
Use Count
37
SRFCH
CR 86
0.50
395
550
55
80
0.02
2
2
14400
14400
Use Count
37
CR 102
CR 108.05
3.07
12
20
6
10
0.20
8
2
6000
6000
Use Count
37
CR 98
CR 100
L00
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
37
CR 94
CR 98
1,91
13
2O
5
10
0O0 ,
2
2
6000
6000
Use Count
37
CR 100
CR 102
1.00
0
0
0
0
200
8 ,
2
6000
6000
No Model No Count
37
SRFCH
CR 122
5.92
19
30
i
1
0
2.00
8
2
6000
6000
Use Count
37
CR 108,05
SRFCH
1.02
0
0
0
0
0 44
8
2
14400
14400
No Model No Count
37
N GRASSLAND
CR 128
101
0
0
,
0
0
200
8
2
6000
6000
No Model No Count
38
CR 7
STR SH 25
296
0
3325.
0
630
0.31
5
2
13200
13200
Use Model
38
CR 3
CR 5
1.00
317
740
1
174
410
2O6
5
2
6000
6000
Use Count
38
CR 15
CR 17
0.97
1035
7530
176
_
550
0.26
5
2
14400
14400
Use Model
38
CL
RRX
277
0
110_80
0
930
0.92
5
2
6000
6000
Use Model
38
CR 13
CR 15
0.97
1052
1530
168
550
0,26
5
2
14400
14400
Use Model
38
RRX
CR 13
0,56
0
9440
0
790
419
5
2
6000
6000
Use Model
38
CR 17
CR 19
1,18
1983
913_0
218
1080
0.32
5
2
14400
14400
Use Count
38
RRX
CR 19.5
0.06
0
710
0
30
0.02
5
2
14400
14400
Use Model
38
CR 19
RRX
0.02
0
710
0
30
0.02
5
2
14400
14400
Use Model
38
SRFCH
END
0,69
0
0
0
0
200
4
2
6000
6000
No Model No Count
38
CR 35
CR 39
2 00
112
130
39
54
0.01
4
2
6000
6000
Use Count
38
RRX
CR 29
0.42
84
100
15
20
0.01
4
2
6000
6000
Use Count
38
SH 60
SH 85
0,54
64
150
15
40
201
3
2
6000
6000
Use Count
38
SH 8S
RRX
0.02
84
00
15
20
0.01
4
2
6000
6000
Use Count
38
CR 29
STR
1.90
148
170
47
60
0.01
4
2
6000
6000
Use Count
38
CR 33
END
0.22
0
0
0
0
0.00
4
2
6000
6000
No Model No Count
38
STR
CR 33
0,11
142
70
48
60
0.01
4
2
6000
6000
Use Count
38
STR
CR 43
0.34
41
= 50
14
20
0.00
4
2
6000
6040
Use Count
38
CR 39
STR
1.64
137
160
53
60
0.01
4
2
6000
6000
Use Count
38
SRFCH
CR 39
0.01
0
290
0
20
0.01
4
2
14400
14400
Use Model
38
CR 39
SRFCH
0.01
0
290
0
20
0.01
4
2
14400
14400
Use Model
38
CR 47
SRFCH
0.93
52
170
19
60
0.01
4
2
6000
6000
Use Count
38
SRFCH
SRFCH
0.02
0
5700
0
330
0.20
4
2
14400
14400
Use Model
38
SRFCH
CR 49
0.03
52
140
19
50
0.00
4
2
14400
14400
Use Count
38
SRFCH
SRFCH
0.02
52
140
19
50
0.00
4
2
14400
14400
Use Count
38
CR 49
SRFCH
0.03
0
5700
0
330
0.2.0
4
2
14400
14400
Use Model
39
END
CR 18
1.00
65
90
15
20
0.01
7
2
6000
6000
Use Count
39
CR 6
CR 8
1.00
94
130
25
40
0.01
7
2
6000
6000
Use Count
39
CR 2
CL
0.83
507
2Q20
96
180
0.09
7
2
14400
14400
Use Model
39
CR 32
CR 38
3.00
0
290
0
20
0.01
4
2
14400
14400
Use Model
39
CR 18
CR 20
1.01
18
30
3
0
0.00
7
2
6000
6000
Use Count
39
CR 22
CR 24
1.00
114
1350
38
90
0.11
7
2
6000
6000
Use Model
39
CR 28
CR 32
1.99
1636
330Q
736
1490
0.11
7
2
14400
14400
Use Count
39
CR 42
CR 44
1.00
2036
4190
611
1260
0.15
4
2
14400
14400
Use Count
39
CR 38
CR 40
1.00
1596
3290
447
920
0.11
4
2
14400
14400
Use Count
39
CR 40
CR 42
1.00
1777
3660
533
1100
0.13
4
2
14400
14400
Use Count
39
CR 44
CR 37.7
2.27
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
39
URBDRY
STR
0,05
0
0
0
0
0.00
4
2
6000
6000
No Model No Count
39
CR 37,7
URBDRY
0.24
0
0
0
0
0,00
4
2
6000
6000
No Model No Count
39
STR
CL LASALLE
0.20
0
0
0
0
0,00
4
2
6000
6000
No Model No Count
39
STR
CR 90
1.52
146
260
51
90
0,02
2
2
6000
6000
Use Count
39
STR
CL EATON
2.39
1914
2650
440
610
0.10
2
2
13200
13200
Use Count
39
CR 66
SH 392
1.01
1043
1160
146
30
0.04
3
2
14400
14400
Use Model
39
SH 392
STR
0.03
0
650
0
20
0.02
2
2
14400
14400
Use Model
39
CR 78
STR
1,78
1150
1630
271
390
0.06
2
2
14400
14400
Use Count
39
CR 74.5
CR 76
0.48
2379
3380
452
640
0.13
2
2
13200
13200
Use Count
39
CL
COLLINS ST / CR 74
0,57
2539
3610
508
720
0.14
2
2
13200
13200
Use Count
39
CL
CR 74.5
0.33
2143
3010
279
390
0.11
2
2
13200
13200
Use Count
39
CL EATON
CR 78
0,25
0
1340
0
80
0,05
2
2
13200
13200
Use Model
39
CL EATON
CL EATON
0.53
0
1340
0
80
0.05
2
2
14400
14400
Use Model
39
CR 76
CL EATON
0.22
0
1340
0
80
0.05
2
2
14400
14400
Use Model
39
SH 14
STR
2.47
138
240
34
60
0,02
2
1
6000
6000
Use Count
39
STR
SH 14
0,22
0
830
0
40
0.03
2
2
14400
14400
Use Model
39
CR 98
CR 100
1.00
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
39
CR 92
CR 94
0,98
435
620
A
113
160
0.02
2
2
14400
14400
Use Count
39
CR 90
CR 92
0,97
497
710
129
180
0,02
2
2
14400
14400
Use Count
39
CR 94
CR 96
0.98
130
230
31
50
0.02
2
2
6000
6000
Use Count
39
CR 96
CR 98
0.93
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
39
CR 136
CR 138
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
40
CR 1
CR 3
0,98
140
!
330
22
50
0.03
5
2
6000
6000
Use Count
40
SRFCH
CR 13
0.53
0
0
0
0
0.00
5
2
1800
1800
No Model No Count
40
CR 15
CR 17
0.95
77
180
41
100
0.02
5
2
6000
6000
Use Count
40
SRFCH
CR 55
2.90
114
130
44
50
0.01
4
2
6000
6000
Use Count
40
RRX
CR 37
3.49
375
43c)
83
100
0.04
4
2
6000
6000
Use Count
40
SH 60
CL GILCREST
1.01
308
670
92
200
0.06
5
2
6000
6000
Use Count
40
CR 23
SRFCH
1.75
0
O
0
0
0.00
5
2
6000
6000
No Model No Count
40
SRFCH
SH 60
0.26
0
0
0
0
0.00
5
2
14400
14400
No Model No Count
40
SH 85
RRX
0.06
0
430
0
100
0.04
4
2
6000
6000
No Model No Count Derived
40
SPLIT
SH SS
0.38
272
590
76
160
0.05
5
2
6000
6000
Use Count
40
STR
CR 43
0.27
53
60
15
20
0.01
4
2
6000
6000
Use Count
40
SRFCH
CR 41
0.90
70
80
21
20
0.01
4
2
6000
6000
Use Count
40
CR 39
SRFCH
0.10
70
160
21
50
0.01
4
2
14400
14400
Use Count
40
CR 41
STR
0.72
53
60
15
20
0.01
4
2
6000
6000
Use Count
40
CR 45
STR
0.86
36
40
11
10
0.00
4
2
6000
6000
Use Count
40
CR 43
CR 45
1.00
59
70
15
20
0.01
4
2
6000
6000
Use Count
40
STR
CR 47
0.14
36
40
11
10
0.00
4
2
6000
6000
Use Count
40
SRFCH
SRFCH
0.02
114
250
44
100
0.01
4
2
14400
14400
Use Count
40
CR 49
SRFCH
0.02
114
250
44
100
0.01
4
2
14400
14400
Use Count
4Q
CR 55
CR 57
1.00
86
190
46
50
0.01
4
2
6000
6000
Use Count
40
0.74
0
0
0
0
0.00
5
4
28800
28800
No Model No Count
41
CR 16
CR 18
1.00
2053
4150
780
1580
0.14
7
2
14400
14400
Use Count
41
CR 6
CR 8
1.19
57
130
15
40
0.01
7
2
6000
6000
Use Count
41
CL
SPLIT
0.10
0
190
0
50
0.02
7
2
6000
6000
No Model No Count Derived
41
STR
CR 6
0.50
79
110
16
20
0.01
7
2
6000
6000
Use Count
41
CR 4
STR
0.50
79
5.60
16
110
0.05
7
2
6000
6000
Use Count
41
SH 76
CL
0.28
0
190
0
50
0.02
7
2
6000
6000
No Model No Count Derived
41
CR 12
SH 52
0,50
1309
2640
550
1110
0.09
7
2
14400
14400
Use Count
41
CR 10
CR 12
1.01
831
1680
1
291
590
0.06
7
2
14400
14400
Use Count
41
CR 8
CR 10
1,03
695
1400
',
215
430
0.05
7
2
14400
14400
Use Count
41
CR 14
CR 16
1.00
2239
4520
828
1670
0.16
7
2
14400
14400
Use Count
41
SH 52
CR 14
0.50
2307
5790
854
830
0.20
7
2
14400
14400
Use Model
41
CR 24
CR 26
0,97
1797
3630
791
1600
0.13
7
2
14400
14400
Use Count
41
CR 20
CR 22
1,00
2108
4260
885
1790
0.15
7
2
14400
14400
Use Count
41
CR 18
CR 20
1.01
2115
4270
825
1670
0.15
7
2
14400
14400
Use Count
41
CR 22
CR 24
1.01
1889
3810
831
1680
0,13
7
2
14400
14400
Use Count
41
CR 26
CR 28
0.99
1620
3270
713
1440
0.11
7
2
14400
14400
Use Count
41
CR 40
CR 42
1.01
8
T
10
1
0
0.00
4
2
6000
6000
I Use Count
41
CR 46
CR 50
1.99
98
110
20
20
0,01
4
2
6000
6000
Use Count
41
CR 44
CR 46
0.98
50
60
13
20
0,01
4
2
6000
6000
Use Count
41
CR 44
CR 46
0.01
50
120
13
30
0.00
4
2
14400
14400
Use Count
41
CR 50
RRX
0.54
97
480
17
60
0,04
4
2
6000
6000
Use Model
41
RRX
CR 52
0,47
135
480
22
60
0.04
4
2
6000
6000
Use Model
41
CR 86
CR 90
1.97
67
120
13
20
0.01
2
2
6000
6000
Use Count
41
STR
CR 74
2,93
336
590
108
190
0.05
2
2
6000
6000
Use Count
41
CR 62
CR 64
1,09
851
4180
:;
136
910
0.17
4
2
12000
12000
Use Model
41
SYSCH
CR 62
0.25
959
7750
134
1500
0.32
4
2
12000
12000
Use Model
41
US 85
SYSCH
0.19
0
7750
0
1500
0.32
4
2
12000
12000
Use Model
41
URBDRY
SH 392
0.92
713
1430
150
300
0.05
4
2
14400
14400
Use Count
41
CR 64
RRX
0.50
0
2340
0
360
0.09
4
2
13200
13200
Use Model
41
RRX
CR 66
0.51
770
2530
139
370
0.10
4
2
13200
13200
Use Model
41
SH 397
STR
0.19
0
590
O
190
0.05
2
2
6000
6000
No Model No Count Derived
41
CR 74
SH 14
4.00
108
190
30
50
0.02
2
2
6000
6000
Use Count
41
CR 96
CR 100
1.94
20
30
_
6
10
0.00
2
2
6000
6000
Use Count
41
CR 90
CR 96
2.96
102
180
39
70
0.02
2
2
6000
6000
Use Count
41
CR 100
STR
0.96
23
40
7
10
0.00
8
2
6000
6000
Use Count
41
STR
CR 102
0.04
0
40
0
10
0.00
8
2
6000
6000
No Model No Count Derived
42
CR 1
SPLIT
0.24
0
0
0
0
0.00
5
2
1800
1800
No Model No Count
42
SPLIT
END
0.24
0
0
0
0
0.00
5
2
1800
1800
No Model No Count
42
CR 5
CR 7
1.01
46
110
10
20
0.01
5
2
6000
6000
Use Count
42
CR 13
URBDRY
1.21
206
430
47
100
0.04
5
2
6000
6000
Use Count
42
CL BERTHOUD
CR 13
0.50
769
1.660
100
220
0.28
5
2
3000
3000
Use Count
42
CL
CR 19
0.69
178
380
43
90
0.03
5
2
6000
6000
Use Count
42
RRX CL JOHNS
CR 17
0.46
0
0
0
0
0,00
5
2
6000
6000
No Model No Count
42
URBDRY
RRX CL JOHNS
0,47
0
Q
0
0
0.00
5
2
6000
6000
No Model No Count
42
CR 19
CR 21
0,98
0
0
0
0
0.00
5
2
6000
6000
No Model No Count
42
SRFCH
CR 53
1.92
0
0
0
0
0.00
4
2
6000
6000
No Model No Count
42
CR 35
CR 37
1.03
92
110
16
20
0.01
4
2
6000
6000
Use Count
42
WIDCI-I
CR 29
0.10
0
0
0
0
0.00
5
2
14400
14400
No Model No Count
42
BARR
SH 60
1.09
113
280
23
60
0.02
5
2
6000
6000
Use Count
42
SH 60
WIDCH
0,91
649
3240
117
580
0.11
5
2
14400
14400
Use Count
42
SOUTHGATE AVE
CR 33
0.58
636
1310
204
420
0.05
4
2
14400
14400
Use Count
42
CL
CR 31
0.24
810
4050
154
770
0.14
5
2
14400
14400
Use Count
42
CL GILCREST
SPLIT
0.22
810
4050
154
770
0.14
5
2
14400
14400
Use Count
42
WIDCH
CL GILCREST
0.12
810
4050
154
770
0.14
5
2
14400
14400
Use Count
42
CR 29
WIDCH
0.11
810
4050
154_
770
0.14
5
2
14400
14400
Use Count
42
SPLIT
CL GILCREST
0,22
810
4050
154
770
0.14
5
2
14400
14400
Use Count
42
SPLIT
CL
0.08
1652
3400
314
650
0,12
4
2
14400
14400
Use Count
42
CR 31
SPLIT
0.08
1652
3760
314
1660
0.30
5
2
14400
14400
Use Count
42
CL
SH 85
0.14
1652
3400
314
650
0.12
4
2
14400
14400
Use Count
42
RRX
SOUTHGATE AVE
0.10
0
0
1
0
0
0,00
4
2
14400
14400
No Model No Count
42
SH 85
RRX
0.02
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
42
CR 33
CR 35
LOU
509
150
193
400
0.04
4
2
14400
14400
Use Count
42
STR
CR 43
0.41
94
110
3_7
40
0.01
4
2
6000
6000
Use Count
42
SRFCH
STR
0.15
109
130
35
40
0.01
4
2
6000
6000
Use Count
42
CR 37
SRFCH
0.98
90
110
15
20
0.01
4
2
6000
6000
Use Count
42
SRFCH
CR 39
Q102
90
220
15
49
0,01
4
2
14400
14400
Use Count
42
CR 39
SRFCH
0 01
109
?50
_
35
80
0.01
4
2
14400
14400
Use Count
42
STR
STR
1.16
102
120
36
40
0.01
4
2
6000
6000
Use Count
42
STR
STR
0.27
109
130
35
40
0.01
4
2
6000
6000
Use Count
42
CR 43
STR
1.94
117
140
35
40
0.01
4
2
6000
6000
Use Count
42
SRFCH
1.01
105
120
46
50
0.01
4
2
6000
6000
Use Count
STR
42
SRFCH
SRFCH
0.02
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
42
SRFCH
CR 49
0.02
105
25Q
46
110
0.01
4
2
14400
14400
Use Count
42
SRFCH
SRFCH
0.02
105
250
46
110
0.01
4
2
14400
14400
Use Count
42
CR 49
SRFCH
0.02
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
42
CR 53
CR 57
2.00
62
70
26
30
0.01
4
2
6000
6000
Use Count
43
RRX
CR 54
1.09
1323
2730
318
660
0.09
4
2
14400
14400
Use Count
43
CR 10
SH 52
1.50
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
43
SH 52
END
0.14
0
0
0
0
0.00
7
2
1800
1800
No Model No Count
43
CR 30
CR 32
0.99
969
1910
465
910
0.07
7
2
14400
14400
Use Count
43
CR 28
CR 30
1.00
446
880
••
227
450
0.03
7
2
14400
14400
Use Count
43
CR 26
SRFCH
0.97
110
160
51
70
0 01
7
2
6000
6000
Use Count
43
SRFCH
CR 28
0.03
0
180
0
10
0.01
7
2
14400
14400
Use Model
43
CR 42
SRFCH
0.99
172
!
200
38
40
0.02
4
2
6000
6000
Use Count
43
CR 38
CR 42
2.00
70
80
18
20
0.01
4
2
6000
6000
Use Count
43
CR 44
SIR
2.50
956
1970
244
500
0.07
4
2
14400
14400
Use Count
43
SRFCH
CR 44
0.01
172
400
38
90
0.01
4
2
14400
14400
Use Count
43
CR 50
RRX
0,91
1333
2750
0
307
630
0.10
4
2
14400
14400
Use Count
43
STR
CR 50
0.49
1238
2550
297
610
0.09
4
2
14400
14400
Use Count
43
CR 88
CR 90
0,99
620
880
254
360
0.03
2
2
14400
14400
Use Count
43
STR
STR
0,33
1520
2110
380
530
0.07
2
2
14400
14400
Use Count
43
CR 62
URBDRY
1.00
1201
1210
348
110
0.05
4
2
13200
13200
Use Model
43
STR
PG
0,60
0
0
0
0
0,00
4
2
6000
6000
No Model No Count
43
CR 54
STR
0.02
0
0
0
0
0.00
4
2
6000
6000
Use Model
43
511 263
CR 62
0.74
0
2730
0
670
0.10
4
2
13200
13200
Use Model
43
RRX
STR
1.38
1793
3600
=
753
1510
0.13
4
2
14400
14400
Use Count
43
URBDRY
RRX
0.52
1668
3350
534
1070
0.13
4
2
13200
13200
Use Count
43
SH 392
STR
0.72
1536
2130
384
530
0.07
2
2
14400
14400
Use Count
43
STR
SH 392
0.11
0
1470
.
0
90
0.05
4
2
14400
14400
Use Model
43
STR
STR
0.53
1528
2120
382
530
0.07
2
2
14400
14400
Use Count
43
STR
STR
0.14
1520
2110
380
530
0.07
2
2
14400
14400
Use Count
43
STR
SH 14
1.88
1069
1480.
278
390
0.05
2
2
14400
14400
Use Count
43
STR
STR
2,05
1149
1590
,
282
390
0.06
2
2
14400
14400
Use Count
43
STR
CR 74
1.35
1528
2120
367
510
0.07
2
2
14400
14400
Use Count
43
CR 74
STR
0,07
1214
1680
304
420
0.06
2
2
14400
14400
Use Count
43
SH 14
WIDCH
2.97
920
1310
345
490
0.05
2
2
14400
14400
Use Count
43
WIDCH
CR 88
0.02
892
1270
330
470
0.04
2
2
14400
14400
Use Count
43
CR 90
CR 96
2.98
50
100
0
0
0.01
2
2
6000
6000
Use Count
43
CR 102
END
0,90
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
43
CR 108
CR 110
0,99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
44
CR 13
CR 15
0.99
0
5720
0
340
Q.48
5
2
6000
6000
Use Model
44
CR 11
CR 13
1.00
1856
7900
204
490
0.27
5
2
14400
14400
Use Model
44
CL JOHNSTOWN
CR 19
0.51
115
9930
10
790
0.83
5
2
6000
6000
Use Model
44
CL
CL MILLIKEN
0.11
0
10090
0
800
0.84
5
2
6000
6000
Use Model
44
STR
PCG
0.71
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
44
WIDCH
CR 51
0.72
732
1470
242
490
0.05
4
2
14400
14400
Use Count
44
CR 35
CR 35.5
0.52
1763
3450
793
1550
0.12
4
2
14400
14400
Use Count
44
SH 60
CR 29
1.01
617
1280
167
350
0.04
5
2
14400
14400
Use Count
44
CR 33
SH 85
0.13
1522
298
700
137
0.01
4
2
14400
14400
No Model No Count Derived
44
CR 31
CR 33
1.01
0
4150
0
300
0.14
5
2
14400
14400
Use Model
44
CR 29
CR 31
0.99
640
5350
160
460
0.20
5
2
14400
14400
Use Model
44
RRX
CR 35
0.81
1522
'980
700
1370
0.10
4
2
14400
14400
Use Count
44
SH 85
RRX
0.04
1522
298
700
137
0.01
4
2
14400
14400
No Model No Count Derived
44
STR
CR 43
0.30
976
2010
390
800
0.07
4
2
14400
14400
Use Count
44
CR 39
CR 41
0.99
1015
2,090
386
800
0.07
4
2
14400
14400
Use Count
44
CR 37
CR 39
1.02
1727
3380
794
1550
0.12
4
2
14400
14400
Use Count
44
CR 35.5
CR 37
0.51
1726
3380
759
1480
0.12
4
2
14400
14400
Use Count
44
CR 41
STR
0.24
976
2010
390
800
0.07
4
2
14400
14400
Use Count
44
STR
0.45
976
2010
390
800
0.07
4
2
14400
14400
Use Count
STR
44
CR 45
CR 47
1.00
1118
2300
369
760
0.08
4
2
14400
14400
Use Count
44
CR 43
CR 45
1.00
1208
2490
387
800
0.09
4
2
14400
14400
Use Count
44
STR
WIDCH
0.73
1082
•
2230
368
760
0.08
4
2
14400
14400
Use Count
44
CR 47
0.10
1082
2230
368
760
0.08
4
2
14400
14400
Use Count
STR
44
WIDCH
SRFCH
0.11
1082
2230
368
760
0.08
4
2
14400
14400
Use Count
44
SRFCH
WIDCH
0.10
732
1470
242
490
0.05
4
2
14400
14400
Use Count
44
CR 49
SRFCH
0.04
732
0
242
0
0.00
4
2
14400
14400
Removed
44
SRFCH
CR 49
0.04
1082
0
4
368
0
0.00
4
2
14400
14400
Removed
44
WIDCH
WIDCH
0,10
732
1470
242
490
0.05
4
2
14400
14400
Use Count
44
CR 55
CR 57
1.00
178
360
55
110
0.01
4
2
14400
14400
Use Count
44
CR 53
CR 55
1.00
251
500
78
160
0.02
4
2
14400
14400
Use Count
44
CR 51
STR
0.81
618
1240
216
430
0.04
4
2
14400
14400
Use Count
44
CR 53
0.19
618
1240
216
430
0,04
4
2
14400
14400
Use Count
STR
44
CR 57
END
0.66
0
0
0
0
0.00
4
2
6000
6000
No Model No Count
44
STR
STR
0.64
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
44
SH 34
STR
0.39
0
0
0
0
0,00
4
2
1800
1800
No Model No Count
44
RRX
CR 87
1.49
0
-
0
0
0
0.00
8
2
1800
1800
No Model No Count
45
RRX
CR 54
0.72
220
250
37
40
0,02
4
2
6000
6000
Use Count
45
STR
STR
1.41
1173
2280
235
270
0,08
7
2
14400
14400
Use Model
45
168TH AV
CR 4
1.00
1474
2940
369
300
0.10
7
2
14400
14400
Use Model
45
CR 4
STR
1.04
1303
2630
300
610
0.09
7
2
14400
14400
Use Count
45
CR 10
CL
0.25
0
3180
0
340
0.11
7
2
14400
14400
Use Model
45
STR
CR 10
0.56
1173
3190
235
340
011
7
2
14400
14400
Use Model
45
CR 42
SRFCH
1.00
95
114
'
16
20
0.01
4
2
6000
6000
Use Count
45
CR 40
CR 42
1.00
33
40
8
10
0.00
4
2
6000
6000
Use Count
45
SRFCH
CR 46
Q.99
50
60
13
20
0.01
4
2
6000
6000
Use Count
45
SRFCH
CR 44
0.01
95
22°)
16
40
0.01
4
2
14400
14400
Use Count
45
CR 44
SRFCH
0.01
50
' ,
13
30
0.00
4
2
14400
14400
Use Count
45
CR 52
RRX
0.25
220
37
40
0.02
4
2
6000
6000
Use Count
45
STR
CR 90
2.64
26
6
10
0.00
2
2
6000
6000
Use Count
45
CR 70
CR 74
2.03
134
23 :}
35
60
0.02
2
2
6000
6000
Use Count
45
CR 62
CR 64
1.00
151
1200•
_
45
150
0.05
4
2
13200
13200
Use Model
45
CR 54
URBDRY
0.95
576
1190
202
420
0.04
4
2
14400
1.4400
Use Count
45
URBDRY
SH 34
0.18
0
1190
0
420
0.04
4
2
14400
14400
No Model No Count Derived
45
STR
CL GREELEY
0.23
0
1110
0
220
0.04
4
2
13200
13200
Use Model
45
CR 58.25
STR
0.46
0
1330
0
190
0.05
4
2
14400
14400
Use Model
45
STR
STR
0.09
0
1400
0
240
0.05
4
2
13200
13200
Use Model
45
CR 66
SH 392
1.01
89
100
13
10
0.01
4
2
6000
6000
Use Count
45
CR 64
CR 66
1.00
179
1330
54
150
0.05
4
2
13200
13200
Use Model
45
STR
STR
0.41
312
55'
144
250
0.05
2
2
6000
6000
Use Count
45
SH 392
STR
0.23
0
550
0
250
0.05
2
2
6000
6000
No Model No Count Derived
45
STR
CR 70
0.25
0
550
0
250
0.05
2
2
6000
6000
No Model No Count Derived
45
STR
SIR
0.14
0
550
0
250
0.05
2
2
6000
6000
No Model No Count Derived
45
CR 74
CR 80
3.10
50
90
11
24
0.01
2
2
6000
6000
Use Count
45
CR 84
STR
0.26
12
20
3
10
0.00
2
2
6000
6000
Use Count
45
CR 102
CR 114
6.11
5
10
1
0
0.00
8
2
6000
6000
Use Count
45
CR 114
CR 122
4.06
5
10
1
Q
0.00
8
2
6000
6000
Use Count
46
CR 1
STR SH 25
4.16
140
950
24
40
0,98
5
2
6000
6000
Use Model
46
CL JOHNS/CR 15
OLD CL
0.47
0
0
0
9
0.00
5
2
6000
6000
No Model No Count
46
SH 25
CR 13
2.02
211
4]0
36
89
094_
5
2
6000
6000
Use Count
46
OLD CL
CR 17
0.47
0
0
Q
0
0,00
5
2
6000
6000
No Model No Count
46
CR 21
MARJORIE
0.25
0
0
0
0
QQO
5
2
1800
1800
No Model No Count
46
SRFCH
CR 53
1.91
206
230
79
99
0.42
4
2
6000
6000
Use Count
46
CR 35
CR 37
1,00
105
120
3_3
40
0,01
4
2
6000
6000
Use Count
46
SH 60
CR 29
1,06
1166
5820
361
1800
Q.20
5
2
14400
14400
Use Count
46
CL
SH 60
0.86
372
800
86
190
097
5
2
6000
6000
Use Count
46
CR 23
CL
0.50
0
0
0
0
0.04
5
2
6000
6000
No Model No Count
46
RRX
CL
0,03
0
0
0
0
0.00
5
2
6000
6000
No Model No Count
46
CL
RRX
0.02
0
0
0
0
090
5
2
6000
6000
No Model No Count
46
RRX
CL
0.02
0
0
0
0
0.00
5
2
6000
6000
No Model No Count
46
CR 31
CR 33
1.02
1230
6140
443
2210
0.21
5
2
14400
14400
Use Count
46
CR 29
CR 31
0,99
1174
5860
340
1700
0.20
5
2
14400
14400
Use Count
46
CR 33
CR 35
1.00
,
1396
6970
489
2440
0.24
5
Z
14400
14400
Use Count
46
CR 37
CR 43
3.18
128
150
36
40
0.01
4
2
6000
6000
Use Count
46
CR 45
STR
1.44
169
190
59
70
0.02
4
2
6000
6000
Use Count
46
CR 43.5
CR 45
0.50
0
200
0
80
0.02
4
2
6000
6000
No Model No Count Derived
46
SRFCH
0.50
169
190
59
70
0.02
4
2
6000
6000
Use Count
STR
46
R 49
SRFCH
0.02
2 1
103
210
0.02
4
2
14400
14400
Use Count
46
SUCH
SRFCH
0.02
169
350
59
120
0.01
4
2
14400
14400
Use Count
46
SRFCH
CR 49
0.03
169
35Q
59
120
0.01
4
2
14400
14400
Use Count
46
SRF H
SRFCH
0.02
251
5 •
103
210
0.0
4
2
14400
144.0
se Count
46
CR
CR 57
.00
101
20
35
40
0.01
4
2
6000
6000
Use Count
46
CR 59
CR 61
0.98
109
130
41
50
0.01
4
2
6000
6000
Use Count
46
CR 57
CR 59
1.00
164
330
61
120
0.01
4
2
14400
14400
Use Count
46
CR 61
END
0.46
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
47
CR 52
RRX
0.65
438
830
88
180
0.03
4
2
14400
14400
Use Count
47
168TH AV
SH 52
5.02
108
120
17
10
0.01
7
2
6000
6000
Use Model
47
BGN
CR 34.5
1.39
80
90
27
30
0.01
4
2
6000
6000
Use Count
47
CR 42
SRFCH
1,03
169
200
49
60
0.02
4
2
6000
6000
Use Count
47
CR 38
STR
1.66
88
.100
35
40
0.01
4
2
6000
6000
Use Count
47
CR 34.5
CR 38
1.50
47
50
19
20
0.00
4
2
6000
6000
Use Count
47
STR
CR 42
0.37
82
9Q
28
30
0.01
4
2
6000
6000
Use Count
47
CR 48
CR 50
0.98
274
330
104
20
0.03
4
2
6000
6000
Use Model
47
CR 46
CR 48
1.00
150
330
45
20
0.03
4
2
6000
6000
Use Model
47
SRFCH
CR 46
0.99
135
200
43
10
0.02
4
2
6000
6000
Use Model
47
SRFCH
CR 44
0.01
169
400
49
110
0.01
4
2
14400
14400
Use Count
47
CR 44
SRFCH
0.01
0
150
0
10
0.01
4
2
14400
14400
Use Model
47
CR 50
CR 52
1.00
243
330
32
20
0.01
4
2
14400
14400
Use Model
47
CR 62
WIDCH
0,13
0
8510
0
5375
0.16
4
4
26400
26400
No Model No Count Derived
47
CR 54
URBDRY
0.92
1089
2130
316
620
0.07
4
2
14400
14400
Use Count
47
RRX
CR 54
0,35
438
880
88
180
0.03
4
2
14400
14400
Use Count
47
URBDRY
SH 34
0.09
1089
2130
316
620
0.07
4
2
14400
14400
Use Count
47
CR 60.5
CL GREELEY
0.20
4295
8620
2663
5350
0.33
4
2
13200
13200
Use Count
47
CL GREELEY
WIDCH
0,36
4295
8620
2663
5350
0.16
4
4
26400
26400
Use Count
47
WIDCH
CR 62
0.11
4295
8620
2663
5350
0.16
4
4
26400
26400
Use Count
47
WIDCH
WIDCH
0.63
4182
8400
2509
5040
0.15
4
4
28800
28800
Use Count
47
WIDCH
CR 64.5
0.39
0
3510
0
5375
0.16
4
4
26400
26400
No Model No Count Derived
47
WIDCH
WIDCH
0.76
0
8510
0
5375
0,16
4
4
26400
26400
No Model No Count Derived
47
CR 64
WIDCH
0.11
0
8510
0
5375
0.16
4
4
26400
26400
No Model No Count Derived
47
WIDCH
CR 64
0,11
0
35W
0
5375
0.16
4
4
26400
26400
No Model No Count Derived
47
WIDCH
WIDCH
0,11
0
3510
0
5375
0.16
4
4
26400
26400
No Model No Count Derived
47
CR 64,5
WIDCH
0.22
0
8510
0
5375
0.16
4
4
26400
26400
No Model No Count Derived
47
CR 66
WIDCH
0.11
4182
8400
1509
5040
0.15
4
4
28800
28800
Use Count
47
WIDCH
CR 66
0.17
0
8510
0
5375
0.16
4
4
26400
26400
No Model No Count Derived
47
STR
STR
0.59
521
880
177
300
0.07
2
2
6000
6000
Use Count
47
SRFCH
SH 392
0.18
4182
8400
2504
5030
0.15
4
4
28800
28800
Use Count
47
WIDCH
WIDCH
0.08
4182
8400
2509
5040
0.15
4
4
28800
28800
Use Count
47
SRFCH
SRFCH
0.05
521
- - 070
177
360
0.04
4
2
14400
14400
Use Count
47
SH 392
SRFCH
0.11
521
, 070
177
360
0.04
4
2
14400
14400
Use Count
47
SRFCH
STR
0.06
521
' 80
177
300
0.07
2
2
6000
6000
Use Count
47
CR 74
SH 14
4.00
121
• •. 00
39
60
0.02
2
2
6000
6000
Use Count
48
CL
SH 25
0.44
0
9880
0
700
0.34
5
2
14400
14400
Use Model
48
CR 904 CO LN RD
CR 3
0.80
70
2860
9
190
0.24
5
2
6000
6000
Use Model
48
CR 7
CL
0.51
0
= _9880
0
700
0.37
5
2
13200
13200
Use Model
48
SRFCH
CR 53
1.91
118
- `• 40
26
30
0.01
4
2
6000
6000
Use Count
48
CR 35
SH 85
0.93
170
30
97
250
0.04
5
2
6000
6000
Use Count
48
CR 43
CR 47
1.99
104
20
24
30
0.01
4
2
6000
6000
Use Count
48
STR
SRFCH
0.52
82
100
21
20
0.01
4
2
6000
6000
Use Count
48
CR 47
STR
0.44
82
_ _i 100
21
20
0.01
4
2
6000
6000
Use Count
48
CR 49
SRFCH
0.02
0
5700
0
330
0.20
4
2
14400
14400
Use Model
48
SRFCH
SRFCH
0.02
82
190
21
50
0.01
4
2
14400
14400
Use Count
48
SRFCH
CR 49
0.02
82
190
21
50
0.01
4
2
14400
14400
Use Count
48
SRFCH
SRFCH
0.02
121
260
27
60
0.01
4
2
14400
14400
Use Count
48
CR 53
CR 61
3.98
58
74
19
20
0.01
4
2
6000
6000
Use Count
49
CR 52
WIDCH
0.74
5846
12 190
26
5730
0.21
4
4
28800
28800
Use Count
49
CR 4
SH 52
2.01
78
180
15
30
0.01
7
2
14400
14400
Use Count
49
CR 4
SH 52
1.00
41
60
8
10
0.00
7
2
14400
14400
Use Count
49
SH 52
CL HUDSON
0,56
0
231
0
9
0.01
7
2
14400
14400
Use Model
49
CR 4
SH 52
1,00
126
290
16
40
0.01
7
2
14400
14400
Use Count
49
CL
CL
0.87
0
231
0
9
0.01
7
2
14400
14400
Use Model
49
CL
CR 16
0.44
0
231
0
9
0.01
7
2
14400
14400
Use Model
49
CL
•
•
7
•
•
• •
••
'4t•
- II.: -
49
SYSCH
CL
0.01
0
0
9
0.01
7
2
14400
14400
Use Model
49
WIDCH
CR 34.5
0,33
5506
2863
8040
0.22
4
4
28800
28800
Use Count
49
STR
WIDCH
2.49
0
0
8775
0.34
7
4
28800
28800
No Model No Count Derived
40
1 • ■
■
as
•.
I
.•
:.••
•
a
::•
::••
- •.1
49
CR 18.5
WIDCH
0.11
9455
19090
4160
8400
0.33
7
4
28800
28800
Use Count
49
CR 18
CR 18.5
0,24
6433
1.800
1994
7090
0.26
7
4
28800
28800
Use Count
49
WIDCH
STR
1.11
9556
19300
4014
8110
0.34
7
4
28800
28800
Use Count
49
CR 22
WIDCH
0,20
9556
19300
4014
8110
0.34
7
4
28800
28800
Use Count
49
WIDCH
CR 22
0.20
9455
19090
4160
8400
0.33
7
4
28800
28800
Use Count
49
WIDCH
CR 32
0.83
9739
19670
4675
9440
0.34
7
4
28800
28800
Use Count
49
WIDCH
CR 30
0.20
0
19485
0
8775
0.34
7
4
28800
28800
No Model No Count Derived
49
WIDCH
CR 32
0.17
9739
19570
4675
9440
0,34
7
4
28800
28800
Use Count
49
CR 32
WIDCH
0.89
5842
13340
2162
7440
0.23
4
4
28800
28800
Use Count
49
WIDCH
CR 34
0.11
5842
13340
2162
7440
0.23
4
4
28800
28800
Use Count
49
CR 34
WIDCH
0.18
5506
12580
2863
8040
0.22
4
4
28800
28800
Use Count
49
WIDCH
CR 44
0.84
9809
19690
4414
8860
0.34
4
4
28800
28800
Use Count
49
CR 38
CR 40
1,00
5822
13300
2096
7290
0.23
4
4
28800
28800
Use Count
49
CR 36
CR 38
1.00
5642
12890
2144
7400
0.22
4
4
28800
28800
Use Count
49
CR 34.5
CR 36
0.49
6003
13710
2341
7850
0.24
4
4
28800
28800
Use Count
49
WIDCH
CR 42
0.17
5100
11650
2397
7980
0.20
4
4
28800
28800
Use Count
49
CR 40
WIDCH
0.82
5100
11650
2397
7980
0.20
4
4
28800
28800
Use Count
49
CR 42
WIDCH
0.17
9809
19690
4414
8860
0.34
4
4
28800
28800
Use Count
49
CR 48
WIDCH
0.89
4976
11 370
2488
5680
0.20
4
4
28800
28800
Use Count
49
CR 46
CR 48
1.00
0
15660
0
8025
0.27
4
4
28800
28800
No Model No Count Derived
4•
CR 4'
CR 46
0.99
9937
-
12950
_
5167
1• 70
0.35
4
4
28800
28800
Use C.unt
49
WIDCH
CR 52
0.82
5335
121.90
2507
5730
0.21
4
4
28800
28800
Use Count
49
CR 50
WIDCH
0.18
5335
12190
2507
5730
0.21
4
4
28800
28800
Use Count
49
WIDCH
CR 50
0.11
4976
11370
2488
5680
0.20
4
4
28800
28800
Use Count
49
CR 86
SRFCH
2.00
25
40
8
10
0.00
2
2
6000
6000
Use Count
49
SH 392
STR
1.77
99
170
25
40
0.01
2
2
6000
6000
Use Count
49
5H 263
CR 62.5
0.99
182
370
56
120
0.01
4
2
14400
14400
Use Count
49
SRFCH
US 34
0.86
5685
8370
52
4270
0.15
4
4
28800
28800
Use Count
49
RRX
WIDCH
0.11
5685
3310
52
4270
0.15
4
4
28800
28800
Use Count
49
WIDCH
CR 54
0.17
6289
12190
52
5730
0.21
4
4
28800
28800
Use Count
49
CR 54
RRX
0.12
5685
8370
52
4270
0.15
4
4
28800
28800
Use Count
49
CR 66
SH 392
1.01
83
100
26
30
0.01
4
2
6000
6000
Use Count
49
CR 62.5
RRX
1.00
11.5
130
40
50
0.01
4
2
6000
6000
Use Count
49
RRX
CR 66
0.51
90
100
31
40
001
4
2
6000
6000
Use Count
49
SRFCH
SH 14
3.87
89
160
15
30
0.01
2
2
6000
6000
Use Count
49
STR
SRFCH
1.22
105
180
21
50
0.02
2
2
6000
6000
Use Count
49
CR 74
SRFCH
212
102
150
15
20
0.01
2
2
14400
14400
Use Count
49
SRFCH
CR 74
0.01
105
150
28
40
0.01
2
2
14400
14400
Use Count
49
SH 14
CR 86
2.00
43
80
10
20
091
2
2
6000
6000
Use Count
49
CR 102
CR 114
5.96
20
30
7
10
0.00
8
2
6000
6000
Use Count
49
SRFCH
CR 102
5.98
54
90
17
30
0,01
2
2
6000
6000
Use Count
49
CR 90
SRFCH
091
54
30
17
20
0.00
2
2
14400
14400
Use Count
49
SRFCH
CR _90
0,01
25
_
40
8
10
0,00
2
2
14400
14400
Use Count
49
CR 114
CR 122
4,04
15
30
6
10
0,00
8
2
6000
6000
Use Count
50
CR 13
CR17
136
2858
6320
400
2520
0,22
3
2
14400
14400
Use Model
50
CL JOHNSTOWN
CL
0.25
62_4
4584
109
339
231
3
2
6000
6000
Use Model
50
CL
CL
0.10
0
4580
0
330
038
3
2
6000
6000
Use Model
50
CL
CR 13
0.49
0
4530
0
339
0,38
3
2
6000
6000
Use Model
50
CR 13
CR 13
0.11
1712
2070
108
80
208
3
2
13200
13200
Use Model
50
WIDCH
CR 53
134
942
1840
349
630
206
4
2
14400
14400
Use Count
50
CR41
CR 43
LOU
665
_
00
2_06
400
205
4
2
14400
14400
Use Count
50
STR
SRFCH
0.79
115
.130
33
40
491
4
2
6000
6000
Use Count
50
CR 47
SIR
017
115
130
33
40
0,01
4
2
6000
6000
Use Count
50
SRFCH
WIDCH
094
1841
3600
700
1390
0.13
4
2
14400
14400
Use Count
50
SRFCH
SRFCH
0,02
115
220
3_3
60
0.01
4
2
14400
14400
Use Count
50
SRFCH
CR 49
202
115
220
31
60
0.01
4
2
14400
14400
Use Count
50
CR 49
SRFCH
0,02
1841
_
31i0U
700
1310
013
4
2
14400
14400
Use Count
50
CR 61
SH 34
1.40
184
210
75
80
0.02
4
2
6000
6000
Use Count
50
CR 55
CR 57
1.00
450
880
189
370
0.03
4
2
14400
14400
Use Count
50
CR 53
CR 55
1.01
623
1220
224
440
0.04
4
2
14400
14400
Use Count
50
CR 59
CR 61
1.04
334
659
170
330
0.02
4
2
14400
14400
Use Count
50
STR
CR 59
0.76
322
630
148
290
0.02
4
2
14400
14400
Use Count
50
CR 57
STR
0.21
322
630
148
290
0.02
4
2
14400
14400
Use Count
50
STR
CR 67
0.28
112
130
28
30
0.01
4
2
6000
6000
Use Count
50
SRFCH
STR
1.27
130
150
41
50
0.01
4
2
6000
6000
Use Count
50
SH 34
SRFCH
0.08
184
r
370
75
150
0.01
4
2
14400
14400
Use Count
50
RRX
STR
0.24
469
920
150
290
0.03
4
2
14400
14400
Use Count
50
CR 380
RRX
0.03
469
920
150
290
0.03
4
2
14400
14400
Use Count
50
CR 69
BARR
0.53
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
50
CR 69
0.13
469
920
150
290
0.03
4
2
14400
14400
Use Count
STR
50
BGN
CR 97
0.86
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
51
CR 50
RRX
2.39
105
120
33
40
0.01
4
2
6000
6000
Use Count
51
SH 52
CL
1.03
0
0
0
0
0.00
7
2
14400
14400
No Model No Count
51
CR 8
SH 52
2.02
44
60
7
10
0.01
7
2
6000
6000
Use Count
51
CL
CR 16
1.01
0
0
0
0
0.00
7
2
14400
14400
No Model No Count
51
CR 16
RRX
0.30
0
0
0
0
0.00
7
2
14400
14400
No Model No Count
51
RRX
SERVICE RD
0,03
0
0
0
0
0.00
7
2
14400
14400
No Model No Count
51
CR 18
CR 22
1,99
29
40
9
10
0,00
7
2
6000
6000
Use Count
51
BARR
CR 18
0.55
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
51
CR 42
CR 44
1.00
34
40
7
10
0.00
4
2
6000
6000
Use Count
51
CR 44
CR 50
2,99
91
110
33
40
0.01
4
2
6000
6000
Use Count
51
CR 86
SRFCH
1.99
32
60
12
20
0,01
2
2
6000
6000
Use Count
51
STR
STR
2,03
1175
1630
271
380
0.06
2
2
14400
14400
Use Count
51
SH 263
CR 64
1,49
826
1700
281
580
0.06
4
2
14400
14400
Use Count
51
SH 34
CR 58
0.94
65
80
11
10
0.01
4
2
6000
6000
Use Count
51
RRX
SH 34
0.61
119
140
29
30
0,01
4
2
6000
6000
Use Count
51
CR 58
GATE
0,81
29
30
7
10
0,00
4
2
6000
6000
Use Count
51
CR 64
SH 392
2.00
828
''
1710
290
600
0.06
4
2
14400
14400
Use Count
51
SH 392
STR
0.42
1241
1720
310
430
0.06
2
2
14400
14400
Use Count
51
STR
SH 14
1.72
550
760
163
230
0.03
2
2
14400
14400
Use Count
51
CR 74
STR
2.93
1024
1420
256
350
0.05
2
2
14400
14400
Use Count
51
SH 14
CR 86
1.34
42
.80
13
20
0,01
2
2
6000
6000
Use Count
51
CR 106
CR 108
1.00
0
P
0
0
0
0,00
8
2
6000
6000
No Model No Count
51
SRFCH
CR 90
0.01
32
50
12
20
0.00
2
2
14400
14400
Use Count
51
CR 104
CR 106
1,00
0
0
0
0
(N0
8
2
6000
6000
No Model No Count
52
STR
CR 25
1,38
190
6570
124
230
0.55
3
2
6000
6000
Use Model
52
STR
CR 15.5
0.99
52
1480
7
180
0.37
3
2
6000
6000
Use Model
52
CR 13
SIR
0.50
72
4480
11
180
0.37
3
2
6000
6000
Use Model
52
RRX
CL MILLIKEN
0,47
0
1490
0
40
0.06
3
2
13200
13200
Use Model
52
CR 17
CR 17.5
0.51
558
12040
67
650
0.46
3
2
13200
13200
Use Model
52
CR 15.5
RRX
0.15
0
6800
0
270
0.57
3
2
6000
6000
Use Model
52
RRX
CR 17
0.35
94
6.800
15
270
0.57
3
2
6000
6000
Use Model
52
CR 17.5
RRX
0.05
0
15480
0
720
0.59
3
2
13200
13200
Use Model
52
RRX
STR
0.11
0
1490
0
40
0.06
3
2
13200
132.00
Use Model
52
STR
CL MILLIKEN
0.12
0
1490
0
40
0.06
3
2
13200
13200
Use Model
52
CL MILLIKEN
0.36
0
7650
0
320
0.64
3
2
6000
6000
Use Model
STR
52
CL MILLIKEN
0.03
0
7650
0
320
0.64
3
2
6000
6000
Use Model
STR
52
CR 27
CR 27.50 (TWO
0.49
63
8410
0
360
0.70
3
2
6000
6000
Use Model
52
CR 27.50
CL MILLIKEN
0.49
0
6840
0
260
0.57
3
2
6000
6000
Use Model
52
URBDRY
CR 43
1.90
551
800
77
100
0.03
4
2
14400
14400
Use Model
52
CL
CL
0.04
0
1410
0
140
0.05
3
2
13200
13200
Use Model
52
SH 85
RRX
0.03
0
1040
0
130
0.04
4
2
14400
14400
Use Model
52
RRX
URBDRY
0.10
0
1040
0
130
0.04
4
2
14400
14400
Use Model
52
CL
SERVICE RD
0.41
0
1410
0
160
0.05
3
2
13200
13200
Use Model
52
CR 45
CR 47
1.01
123
320
28
20
0.03
4
2
6000
6000
Use Model
52
CR 43
CR 45
1.03
139
320
28
20
0.03
4
2
6000
6000
Use Model
52
CR 47
STR
0.75
50
60
11
10
0.01
4
2
6000
6000
Use Count
52
STR
SRFCH
0.20
50
60
11
10
0.01
4
2
6000
6000
Use Count
52
SRFCH
SRFCH
0.02
50
120
11
30
0,00
4
2
14400
14400
Use Count
52
SRFCH
CR 49
0.03
50
120
11
30
090
4
2
14400
14400
Use Count
52
CR 61
CR 380
2.18
95
110
21
20
0.01
4
2
6000
6000
Use Count
52
CR 53
CR 57
IGO
109
120
32
40
0,01
4
2
6000
6000
Use Count
52
CR 89
CR 97
492
349
470
4
206
310
0.04
8
2
6000
6000
Use Count
53
CR 50
CL KERSEY
2.00
2102
4330
1
820
1690
0.15
4
2
14400
14400
Use Count
53
CR 16
RRX
0.49
124
170
31
40
0,01
7
2
6000
6000
Use Count
53
CR 6
CR 10
2..43
0
120
0
10
0,00
7
2
14400
14400
Use Model
53
COLI
CR4
1,00
78
110
13
20
0.01
7
2
6000
6000
Use Count
53
SRFCH
CR6
0.51
4
_
120
0
10
490
7
2
14400
14400
Use Model
53
CR 4
SRFCH
0.49
0
120
0
10
0.01
7
2
6000
6000
Use Model
53
CR 10
SH 52
199
441
870
79
160
0,03
7
2
14400
14400
Use Count
53
BEG
CR 16
0.75
0
0
0
0
0.00
7
2
1800
1800
No Model No Count
53
CR 34
CR 40
3,00
432
850
-{
213
420
0.03
4
2
14400
14400
Use Count
53
SH 76
CR 20
1.44
54
80
6
10
0.01
7
2
6000
6000
Use Count
53
RRX
SH 76
0,07
124
170
31
40
0.01
7
2
6000
6000
Use Count
53
STR
CR 44
0.28
708
1390
it
304
590
095
4
2
14400
14400
Use Count
53
CR 40
SIR
1.72
648
1)70
293
570
0.04
4
2
14400
14400
Use Count
53
CR 44
CR 50
2.99
1674
3450
708
1460
0.12
4
2
14400
14400
Use Count
53
SH 392
CR 74
3.01
133
2410
1
32
60
0.02
2
2
6000
6000
Use Count
53
SH 37
RRX
1.96
346
390
108
120
0.03
4
2
6000
6000
Use Count
53
SH 34
CR 58
0.94
4851
10260
1601
1380
4.36
4
2
14400
14400
Use Count
53
CR 388
CR 60
0.42
4321
9130
1469
3110
0.32
4
2
14400
14400
Use Count
53
CR 58
CR 388
0.59
4588
9700
1560
_ 2300
0.34
4
2
14400
14400
Use Count
53
CR 60
CR 60,5
0,50
4223
.8930
ir
1436
3040
0.31
4
2
14400
14400
Use Count
53
STR
SH 392
0.89
311
350
112
130
0.03
4
2
6000
6000
Use Count
53
RRX
STR
0.63
285
320
86
100
0.03
4
2
6000
6000
Use Count
53
CR 74
STR
2.00
237
390
38
60
0.03
2
2
6000
6000
Use Count
53
STR
CR 80
0.98
39
70
13
20
0.01
2
2
6000
6000
Use Count
53
CR 90
END
3.00
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
53
CR 108
CR 112
2.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
53
CR 112
CR 114
0.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
53
CR 122
LG
0.99
0
0
.
0
0
0.00
8
2
1800
1800
No Model No Count
54
STR
RRX
0.52
5627
_
32850
844
1850
0.43
3
4
38400
38400
Use Model
54
WIDCH
STR
0.51
5668
33940
794
1970
0.44
3
4
38400
38400
Use Model
54
CR 13
WIDCH
0.18
0
33940
_,
0
1970
0.44
3
4
38400
38400
Use Model
54
CR 17
STR
1.47
5534
17570
719
880
0.25
3
4
36000
36000
Use Model
54
RRX
CR 17
0.61
5507
25200
826
1450
0.35
3
4
36000
36000
Use Model
54
RRX
RRX
0.17
0
31110
0
1700
0.43
3
4
36000
36000
Use Model
54
STR
SH 257
0.51
0
22570
0
1150
0.31
3
4
36000
36000
Use Model
54
SURFCH
CR 51
0.82
811
950
97
110
0.08
4
2
6000
6000
Use Count
54
STR
CR 45
1.25
0
0
0
0
0.00
4
2
14400
14400
Use Model
54
1ST AV
URBDRY
016
0
1530
0
230
0,06
4
2
13200
13200
Use Model
54
STR
STR
0.55
0
1.50
0
230
0
4
2
14400
14400
Use Model
54
URBDRY
STR
0.05
0
1.30
0
230
0,0.6
4
2
13200
13200
Use Model
54
CR 45
CR 47
1 00
1877
3670
375
730
0,13
4
2
14400
14400
Use Count
54
CR 47
CR 54 WEST
028
1629
_
1190
175
730
0,11
4
2
14400
14400
Use Count
54
CR 54 WEST
WIDCH
,
0.20
0
0
.
0
0
0.00
4
2
14400
14400
No Model No Count
54
WIDCH
CR 54 EAST
0.16
0
0
0
0
200
4
2
14400
14400
No Model No Count
54
CR 49
SRFCH
492
0
0
0
0
0104
4
2
14400
14400
No Model No Count
54
WIDCH
SRFCH
0,04
0
0
0
0
0.00
4
2_
14490
14400
No Model No Count
54
SRFCH
CR 49
0.02
0
0
0
0
490
4
2
14400
14400
No Model No Count
54
SRFCH
WIDCH
0.02
0
0
0
0
0.04
4
2
14400
14400
No Model No Count
54
CR 55
SH 34
1_82
23
i
30
5
10
499
4
1
6000
6000
Use Count
55
CR 124
CB126
1,01
0
0
0
0
499
8
2
6000 ,
6000
No Model No Count
55
STR
CR 54
0.52
108
130
23
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0.41
4
2
6000
6000
Use Count
55
CR 4
51 52
492
80
90
15
20
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7
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6000
6000
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55
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CR 4
1.04
63
1780
13
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7
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6000
6000
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55
SH 52
SIR
1,81
54
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6000
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55
STR
CR 16
_
0.18
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0
20
0.01
7
2
6000
6000
Use Model
55
CR 20
ENQ
0,98
216
920
136
100
0.08
7
2
6400
6000
Use Model
55
CR 18
CR 20
1.00
900
920
1
369
100
0,08
7
2
6000
6000
Use Model
55
CR 40
CR 50
4,99
102
120
16
20
0.01
4
2
6000
6000
Use Count
55
CR 36
CR 40
1.99
42
50
0
0
0.00
4
2
6000
6000
Use Count
55
CR 50
STR
1.47
108
130
23
30
0.01
4
2
6000
6000
Use Count
55
SH 392
CR 74
3.02
653
920
A 141
200
0.03
2_
2
14400
14400
Use Count
55
CR 62
CR 62.5
0.49
2959
7580
1065
2730
0.20
4
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19200
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Use Count
55
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64
CR 29
CR 29.3
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0
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3
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26400
26400
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64
CR 27
CR 29
1.01
2912
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670
1620
0.40
3
2
22800
22800
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64
RRX
CR 31
0.42
3535
21920
813
1920
0.42
3
2
26400
26400
Use Model
64
CR 29.3
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0.33
3535
21760
813
1910
0.41
3
2
26400
26400
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64
RRX
0.73
792
520
253
100
0.02
4
2
12000
12000
Use Model
STR
64
URBDRY
CR 49
0.80
56
340
12
20
0.03
4
2
6000
6000
Use Model
64
CR 47
SRFCH
0.08
0
340
0
20
0.01
4
2
14400
14400
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64
SRFCH
URBDRY
0.13
99
340
27
20
0.03
4
2
6000
6000
Use Model
64
CR 51
SH 37
1.99
28
30
4
0
0.00
4
2
6000
6000
Use Count
64
CR 57
SRFCH
2.50
140
160
48
50
0.01
4
2
6000
6000
Use Count
64
SRFCH
END
0.35
12
10
0
0
0.00
4
2
6000
6000
Use Count
65
CR 14
CR 18
2.00
25
30
2
0
0.00
7
2
6000
6000
Use Count
65
CR 2
SRFCH
2.92
62
90
12
20
0.01
7
2
6000
6000
Use Count
65
SRFCH
SH 52
2.09
487
960
168
330
0.03
7
2
14400
14400
Use Count
65
CR 50
CR 52.7
1.20
34
40
10
10
0.00
4
2
6000
6000
Use Count
65
SRFCH
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0.54
0
190
0
40
0.02
2
2
6000
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65
CR 74
WIDCH
2.77
102
190
19
40
0.02
2
2
6000
6000
Use Count
65
WIDCH
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0.24
0
120
0
40
0.02
2
2
6000
6000
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65
SH 14
CR 92
1.00
0
0
0
0
0,00
2
2
6000
6000
No Model No Count
66
STR
SH 37
2.76
99
110
25
30
0,01
4
2
6000
6000
Use Count
66
CR 35
CR 37
0.75
802
9210
96
880
0.26
3
2
18000
18000
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66
CR 25.75
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2,01
186
2730
39
140
0.10
3
2
13200
13200
Use Model
66
CR 23,75
CR 25.75
1.09
243
1450
90
90
0.05
3
2
13200
13200
Use Model
66
CL
CR 35
0.67
1689
3600
253
220
0.13
3
2
14400
14400
Use Model
66
URBDRY
CR 45
1.51
558
1170
262
150
0.04
4
2
14400
14400
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66
RRX
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1.48
504
4200
171
810
0,16
4
2
13200
13200
Use Model
66
CR 37
SH 85
1.00
834
5810
158
850
0.16
3
2
18000
18000
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66
SH 85
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0.02
0
7830
0
1080
0,30
4
2
13200
13200
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66
CR 45
WIDCH
0.73
397
630
202
50
0,02
4
2
14400
14400
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66
CR47
STR
0,90
101
120
26
30
0,01
4
2
6000
6000
Use Count
66
CR 47
WIDCH
0,15
102
220
24
50
0,01
4
2
14400
14400
Use Count
66
WIDCH
WIDCH
0,12
0
490
0
30
0,02
4
2
13200
13200
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66
WIDCH
CR 47
0.15
0
490
0
30
0.02
4
2
13200
13200
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66
WIDCH
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0.15
102
220
24
50
0.01
4
2
14400
14400
Use Count
66
SH 37
CR 57
1.00
93
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110
33
40
0.01
4
2
6000
6000
Use Count
66
CR 59
CR 63
1.98
131
150
41
50
0.01
4
2
6000
6000
Use Count
66
BGN
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0.25
0
0
0
0
0.00
4
2
6000
6000
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66
CR 85
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0.40
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
67
CR 124
STR
2.87
33
50
15
20
0.00
8
2
6000
6000
Use Count
67
CR 16
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2.00
26
40
7
10
0.00
7
2
6000
6000
Use Count
67
CR 4.75
SH 52
3.29
48
70
7
10
0.01
7
2
6000
6000
Use Count
67
CR 2
CR 4
1.00
16
20
3
0
0,00
7
2
6000
6000
Use Count
67
CR 4
CR 4.75
0.77
22
30
3
0
0.00
7
2
6000
6000
Use Count
67
SH 52
CR 16
1.99
98
144
48
70
0.01
7
2
6000
6000
Use Count
67
CR 16
END
0.34
26
40
7
10
0.00
7
2
6000
6000
Use Count
67
CR 50
CR 380
0.36
49
60
11
10
0.01
4
2
6000
6000
Use Count
67
CR 68
SH 392
2.08
142
U
200
80
110
0.01
2
2
14400
14400
Use Count
67
CR 120
N GRASSLAND
0.97
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
67
N GRSSLAND BDRY
CR 124
1.04
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
67
STR
CR 132
1.13
33
50
j
16
30
0.00
8
2
6000
6000
Use Count
_ 68
SRFCH
CR 43
5.69
586
930
340
540
0.08
8
2
6000
6000
Use Count
68
CR 63
SRFCH
0.50
39
2930
t
14
1520
0.10
4
2
14400
14400
Use Count
68
CR 392
CR 68
0.38
1421
2930
739
1520
0.10
4
2
14400
14400
Use Count
68
SH 392
STR
0.02
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
68
CR 61
CR 61.4
0.48
1486
3060
817
1680
0.11
4
2
14400
14400
Use Count
68
STR
CR 61
0.28
1421
2930
739
1520
0.10
4
2
14400
14400
Use Count
68
CR 61.6
STR
0.26
1502
3090
886
1830
0.11
4
2
14400
14400
Use Count
68
STR
CR 61.6
0.03
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
68
CR 61.4
STR
0.15
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
68
STR
CR 63
0.06
1502
3090
886
1830
0.11
4
2
14400
14400
Use Count
68
CR 69
SRFCH
1.34
804
1570
458
900
0.05
4
2
14400
14400
Use Count
68
CR 67
WIDCH
0.28
833
1630
475
930
0,06
4
2
14400
14400
Use Count
68
SRFCH
CR 67
1.48
1270
2620
749
1540
0.09
4
2
14400
14400
Use Count
68
WIDCH
CR 69
0.74
833
1630
475
930
0.06
4
2
14400
14400
Use Count
68
CR 89
CR 93
2.02
31
50
11
20
0.00
8
2
6000
6000
Use Count
68
STR
CR 89
2.80
137
230
59
100
0.02
8
2
6000
6000
Use Count
68
CR 83
STR
0.18
0
230
0
100
0.02
8
2
6000
6000
No Model No Count Derived
68
CR 93
CR 97
2,12
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
69
CR 124
CR 130
2.99
0
Q
0
0
0.00
8
2
6000
6000
No Model No Count
69
CR 16
CR 20
1,99
48
70
7
10
0.01
7
2
6000
6000
Use Count
69
SH 52
CR 16
1.99
105
150
37
50
0.01
7
2
6000
6000
Use Count
69
STR
CR 380
0,58
490
c
980
147
300
0.03
4
2
14400
14400
Use Count
69
SH 34
0,72
490
980
147
300
0.03
4
2
14400
14400
Use Count
STR
69
CR 50
GATE
0.86
0
0
0
0
0.00
4
2
14400
14400
No Model No Count
69
END
SH 14
1.04
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
69
CR 68
SH 392
3.02
22
40
10
20
0.00
2
2
6000
6000
Use Count
69
CR 80
END
0.52
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
69
SRFCH
CR 80
2.68
111
190
46
80
0.02
2
2
6000
6000
Use Count
69
BGN
CR 74
0.34
79
110
57
80
0.00
2
2
14400
14400
Use Count
69
CR 74
SRFCH
0.03
111
160
46
70
0.01
2
2
14400
14400
Use Count
69
CR 96
CR 104
3.98
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
69
SH 14
CR 96
3.01
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
69
CR 114
SIR
1.15
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
69
CR 110
CR 114
2.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
69
CR 120
1,86
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
STR
69.25
CR 74
SH 392
0.23
299
410
90
120
0.01
2
2
14400
14400
Use Count
70
RRX
CR 23
0.72
0
12 0
0
1140
0.51
1
2
12000
12000
Use Model
70
CR 19
CR 21
0.99
652
14390
46
1180
0.55
1
2
13200
13200
Use Model
70
CR 21
CL SEVERANCE
0.07
0
12210
0
1140
0.51
1
2
12000
12000
Use Model
70
STR
1.40
47
80
10
20
0.01
2
2
6000
6000
Use Count
STR
70
CR 37
0.63
98
1490
19
80
0 12
1
2
6000
6000
Use Model
STR
70
CR 27
STR
4.41
37
2350
9
100
0.20
1
2
6000
6000
Use Model
70
CR 2.5
CR 27
1.10
62
4010
19
190
0.33
1
2
6000
6000
Use Model
70
CL
SRFCH
0.43
443
5650
58
280
0.21
1
2
13200
13200
Use Model
70
SRFCH
CR 25
0.50
0
5650
0
280
0.47
1
2
6000
6000
Use Model
70
RRX
CR 43
2.27
110
190
23
40
0.02
2
2
6000
6000
Use Count
70
CR 37
SH 85
0.70
159
1910
25
130
0.07
1
2
14400
14400
Use Model
70
SH 85
RRX
0.02
0
680
0
50
0.06
2
2
6000
6000
Use Model
70
STR
STR
1.55
160
29n
45
80
0.02
2
2
6000
6000
Use Count
70
STR
0.03
81
140
15
30
0.01
2
2
6000
6000
Use Count
STR
70
STR
STR
0.20
81
140
15
30
0.01
2
2
6000
6000
Use Count
70
CR 43
STR
0.11
81
140
15
30
0.01
2
2
6000
6000
Use Count
70
SIR
STR
0.11
81
i
140
15
30
0.01
2
2
6000
6000
Use Count
70
STR
STR
0.07
81
140
15
30
0,01
2
2
6000
6000
Use Count
70
CR 55
CR 57
1.00
88
150
11
60
0.01
2
2
6000
6000
Use Count
70
CR 53
END
0,46
53
120
9
20
0,01
2
2
6000
6000
Use Count
70
CR 53
CR 53
1.01
66
120
2.6
50
401
2
2
6000
5000
Use Count
70
STR
STR
0.36
34
60
9
20
0.01
2
2
6000
6000
Use Count
70
STR
CR 51
0,14
34
6_0
9
20
041
2
2
6000
6000
Use Count
70
END
CR 55
0.23
0
0
0
0
040
2
2
6000
6000
No Model No Count
70
CR 59
CR 61
1.00
40
74 -
13
2.0
001
2
2
6000
6000
Use Count
70
CR 57
CR 59
1.00
97
17's
39
70
0.01
2
2
6000
6000
Use Count
•
; .
; . 4
•
•
• •
:••
:••
70
BGN
CR 83
0.48
0
0 =_
0
0
0.00
8
2
1800
1800
No Model No Count
70
CR 85
END
0,74
0
0 '
a
a
0.00
8
2
1800
1800
No Model No Count
71
CR 14
CR 18
2.00
47
7 ,
8
10
0.01
7
2
6000
6000
Use Count
71
CR 6
CR 10
2.00
0
0 .
0
0
0.40
7
1
2
60.00
6000
No Model No Count
71
BGN
CR 6
0.36
D
0.-
0
0
0,44
7
2
6000
6000
No Model No Count
• •
•
•
• ••
7
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71
N GRASSLAND
SI-
14
2.00
0
e '
0
50
0.01
2
2
6000
6000
No Model No Count Derived
71
CR 80
N GRASSLAND
3.03
42
26
50
0.01
2
2
6000
6000
Use Count
71
5H 392
CR 80
2.00
53
Au.
29
50
0.01
2
2
6000
6000
Use Count
71
CR 130
CR 140
4,99
80
13O
37
60
0,01
8
2
6000
6000
Use Count
72
CR 19
0.90
0
5790
0
290
0,22
1
2
13200
13200
Use Model
STR
72
SI-I 257
STR
0.09
0
318°
0
310
0,23
1
2
13200
13200
Use Model
72
STR
STR
0,93
64
13•',
5
10
0.01
2
2
6000
6000
Use Count
72
CR 35
CR 37
1.00
97
290
13
40
0.02
1
2
6000
6000
Use Count
72
CR 29
CR 31
1,• 1
= ' �: - -..
30
90
0.02
1
2
6000
6000
Use Count
72
CR 25
CR 27
1,08
68
200
10
30
0.02
1
2
6000
6000
Use Count
72
SEVERANCE CL
CR 25
0.15
0
0
0
0
0.00
1
2
6000
6000
No Model No Count
72
CR 27
CR 29
1.00
59
170
9
30
0,01
1
2
6000
6000
Use Count
72
CR 31
CR 33
1.02
71
210
19
60
0.02
1
2
6000
6000
Use Count
72
CR 33
CR 35
1.01
59
170
8
20
0.01
1
2
6000
6000
Use Count
72
CR 41
STR
0.95
39
70
5
10
0.01
2
2
6000
6000
Use Count
72
RRX
CR 41
1.42
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
72
CR 37
SH 85
0.55
82
150
11
20
0.01
2
2
6000
6000
Use Count
72
SH 85
RRX
0.02
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
72
CR 45
CR 47
1.01
57
110
11
20
0.01
2
2
6000
6000
Use Count
72
STR
CR 43
0.05
39
70
5
10
0.01
2
2
6000
6000
Use Count
72
CR 47
STR
0.59
77
150
0
0
0.01
2
2
6000
6000
Use Count
72
STR
STR
0.14
77
150
0
0
0.01
2
2
6000
6000
Use Count
72
CR 55
CR 59
1.99
111
230
0
0
0.02
2
2
6000
6000
Use Count
72
STR
CR 51
0.29
50
100
9
20
0.01
2
2
6000
6000
Use Count
72
BGN
CR 55
0.49
0
0
0
0
0.00
2
2
6000
6000
No Mode! No Count
73
CR 16
RRX
4.51
514
1010
189
370
0.04
7
2
14400
14400
Use Count
73
ADAMS COLI
CR 8
3.00
0
0
0
0
0.00
7
2
6000
6000
No Model No Count
73
SH 52
CR 16
2,00
534
1050
182
360
0.04
7
2
14400
14400
Use Count
73
CR 8
SH 52
2.00
37
50
5
10
0.00
7
2
6000
6000
Use Count
73
CR 73
CR 24,4
0,05
0
0
0
0
0.00
7
2
14400
14400
No Model No Count
73
RRX
SERVICE RD
0.07
0
0
0
0
0.00
7
2
14400
14400
No Model No Count
73
CR 104
CR 110
3.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
73
CR 102
CR 104
1.08
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
73
CR 120
END
0.28
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
74
CR 15
WINDSOR CL
0.79
11220
22740
1010
1800
0.59
1
2
19200
19200
Use Model
74
STR
CR 19
0,47
0
21980
0
1690
0.61
1
2
18000
18000
Use Model
74
CL SEVERANCE
STR
0.41
13628
22250
1635
1710
0,62
1
2
18000
18000
Use Model
74
CL SEVE ANCE
CL SEVERANCE
0 48
7963
12310
717
970
0 36
1
2
18000
18000
Use Model
74
CL SEVERANCE
CL SEVERANCE
0,23
0
12810
0
970
0.44
r
1
2
14400
14400
Use Model
74
SRFCH
CR 79
4.37
0
30
0
0
0.00
2
2
6000
6000
Use Model
74
CR 49
CR 51
0.94
1282
1780
256
350
0.06
2
2
14400
14400
Use Count
74
CR 29
CR 31
1.01
3416
5970
615
420
0.16
1
2
19200
19200
Use Model
74
CR 25
CR 27
1,01
3351
5970
335
420
0.16
1
2
19200
19200
Use Model
74
CR 27
CR 29
1.07
3096
5970
557
420
0,17
1
2
18000
18000
Use Model
74
CR 31
CR 33
1,01
4053
12530
730
770
0.33
1
2
19200
19200
Use Model
74
CR 41
STR
0,98
1936
2680
407
560
0,09
2
2
14400
14400
Use Count
74
CR 39
CR 41
1.00
2250
3120
405
560
0.11
2
2
14400
14400
Use Count
74
CR 45
CR 47
1,01
1733
2.400
399
550
0.08
2
2
14400
14400
Use Count
74
CR 43
CR 45
1.00
1650
2290
380
530
0.08
2
2
14400
14400
Use Count
74
STR
CR 43
0.02
1936
2680
407
560
0,09
2
2
14400
14400
Use Count
74
CR 47
CR 49
1,00
1424
1970
271
380
0,07
2
2
14400
14400
Use Count
74
CR 61
CR 65
1.98
423
590
140
190
0.02
2
2
14400
14400
Use Count
74
CR 55
CR 57
1.00
989
1370
277
380
0.05
2
2
14400
14400
Use Count
74
CR 53
CR 55
1.00
856
1190
223
310
0.04
2
2
14400
14400
Use Count
74
STR
CR 53
0.86
1094
1520
263
360
0.05
2
2
14400
14400
Use Count
74
CR 51
STR
0.12
1094
1520
263
360
0.05
2
2
14400
14400
Use Count
74
CR 51
CR 51
0.02
1094
1520
263
360
0.05
2
2
14400
14400
Use Count
74
CR 59
CR 61
1.00
788
r
1090
276
380
0.04
,
2
2
14400
14400
Use Count
74
CR 57
CR 59
1.00
890
1230
276
380
0.04
2
2
14400
14400
Use Count
74
STR
SH 392
0.41
0
80
0
0
0.00
2
2
14400
14400
Use Model
74
CR 65
STR
0.71
0
80
0
0
0.00
2
2
14400
14400
Use Model
74
WIDCH
CR 69
0.95
0
0
0
0
0.00
2
2
14400
14400
No Model No Count
74
BARR
CR 69
0.24
0
80
0
0
0.00
2
2
14400
14400
Use Model
74
WIDCH
BARR
0.56
0
SO
0
0
0.00
2
2
14400
14400
Use Model
74
WIDCH
SRFCH
0.37
0
30
0
0
0.00
2
2
14400
14400
Use Model
74
CR 69
SRFCH
0.16
0
30
0
0
0.00
2
2
6000
6000
Use Model
74
CR 69
SH 392
0.03
0
80
0
0
0.00
2
2
14400
14400
Use Model
74
SH 392
BARR
0.05
0
80
0
0
0.00
2
2
14400
14400
Use Model
74
SRFCH
CR 69.25
0.08
0
30
0
0
0.00
2
2
14400
14400
Use Model
74
CR 69.25
WIDCH
0.04
767
112_0
368
540
0.04
2
2
14400
14400
Use Count
74
CR 69
SH 392
0,18
0
0
0
0
0.00
2
2
14400
14400
No Model No Count
74
CR 101
CR 109
4.04
0
30
0
0
0.00
8
2
6000
6000
Use Model
74
CR 79
CR 93
6.96
30
30
7
0
0.00
8
2
, 6000
6000
Use Model
74
CR 97
CR 101
2,05
0
30
i
0
0
0.00
8
2
6000
6000
Use Model
74
CR 93
CR 97
2.00
0
30
0
0
0.00
8
2
6000
6000
Use Model
74
STR
CR 131
6.25
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
74
MORGAN CR
STR
0.54
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
74
CR 149
END
0,22
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
75
CR 122
CR 132
5.03
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
75
CR 8
SH 52
2.01
24
40
3
0
0.00
8
2
6000
6000
Use Count
75
CR 100
CR 102
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
75
CR 120
CR 122
1,04
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
76
CR 13
CL WINDSOR
0.45
0
0
0
0
0.00
1
2
3000
3000
No Model No Count
76
CL WINDSOR
SH 257
0.79
0
0
0
0
0.00
1
2
3000
3000
No Model No Count
76
CR 129
SH 52
2.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
76
STR
CR 51
1,80
78
140
20
40
0.01
2
2
6000
6000
Use Count
76
CR 35
CL
1.03
1720
5830
310
1050
0.20
1
2
14400
14400
Use Count
76
CR 29
STR
1,51
72
.130
12
30
0.02
1
2
6000
6000
Use Count
76
STR
CR 27
0,81
146
840
24
40
0.07
1
2
6000
6000
Use Model
76
CR 23
STR
1.21
146
840
20
40
0,07
1
2
6000
6000
Use Model
76
CR 27
CR 29
1.02
202
840
42
40
0.03
1
2
14400
14400
Use Model
76
SIR
CR 33
0.55
157
390
33
80
0.03
1
2
6000
6000
Use Count
76
CR 33
CR 35
1.00
948
3210
209
710
0.11
1
2
14400
14400
Use Count
76
CR 41
STR
1.13
157
260
52
90
0.02
2
2
6000
6000
Use Count
76
CR 39
SRFCH
0.17
0
330
0
110
0.01
2
2
14400
14400
No Model No Count Derived
76
RRX
CR 39
0.95
0
0
0
0
0.00
2
2
13200
13200
No Model No Count
76
SRFCH
SRFCH
0.58
0
330
0
110
0.01
2
2
14400
14400
No Model No Count Derived
76
SRFCH
CR 41
0.25
194
330
64
110
0.03
2
2
6000
6000
Use Count
76
STR
STR
2.04
103
190
16
30
0.02
2
2
6000
6000
Use Count
76
CR 51
CR 59
3.99
72
130
9
20
0.01
2
2
6000
6000
Use Count
76
CR 103
CR 105
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
76
CR 85
CR 87
0.93
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
76
SRFCH
CR 127
3.33
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
76
CR 119
SRFCH
0.69
0
0 =
0
0
0.00
8
2
6000
6000
No Model No Count
76
SH 52
CR 139
2.64
0
U'
0
0
0.00
8
2
6000
6000
No Model No Count
76
CR 149
SH 71
3.02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
76
SH 71
CR 157
1.00
0
O`
0
0
0.00
8
2
6000
6000
No Model No Count
77
CR 124
CR 126
0.93
442
2770
243
30
0.10
8
2
14400
14400
Use Model
77
SH 14
STR
1.83
919
4770
,
505
_ 30
0.07
8
2
19200
19200
Use Model
77
CR 16
CR 18
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
77
SH 52
CR 16
2.00
101
230
39
90
0.01
8
2
14400
14400
Use Count
77
STR
CR 110
1.63
650
2770
286
30
0.10
8
2
14400
14400
Use Model
77
STR
CR 100
3.15
919
170
487
30
0.07
8
2
19200
19200
Use Model
77
STR
CR 106
1.97
901
2770
405
30
0.10
8
2
14400
14400
Use Model
77
CR 100
SIR
L03
901
2710
'
405
30
0.10
8
2
14400
14400
Use Model
77
CR 106
SIR
0.45
746
2770
336
30
0.10
8
2
14400
14400
Use Model
77
CR 116
CR 118
LOO
644
2770
283
30
0,10
8
2
14400
14400
Use Model
77
CR 110
CR 114
2,00
862
_2770
,
379
39
0.10
8
2
14400
14400
Use Model
77
CR 114
CR 116
1.00
991
2770.
396
10
210
8
2
14400
14400
Use Model
77
CR 120
CR 122
1,03
614
2770
332
30
0.10
8
2
14400
14400
Use Model
77
CR 118
CR 120
1.00
$76
1770
394
30
210
8
2
14400
1.4400
Use Model
77
CR 122
CR 124
1.01
671
_2779
282
39
0.10
8
2
14400
14400
Use Model
77
CR 132
CR 136
1.89
714
2170
471
30
010
8
2
14400
14400
Use Model
77
CR 128
CR 132
2.01
388
2770
221
30
0,10
8
2
14400
14400
Use Model
77
CR 126
CR 128
1 01
736
2770
478
30
0.10
8
2
14400
14400
Use Model
77
CR 126
CR 126
0.06
0
2770
=
0
30
0.10
8
2
14400
14400
Use Model
77
CR 124
CR 126
0,06
0
0
_
.0
0
0,00
8
2
14400
14400
No Model No Count
77
CR 77
CR 136
098
0
0
0
0
_
200
�
8
2
14400
14400
No Model No Count
78
STR
SH 257
125
106
310
23
70
0.03
1
2
6000
6000
Use Count
78
CR 13
STR
969
67
2.00
12
40
0.02
1
2
6000
6000
Use Count
78
SH 257
CR 21
2.07
78
210
_
11
30
202
1
2
6000
6000
Use Count
78
CR 35
SH 85
274
0
0
4.
2
0
200
1
2
6000
6000
No Model No Count
78
CR 29
CR 31
1,01
51
140
3
10
201
1
2
6000
6000
Use Count
78
CR 23
CR 27
2,04
132
320
33
80
243
1
2
6000
6000
Use Count
78
CR 27
STR
0.51
140
340
45
110
203
1
2
6000
6000
Use Count
78
STR
STR
0,39
140
340
45
110
0.03
1
2
6000
6000
Use Count
78
STR
CR 29
014
_
0
340
0
110
_
0.03
1
2
6000
6000
No Model No Count Derived
78
CR 41
CR 43
0.99
52
90
17
30
0.01
2
2
6000
6000
Use Count
78
CR 39
CR 41
1.00
69
120
17
30
0.01
2
2
6000
6000
Use Count
78
RRX
CR 39
1.48
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
78
SH 85
RRX
0.02
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
78
STR
CR 45
0.51
89
160
13
20
0 01
2
2
6000
6000
Use Count
78
CR 43
STR
0.50
89
160
13
20
0.01
2
2
6000
6000
Use Count
78
CR 45
END
0.52
0
0
0
0
0.00
2
2
1800
1800
No Model No Count
78
CR 55
CR 65
4.94
95
180
21
40
0.02
2
2
6000
6000
Use Count
78
CR 101
CR 109
4.04
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
78
CR 121
CR 123
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
78
CR 127
CR 129
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
78
CR 143
CR 149
3.00
0
I 0
0
0
0.00
8
2
6000
6000
No Model No Count
78
CR 139
CR 143
1.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
78
CR 153
SH 71
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
78
CR 149
CR 153
2.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
78
SH 71
CR 157
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
79
SH 52
CR 18
3.00
0
Q
0
0
0.00
8
2
6000
6000
No Model No Count
79
CR 84
SH 14
3.03
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
79
CR 74
CR 84
5.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
79
GATE
CR 74
1,07
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
79
SRFCH
CR 114
0.73
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
79
CR 120
CR 122
1,01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
79
CR 132
CR 136
1.98
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
79
CR 136
CR 140
2.28
1080
it. 2510
740
1720
0.09
8
2
14400
14400
Use Count
80
SIR
CR 23
1,00
107
300
28
80
0,03
1
2
6000
6000
Use Count
80
CR 15
5H 257
0,99
994
3700
89
330
0,13
1
2
14400
14400
Use Count
80
CL TIMNATH
CR 15
0,46
0
0
0
0
0.00
1
2
13200
13200
No Model No Count
80
CR 13
CL TIMNATH
0.46
0
0
0
0
0.00
1
2
13200
13200
No Model No Count
80
CR 19
1.00
77
220
20
60
0.02
1
2
6000
6000
Use Count
STR
80
CR 129
SH 52
2,01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
80
STR
CR 85
5.09
50
84
16
20
0.01
8
2
6000
6000
Use Count
80
RRX
SRFCH
0.31
149
210
25
40
0.01
2
2
14400
14400
Use Count
80
CR 29
CR 31
1.01
103
240
52
120
0.02
1
2
6000
6000
Use Count
80
CL
STR
1.91
199
500
48
120
0.04
1
2
6000
6000
Use Count
80
STR
CR 29
0.16
199
500
48
120
0.04
1
2
6000
6000
Use Count
80
CR 35
SH 85
0.42
77
150
0
0
0.01
2
2
6000
6000
Use Count
80
SH 85
RRX
0.01
149
210
25
40
0.01
2
2
14400
14400
Use Count
80
CR 41
CR 43
0,98
42
70
13
20
0,01
2
2
6000
6000
Use Count
80
CR 39
STR
0,15
0
30
0
80
0.11
2
2
6000
6000
Use Model
80
CR 37
STR
0.81
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
80
SRFCH
0.24
149
,_ 0
25
40
0.02
2
2
6000
6000
Use Count
STR
80
CR 37
0.04
149
25
40
0.02
2
2
6000
6000
Use Count
STR
80
STR
CR 39
0.43
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
80
STR
CR 41
0.85
72
; 0
15
30
0.01
2
2
6000
6000
Use Count
80
CR 43
CR 45
1.00
40
80
6
10
0.01
2
2
6000
6000
Use Count
80
CR 53
CR 55
0.99
174
40
96
130
0.01
2
2
14400
14400
Use Count
80
CR 51
CR 55
1.00
219
'300
107
150
0.01
2
2
14400
14400
Use Count
80
CR 69
CR 71
1.01
18
C40
0
0
0.00
2
2
6000
6000
Use Count
80
CR 71
STR
1.15
21
.40
0
0
0.00
2
2
6000
6000
Use Count
80
STR
SH 392
0.65
0
'40
0
0
0.00
2
2
6000
6000
No Model No Count Derived
80
SH 392
STR
0.16
0
SO
0
20
0.01
2
2
6000
6000
No Model No Count Derived
80
CR 93
CR 105
6.03
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
80
CR 85
STR
3.12
106;
170
73
120
0.01
8
2
6000
6000
Use Count
80
STR
CR 93
0.85
0
170
0
120
0.01
8
2
6000
6000
No Model No Count Derived
80
CR 115
CR 123
4.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
80
CR 105
CR 115
5.04
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
80
SH 52
CR 135
0.60
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
80
CR 149
CR 151
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
81
CR 16
CR 18
0.98
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
81
CR 2
SH 52
5.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
81
SH 52
CR 16
2.01
0
0
0
0
0 00
8
2
6000
6000
No Model No Count
81
CR 84
CR 86
1.01
0
O
0
0
0.00
8
2
6000
6000
No Model No Count
81
SYSCH
CR 84
035
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
81
SRFCH
SRFCH
0.50
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
81
SH 14
CR 92
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
81
CR 92
SRFCH
0,50
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
81
GATE
CR 120
1.14
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
81
CR 132
CR 134
0.98
0
0
, 0
0
0,00
8
2
6000
6000
No Model No Count
81
CR 136
CR 140
1.99
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
82
CR 131
SH 52
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
82
SH 14
CR 51
0.74
5.09
670
183
240
0,02
2
2
19200
19200
Use Count
82
BGN
SH 392
0.30
0
0
0
0
0,00
2
2
6000
6000
No Model No Count
82
CR 79
SRFCH
0.38
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
82
CR 127
CR 129
1.00
0
0
0
0
000
8
2
6000
6000
No Model No Count
82
CR 139
CR 147
4,00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
82
SH 52
CR 139
2.58
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
82
CR 153
SH 71
1,01
0
0
0
0
000
8
2
6000
6000
No Model No Count
82
CR 147
CR 149
1.00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
82
SH 71
CR 157
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
83
CR 120
CR 126
3.04
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
83
CR 6
CR 10
2,01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
83
BGN
CR 4
0,46
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
83
CR 4
CR 6
1,90
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
83
SH 52
cR 14
1.00
D
2
a
0
0.00
8
2
6000
6000
No Model No Count
83
CR 10
5H 52
100
0
0
0
0
490
8
2
6000
6000
No Model No Count
83
CR 68
CR 74
2,98
30
50
0
0
0.00
8
2
6000
6000
Use Count
83
CR 80
CR 86
2.99
Q
a
0
0
0.00
8
2
6000
6000
No Model No Count
83
SH 14
STR
4.18
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
83
CR 100
CR 106
3.02
0
0
Q
0
0.00
8
2
6000
6000
No Model No Count
83
STR
CR 100
0.80
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
83
CR 126
CR 390
3.93
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
83
CR 136
CR 140
1.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
84
STR
2.05
69
230
7
20
0.02
1
2
6000
6000
Use Count
STR
84
CR 15
STR
2.59
68
200
y
10
30
0.02
1
Z
6000
6000
Use Count
84
CR 13
STR
0.57
867
32.30
,
156
580
0.11
1
2
14400
14400
Use Count
84
STR
CR 15
0.36
0
3230
0
580
0.11
1
2
14400
14400
No Model No Count Derived
84
STR
STR
0.98
113
380
10
30
0.03
1
2
6000
6000
Use Count
84
CR 131
SH 52
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
84
SH 392
CR 83
3.02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
84
RRX
CR 39
2 13
139
240
27
50
0.02
2
2
6000
6000
Use Count
84
CR 29
STR
0.12
70
190
_
14
40
0.02
1
2
6000
6000
Use Count
84
STR
CR 29
1.41
86
230
17
50
0.02
1
2
6000
6000
Use Count
84
STR
CR 33
1.90
90
240
18
50
0.02
1
2
6000
6000
Use Count
84
CR 33
SH 85
0.91
334
420
104
150
0.02
2
2
14400
14400
Use Count
84
SH 85
RRX
0.02
180
310
32
60
003
_
2
2
6000
6000
Use Count
84
CR 43
CR 45
106
46
10
12
20
0.01
2
2
6000
6000
Use Count
84
SH 14
END
026
0
0
0
0
0.00
2
2
1800
1800
No Mode! No Count
84
CR 83
CR 93
4 99
0
0
0
_
0
2.00
8
_
2
6000
6000
No Model No Count
84
CR 93
SRFCH
0,52
0
0
0
0
000
8
2
6000
6000
No Model No Count
84
CR 129
CR 131
1.01
0
0
0
0
1100
8
2
6000
6000
No Model No Count
84
SH 52
CR 135
0.56
0
0
0
4
0.00
8
2
6000
6000
No Model No Count
84
CR 141
END
0.47
0
al 0
0
0
0,00
8
2
1800
1800
No Model No Count
84
CR 151
SH 71
2.01
0
inr 0
0
0
0.00
8
2
6000
6000
No Madel No Count
84
CR 149
CR 151
LOO
0
0
D
0
0.00
8
2
6000
6000
No Model No Count
85
GATE
END
0.85
0
_
0
0
0
0.00
8
2
6000
6000
No Model No Count
85
SH 52
CR 14
1,00
0
0
0
0
QM
8
2
6000
6000
No Model No Count
85
CR 14
END
0.51
0
0
0
0
000
8
2
1800
1800
No Model No Count
85
CR 86
SH 14
1.02
0
0
_
0
0
QOQ
8
2
6000
6000
No Model No Count
85
CR 68
CR74.
2.98
4
0
_
0
0
_
200
8
2
6000
6000
No Model No Count
85
CQ 66
CR 68
099
0
4
0
0
o 0
8
2
6000
6000
No Model No Count
85
CR 74
CR 84
4S7
0
0
0
_
0
0.00
8
2
6000
6000
No Model No Count
85
CR 106
CR_108
L00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
85
SH 14
CR 94
2,02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
85
CR 122
GATE
1,02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
85
SRFCH
CR 140
3.59
0
•0
0
0
0.00
8
2
6000
6000
No Model No Count
85
CR 390
SRFCH
0,70
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
86
CR 15
SYSCH
1.61
0
l 0
0
0
0,00
1
2
6000
6000
No Model No Count
86
CR 13
CR 15
0.93
48
160
5
20
0.01
1
2
6000
6000
Use Count
86
SYSCH
CR 19
0.27
0
0
0
0
0.00
1
2
6000
6000
No Model No Count
86
CR 49
CR 51
0.96
9
20
2
0
0.00
2
2
6000
6000
Use Count
86
RRX
SYSCH
1.67
394
550
63
90
0.02
2
2
14400
14400
Use Count
86
CR 25
CR 29
2.09
_53_
160
12
40
0.01
1
2
6000
6000
Use Count
86
CR 31
STR
1.30
152
540
30
110
0.02
1
2
14400
14400
Use Count
86
CR 2.9
CR 31
1.00
60
180
16
50
0.02
1
2
6000
6000
Use Count
86
STR
SH 85
0.29
228
320
46
60
0.01
2
2
14400
14400
Use Count
86
SH 85
RRX
0.02
0
460
0
20
0.02
2
2
14400
14400
Use Model
86
CR 39
CR 43
2.00
215
310
31
40
0.01
2
2
14400
14400
Use Count
86
SYSCH
CR 39
0.76
291
410
41
60
0.01
2
2
14400
14400
Use Count
$6
CR 43
CR 49
3.00
61
120
5
10
0.01
2
2
6000
6000
Use Count
86
CR 95
CR 105
5.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
86
SRFCH
END
1.48
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
86
CR 79
SRFCH
2.54
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
86
CR 105
CR 115
5.04
33
50
13
20
0.00
8
2
6000
6000
Use Count
86
CR 115
SH 14
0.44
37
60
14
20
0.01
8
2
6000
6000
Use Count
86
SH 14
END
0.33
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
86
SRFCH
CL RAYMER
1.42
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
86
CR 121
SRFCH
1.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
86
CL
CR 129
0.48
0
81Q,
0
420
0.07
8
2
6000
6000
No Model No Count Derived
86
SPLIT
CL
0.04
0
810
0
420
0.07
8
2
6000
6000
No Model No Count Derived
86
CL
SPLIT
0.04
0
810
0
420
0.07
8
2
6000
6000
No Model No Count Derived
86
CL
CR 129
0,03
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
86
CL
CR 129
0.04
533
810
277
420
0,07
8
2
6000
6000
Use Count
87
CR 2
CR 10
4.03
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
87
SH 52
CR 14
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
87
CR 10
SH 52
1.00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
87
CR 14
END
0,51
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
87
CR 42.5
STR
0.58
316
710
167
380
0,02
8
2
14400
14400
Use Count
87
STR
SH 34
0.33
0
230
0
10
0.02
8
2
6000
6000
Use Model
87
GATE
SRFCH
0.67
0
230
0
10
0,01
8
2
14400
14400
Use Model
87
SRFCH
STR
0.04
0
230
0
10
0.02
8
2
6000
6000
Use Model
87
SH 34
SRFCH
0.47
414
930
199
450
0.03
8
2
14400
14400
Use Count
87
RRX
CR 46.5
1.35
0
29
0
0
0.00
8
2
14400
14400
Use Model
87
STR
STR
0.11
316
710
167
380
0.02
8
2
14400
14400
Use Count
87
CR 74
CR 76
0.99
0
0
0
_
0
0.00
8
2
6000
6000
No Model No Count
87
CR 102
END
0.48
0
0
0
0
0,00
8
2
1800
1800
No Model No Count
87
CR 108
CR 120
5.90
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
87
CR 12Q
CHATOGA AV
0.82
234
540
82
190
0.02
8
2
14400
14400
Use Count
87
CHATOGA AV
WILSON AV
0.28
0
0
0
0
0.00
8
2
14400
14400
No Model No Count
87
CR 134
CR 136
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
88
CR 13
CR 15
0.94
75
200
14
40
0.02
1
2
6000
6000
Use Count
88
CR 129
SRFCH
3.83
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
88
SRFCH
CR 43
4.03
333
47Q
109
150
0.02
2
2
14400
14400
Use Count
88
CR 25
CR 31
3.06
61
180
14
40
0.02
1
2
6000
6000
Use Count
88
CR 31
FIRST ST
1.01
675
2510
74
280
0.09
1
2
14400
14400
Use Count
88
RRX
SRFCH
0.70
411
570
127
180
0.02
2
2
14400
14400
Use Count
88
1ST ST
SH 85
0.26
1093
1550
164
230
0.05
2
2
14400
14400
Use Count
88
SH 85
RRX
0.05
0
11060
0
205
0.04
2
2
14400
14400
No Model No Count Derived
88
CR 43
BARR
1.46
77
150
8
20
0.01
2
2
6000
6000
Use Count
88
SH 14
CR 63
3.99
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
88
CR 93
CR 95
1.00
0
9
0
0
0.00
8
2
6000
6000
No Model No Count
88
SRFCH
CR 93
0.10
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
88
CR 127
CR 129
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
88
SRFCH
SH 71
4.74
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
89
CR 122
WIDCH
5.18
0
0
0
0
0.00
8
2
14400
14400
No Model No Count
89
CR 52
CR 68
8.04
36
20
14
0
0.00
8
2
6000
6000
Use Model
89
SH 52
CR 14
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
89
BGN
SH 52
0.53
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
89
CR 14
CR 16
1.00
Q
0
0
0
0.00
8
2
6000
6000
No Model No Count
89
SH 34
CR 42.5
0.48
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
89
CR 46.5
CR 52
2.63
39
70
14
20
0.01
8
2
6000
6000
Use Count
89
CR 84
SH 14
3.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
89
CR 100
CR 110
4.92
96
150
36
50
0.01
8
2
6000
6000
Use Count
89
SH 14
CR 100
5,01
137
210
50
80
0.02
8
2
6000
6000
Use Count
89
CR 110
CL GROVER
5.42
65
100
20
30
0,01
8
2
6000
6000
Use Count
89
WIDCH
CR 136
1.91
0
0
0
0
0.00
8
2
14400
14400
No Model No Count
89
CR 136
COLI
205
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
89
CR 89 PAVEMENT
CR 136
0.11
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
90
CR 13
STR
5,33
102
4430
17
260
0,37
1
2
6000
6000
Use Model
90
CR 49
CR 51
0.97
257
109G
126
20
0,04
2
2
14400
14400
Use Model
90
CR 35
CR 37
1.01
807
1010
299
20
0.04
2
2
14400
14400
Use Model
90
STR
CR 29
2.66
161
3550
24
210
0.30
1
2
6000
6000
Use Model
90
STR
CR 31
0.29
317
3.550
57
210
0.12
1
2
14400
14400
Use Model
90
CR 29
STR
0.71
317
355Q
57
210
0.12
1
2
14400
14400
Use Model
9Q
PRIDDY ST
CR 35
0.78
0
1010
0
20
0.04
2
2
14400
14400
Use Model
90
CR 41
CR 43
1.00
767
1110
360
20
0.04
2
2
14400
14400
Use Model
90
CR 39
CR 41
1.00
657
1110
283
20
0.04
2
2
14400
14400
Use Model
90
CR 37
CR 39
1.04
783
1010
305
20
0.04
2
2
14400
14400
Use Model
90
STR
CR 49
L63
378
1Q90
147
20
0,04
2
2
14400
14400
Use Model
90
CR 43
CR 45
1.00
506
1050
238
20
0.04
2
2
14400
14400
Use Model
90
CR 45
STR / WIDCH
0.36
0
1050
0
20
0,04
2
2
14400
14400
Use Model
90
CR 51
SH 14
3.02
225
1070
113
10
0.04
2
2
14400
14400
Use Model
90
BGN
CR 123
0.96
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
90
CR 149
CR 153
2.00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
91
CR 4
CR 8
2.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
91
CR 2
CR 4
1.02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
91
SH 52
CR 16
1.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
91
CR 8
SH 52
2.01
0
,
0
0
0
0.00
8
2
6000
6000
No Model No Count
91
FRONTAGE RD
STR
3.70
63
100
25
40
0.01
8
2
6000
6000
Use Count
91
STR
SH 34
0.47
0
110
0
40
0.01
8
2
6000
6000
No Model No Count Derived
91
STR
STR
0.80
69
110
23
40
0.01
8
2
6000
6000
Use Count
91
CR 66
CR 68
0.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
91
BGN
CR 66
0.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
91
CR 134
CR 136
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
91
CR 136
CR 138
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
92
CR 33
CR 37
2.02
0
C]
0
0
0.00
2
2
6000
6000
No Model No Count
92
CR 23
CR 25
1.01
0
0
0
0
0.00
1
2
6000
6000
No Model No Count
92
CR 41
CR 43
1.00
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
92
CR 37
CR 41
2.02
43
90
9
20
0.01
2
2
6000
6000
Use Count
92
CR 43
END
0.69
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
92
CR 63
CR 65
0.99
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
92
CR 81
CR 83
1.00
0
0 ..
0
0
0.00
8
2
6000
6000
No Model No Count
92
BGN
CR 89
0.39
0
0
4
0
0.00
8
2
6000
6000
No Model No Count
92
CR 153
CR 155
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
92
CR 155
CR 157
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
93
SH 52
CR 18
2.98
37
70
10
20
0,01
8
2
6000
6000
Use Count
93
CR 18
CR 22
2.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
93
CR 74
SH 14
8.01
91
140
50
80
0O1
8
2
6000
_6000
Use Count
93
CR 68
CR 74
2.98
74
110
42_
60
0,01
8
2
6000
6000
Use Count
93
CR 136
CR 140
1.99
0
0
0
0
0O0
8
2
6000
6000
No Model No Count
94
CR 19
CR 23
1.94
0
0
0
0
0.00
1
2
6000
6000
No Model No Count
94
CR 77
CR 79
1.02
0
0
0
0
0,00
8
2
1800
1800
No Model No Count
94
RRX
CR 41
4.60
152
270 �,
100
0.02
2
2
6000
6000
Use Count
94
BGN
CR 27
0.52
0
0
0
0
0.00
1
2
6000
6000
No Model No Count
94
BGN
SH 85
0.45
0
0
0
0
0.00
1
2
6000
6000
No Model No Count
94
SH 85
RRX
0,02
152
270
59
100
0.02
2
2
6000
6000
Use Count
94
CR 41
CR 43
1.00
14
30
0
0
0.00
2
2
6000
6000
Use Count
94
CR 43
BARR
0,67
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
94
CR 61
CR 63
0,99
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
94
CR 89
CR 91
0,99
0
0
0
Q
0.00
8
2
1800
1800
No Model No Count
94
CR 83
CR 89
3 00
0
0
0
0
0O0
8
2
6000
6000
No Model No Count
95
CR 122
CR 130
4.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
95
SH 52
CR 18
2.97
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
95
CR 4
SH 52
3.99
0
0
0
0
0O0
8
2
6000
6000
No Model No Count
95
CR 2
CR 4
1,01
0
0
0
0
0,00
8
2
1800
1800
No Model No Count
95
SH 76
SRFCH
1,04
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
95
CR 22
CR 26.5
2.51
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
95
SH 76
SRFCH
0.02
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
95
SRFCH
LG
0.29
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
95
CR 86
SH 14
2.00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
95
CR 62
CR 68
2.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
95
BARR
CR 80
0.53
0
•
0
0
0.00
8
2
6000
6000
No Model No Count
95
SH 14
CR 96
3.01
0
0
0
0.00
8
2
6000
6000
No Model No Count
95
CR 112
CR 122
5.00
32
5t
24
40
0.00
8
2
6000
6000
Use Count
95
CR 110
CR 390
0.25
0
4,
0
0
0.00
8
2
6000
6000
No Model No Count
95
SRFCH
CR 390
0.02
0
e1
0
0
0.00
8
2
14400
14400
No Model No Count
95
CR 136
SRFCH
1.42
0
4'
0
0
0.00
8
2
6000
6000
No Model No Count
95
SRFCH
CR 140
0.58
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
96
CR 15
STR
3.61
42
2GQ'
6
20
0.02
1
2
6000
6000
Use Model
96
CR 13
CR 15
1.02
93
2,60
10
30
0.02
1
2
6000
6000
Use Count
96
CR 35
CR 39
2.02
4
10
1
0
0.00
2
2
6000
6000
Use Count
96
STR
CR 29
3.35
85
160
55
10
0.01
1
2
6000
6000
Use Model
96
CR 29
SH 85
1.10
63
3•e
15
20
0.03
1
2
6000
6000
Use Model
96
CR 33
CR 35
1.01
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
96
CR 41
CR 43
0,98
23
5 E
0
0
0.00
2
2
6000
6000
Use Count
96
CR 39
CR 41
1.00
46
9
12
20
0.01
2
2
6000
6000
Use Count
96
CR 61
CR 69
3,97
0
$
0
0
0.00
2
2
6000
6000
No Model No Count
96
STR
CR 61
1.09
0
A.
0
0
0.00
2
2
6000
6000
No Model No Count
96
CR 57
0.91
0
0
0
0.00
2
2
6000
6000
No Model No Count
STR
96
CR 69
CR 77
3.99
0
•r
0
0
0.00
2
2
6000
6000
No Model No Count
96
N GRASSLAND
CR 103
3,02
0
0..
0
0
0.00
8
2
6000
6000
No Model No Count
96
CR 95
N GRASSLAND
1,01
0
•,
0
0
0.00
8
2
6000
6000
No Model No Count
97
CR 52
CR 62
5.03
0
• •
0
0
0.00
8
2
6000
6000
No Model No Count
97
CR 2
CR 4
1.01
0
el
0
0
0.00
8
2
1800
1800
No Model No Count
97
BARR
MORGAN CO RD
1.78
0
0
0
0.00
8
2
6000
6000
No Model No Count
97
MORGAN CO RD
CR 52
1,00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
97
CR 86
SH 14
2.00
0
0
0
0 00
8
2
6000
6000
No Model No Count
97
CR 68
CR 74 AT COLT
2,98
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
97
CR 62
CR 68
3,00
0
0
0
0,00
8
2
6000
6000
No Model No Count
97
BEGIN
SRFCH
2.20
0
0
0
0.00
8
2
6000
6000
No Model No Count
97
SRFCH
CR 390
0,02
0
0
0
0.00
8
2
14400
14400
No Model No Count
97
CR 122
END
1.04
0
•
0
0
0.00
8
2
6000
6000
No Model No Count
98
CR 131
CR 133
0.95
0
IF
0
0
0,00
8
2
6000
6000
No Model No Count
98
CR 31
CR 41
4,99
172
29Q'-
•
31
50
0.02
2
2
6000
6000
Use Count
98
CR 27,5
CR 29
0.49
0
0
0
0
0,00
1
2
6000
6000
No Model No Count
98
CR 27
CR 27,5
0.49
0
0
0
0
0,00
1
2
6000
6000
No Model No Count
98
RRX
SPLIT
0.10
0
390
0
70
0.03
2
2
6000
6000
No Model No Count Derived
98
CR 29
US 85
0.00
80
280
42
150
0.02
1
2
6000
6000
Use Count
98
SH 85
RRX
0.01
235
390
40
70
0,03
2
2
6000
6000
Use Count
98
SPLIT
CR 31
0.10
235
390
40
70
0.03
2
2
6000
6000
Use Count
98
CR 41
CR 43
0.99
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
98
CR 103
CL KE0TA
0.39
260
410
205
320
0.03
8
2
6000
6000
Use Count
98
CR 105
CR 115
5.15
0
170
0
90
0.01
8
2
6000
6000
No Model No Count Derived
98
CR 127
CR 131
1.79
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
98
CR 133
END
0.50
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
98
CR 29
US 85
0.80
0
280
0
150
0.01
1
2
14400
14400
Use Count
99
CR 80
CR 86
3.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
99
CR 100
CR 102
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
99
CR 112
END
0.61
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
99
CR 130
CR 136
3.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
99
CR 136
CR 140
2.01
77
130
25
40
0.01
8
2
6000
6000
Use Count
100
CR 17
CR 27
5.03
1172
5110
246
260
0.18
1
2
14400
14400
Use Model
100
COLI
CR 17
1.97
1785
4350
339
180
0.15
1
2
14400
14400
Use Model
100
CR 77
STR
5.14
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
100
CR 49
STR
2.71
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
100
STR
CR 41
3.00
0
0
0
0
0.00
2
2
6000
6000
No Model No Count
100
CR 27.5
CR 29
0.49
1117
3460
235
140
0.12
1
2
14400
14400
Use Model
100
CR 27
SPLIT
0,26
0
3460
0
140
0.12
1
2
14400
14400
Use Model
100
SPLIT
CR 27.5
0,24
1117
3460
235
140
0,12
1
2
14400
14400
Use Model
100
CR 31
2.00
275
420
50
80
0.04
2
2
6000
6000
Use Count
STR
100
SPLIT
CR 31
0.25
317
490
51
80
0.04
2
2
6000
6000
Use Count
100
RRX
SPLIT
0.25
0
530
0
90
0.02
2
2
14400
14400
No Model No Count Derived
100
STR
CR 57
1.30
0
:3
0
0
0
0,00
2
2
6000
6000
No Model No Count
100
CR 57
END
0.61
0
0
0
0
0,00
2
2
6000
6000
No Model No Count
100
CR 75
CR 77
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
100
CR 89
N GRASSLAND
3.99
51
100
20
40
0.01
8
2
6000
6000
Use Count
100
STR
CR 89
0.87
154
220
35
50
0.02
8
2
6000
6000
Use Count
100
N GRASSLAND
CR 390
2,97
67
90
32
40
0.01
8
2
6000
6000
Use Count
100
CR 105
GATE
1.01
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
100
CR 133
CR 139
2.46
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
100
CR 149
CR 153
2,00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
101
CR 78
CR 80
1.00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
101
CR 122
END
0.51
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
STR
CR 27
3,97
35
60
7
10
0.01
8
2
6000
6000
Use Count
102
COLT
SRFCH
1.22
49
90
0
0
0.01
8
2
6000
6000
Use Count
102
CR 17
STR
1.05
1520
3
0
0.00
8
2
6000
6000
Use Count
102
SRFCH
CR 17
0.75
70
110
8
10
0.01
8
2
6000
6000
Use Count
102
CR 33
CR 37
2.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
CR 27
END
0.50
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
CR 29,5
CR 31
0.49
0
0
0
0
0,00
8
2
1800
1800
No Model No Count
102
STR
CR 45
1.25
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
CR 37
STR
1.65
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
STR
CR 41
0.37
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
STR
STR
0.48
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
CR 41
SIR
0.26
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
CR 45
CR 49
2.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
CR 73
CR 75
0.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
CR 87
CR 89
1.01
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
102
CR 9710
CR 99
0.89
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
SH 71
CR 149
1 99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
102
CR 141
SH 71
2.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
103
BGN
CR 76
0.58
0
0
0
_
0
0.00
8
2
6000
6000
No Model No Count
103
CR 76
CR 78
1.00
0
a
0
0
0.00
8
2
6000
6000
No Model No Count
103
CR 390
CR 112
5.91
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
103
SH 14
CR 98
4.02
259
400
203
320
0.03
8
2
6000
6000
Use Count
103
GATE
CR 118
1.87
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
103
CR 118
CR 122
1.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
104
SRFCH
CR 17
1.50
90
140
16
30
0.01
8
2
6000
6000
Use Count
104
BGN
CR 21
0.73
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
104
RRX
SH 85
0.09
45
7Q
5
10
0.01
8
2
6000
6000
Use Count
104
CR 25
CR 27
1.01
0
0
Q
0
1.00
8
2
6000
6000
No Model No Count
104
CR 27
RRX
0.89
45
70
5
10
0.01
8
2
6000
6000
Use Count
104
SH 85
CR 31
1.02
0
0
0
0
i
0 00
8
2
6000
6000
No Model No Count
104
BGN
CR 49
0.75
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
104
CR 57
CR 73
7.95
0
0
9
_
0
0.00
8
2
6000
6000
No Model No Count
104
CR 390
CR 105
2.79
374
_
600
220
350
1O5
8
2
6000
6000
Use Count
104
CR 105
CR 119
6.90
815
1310
432
700
0,11
8
2
6000
6000
Use Count
104
SRFCH
CR 119
0.07
0
2480
0
1340
0.09
8
2
14400
14400 ,
No Model No Count Derived
104
CR 127
CR 129
0.92
0
0
0
0
109
8
2
6000
6000
No Model No Count
104
CR 139
CR 141
1.07
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
104
CR 153
LOGAN COLI
1.99
Q
0
_
0
0
0O0
8
2
6000
6000
No Model No Count
105
CR 122
CR 128
3.00
0
0
0
0
4,00
8
2
6000
6000
No Model No Count
105
CR 86
SH 14
201
0
0
0
0
0.00
8
2
6000
6000
No Model No Count ,
105
CR 74
CR 86
6.02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
105
SH 14
CR 390
3.59
707
1590
A
460
1040
106
8
i
2
14400
14400
Use Count
105
CL
CR 104
2.67
0
0
0
0
000
8
2
6000
6000
No Model No Count
105
BGN
CR 112
0.48
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
105
CR 128
CR 136
4.03
0
0
0
0_
0.00
8
2
6000
6000
No Model No Count
105
CR 136
CR 140
1.95
56
II
100
12
20
0.01
8
2
6000
6000
Use Count
106
CR 15
CR 17
1,00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
CR 77
STR
0.34
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
CR 49
CR 57
4.01
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
106
CR 33
STR
1.48
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
CR 27
END
0.29
0
0
0
0
_
0.00
8
2
1800
1800
No Model No Count
106
CR 31
CR 33
1.00
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
106
STR
CR 37
0.53
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
CR 45
CR 49
1.88
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
CR 73
CR 77
2.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
STR
CR 89
4.88
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
STR
STR
0.80
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
CR 111
END
1.13
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
106
CR 107
GATE
0.23
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
107
CR 74
CR 78
2.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
107
CR 106
WIDCH
0.59
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
107
CR 104
CR 106
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
107
CR 112
CR 124
5.92
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
107
BGN
CR 128
0.14
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
108
CR 77
SRFCH
1,53
0
0
0
0
0.00
8
2
240
240
No Model No Count
108
CR 49
CR 53
2.03
0
0
0
0
0,00
8
1
6000
6000
No Model No Count
108
SH 85
CR 108.05
3.93
108
260
19
50
0.01
8
2
14400
14400
Use Count
108
RRX
5H 85
0.71
48
80
5
10
0.01
8
2
6000
6000
Use Count
108
CR 25
CR 27
1,03
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
108
CR 27
RRX
0,26
48
80
5
10
0.01
8
2
6000
6000
Use Count
108
CR 37
CR 45
4,00
14
20
1
0
0.00
8
2
6000
6000
Use Count
108
CR 108.05
CR 37
0,07
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
108
CR 53
CR 57
1.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
108
CR 59
BARR
1,00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
108
CR 57
CR 59
1.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
108
CR 85
CR 87
1.02
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
109
CR 78
CR 80
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
109
CR 128
END
0.81
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
110
CR 21
CR 27
3.03
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
110
COLT
CR 21
3.97
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
110
CR 27
SH 85
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
110
CR 43
CR 45
1.01
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
110
CR 69
CR 73
1.99
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
110
CR 73
CR 77
2.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
110
CR 87
CR 390
4.17
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
110
SRFCH
CR 390
0.02
0
0
0
0
0.00
8
2
14400
14400
No Model No Count
110
STR
CR 119
0.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
110
CR 111
CR 113
0.98
0
0
0
0
0.00
8
2
_ 6000
6000
No Model No Count
110
CR 115
STR
0.98
0
C)
0
0
0,00
8
2
6000
6000
No Model No Count
110
CR 119
CR 127
3,97
288
450
170
270
0.04
8
2
6000
6000
Use Count
110
CR 149
END
1,00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
111
CR 124
CR 128
2.01
0
0
0
0
0.00
8
2
6000
r
6000
No Model No Count
111
CR 104
CR 112
4.17
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
111
CR 134
CR 136
1.00
46
80
18
30
0.01
8
2
6000
6000
Use Count
111
CR 128
CR 134
3.01
29
50
8
10
0.00
8
2
6000
6000
Use Count
111
CR 136
STATE LINE
1.94
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
112
CR 21
CR 23
0.99
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
112
BARR
CR 15
0.75
0
0
0
_ 0
0.00
8
2
6000
6000
No Model No Count
112
CR 53
END
1.60
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
112
N GRASSLAND
CR 107
5.04
31
SO
16
20
0.00
8
2
6000
6000
Use Count
112
BGN
CR 87
0.35
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
112
SRFCH
N GRASSLAND
1.38
64
100
48
70
0.01
8
2
6000
6000
Use Count
112
CR 390
SRFCH
0.04
105
260
83
210
0.01
8
2
14400
14400
Use Count
112
CR 111
END
3.04
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
112
CR 107
CR 111
1.97
42
70
24
40
0.01
8
2
6000
6000
Use Count
112
SH 71
CR 153
4.45
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
113
BGN
CR 80
1.55
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
113
CR 80
CR 86
3.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
113
CR 86
SH 14
1.04
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
113
CR 110
CR 110.5
0.50
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
114
CR 77
CR 79
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
114
CR 49
SRFCH
1.54
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
114
SH 85
CR 37
4.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
114
CR 27
SH 85
1,00
0
0
0
0
0.00
r
8
2
6000
6000
No Model No Count
114
CR 37
CR 49
5.98
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
114
SRFCH
CR 53
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
114
CR 69
CR 77
4.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
114
BGN
CR 87
1.03
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
114
SRFCH
CR 95
0.91
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
114
CR 390
SRFCH
0.02
0
0
0
0
0.00
8
2
14400
14400
No Model No Count
115
SH 14
SRFCH
5,29
113
170
57
90
0.01
8
2
6000
6000
Use Count
115
COLI
CR 86
6,01
0
30
0
0
0,00
8
2
6000
6000
Use Model
115
CR 86
5H 14
0.56
0
3Q
0
0
0,00
8
2
6000
6000
Use Model
115
SRFCH
CR 98
0.22
113
170
57
90
0,01
8
2
6000
6000
Use Count
115
CR 104
BARR
0.38
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
115
CR 110
CR 110.5
0,50
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
115
PG
CR 382
0.57
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
115
CR 134
STATE LINE
2.86
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
116
CR 127
CR 133
3,22
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
116
CR 77
END
0,81
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
116
SH 71
CR 149
2.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
117
CR 134
COLI
2,84
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
118
CR 120
RRX
1.97
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
118
CR 77
CR 81
1.98
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
118
CR 103
CR 107
1.99
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
118
CR 390
CR 95
2,06
59
90
42
70
0.01
8
2
6000
6000
Use Count
118
CR 382
CR 127
4.24
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
119
CR 76
5H 14
4.17
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
119
SRFCH
SRFCH
0.07
0
T
16.30
0
920
0.06
8
2
14400
14400
No Model No Count Derived
119
SRFCH
SRFCH
1.23
0
1
1630
0
920
0.14
8
2
6000
6000
No Model No Count Derived
119
CR 104
SRFCH
0.07
943
24_80
509
1340
0.09
8
2
14400
14400
Use Count
119
SRFCH
CR 110
1.64
500
780
320
500
0.07
8
2
6000
6000
Use Count
119
CR 128
CR 134
3.02
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
119
SRFCH
CR 128
0.53
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
119
CR 126
SRFCH
0.47
0
0
0
0
0 00
8
2
6000
6000
No Model No Count
120
CR 15
CR 17
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
120
CR 17
CR 118
1.43
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
120
CR 77
STR
4.32
263
95
210
0.02
8
2
14400
14400
Use Count
590
120
CR 23
SH 85
2.81
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
120
CR 55
STR
5.04
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
12.0
STR
CR 77
5.83
34
50
16
30
0.00
8
2
6000
6000
Use Count
120
STR
CR 87
0.65
222
530
58
140
0.02
8
2
14400
14400
Use Count
120
CR 135
SH 71
4.78
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
120
CR 133
CR 135
1.23
443
680
230
350
0.06
8
2
6000
6000
Use Count
121
CR 74
SH 14
5.07
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
121
SH 14
CR 86
0.95
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
122
CR 17
CR 19
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
122
CR17
STR
4.23
25
40
11
20
0.00
8
2
6000
6000
Use Count
122
CR 49
CR 55
3.07
162
270
87
150
0.02
8
2
6000
6000
Use Count
122
STR
CR 37
2.18
0
120
0
40
0,01
8
2
6000
6000
No Model No Count Derived
122
STR
STR
1.90
77
160
23
60
0.01
8
2
6000
6000
Use Count
122
SH 85
STR
0.08
0
120
0
40
0.01
8
2
6000
6000
No Model No Count Derived
122
CR 37
CR 49
5.99
58
230
25
100
0.02
8
2
6000
6000
Use Count
122
GATE
CR 75
0.74
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
122
CR 75
CR 77
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
122
CR 97
CR 105
4.08
84
130
32
50
0.01
8
2
6000
6000
Use Count
122
CHATOGA AV
CR 97
3.94
111
170
41
60
0.01
8
2
6000
6000
Use Count
122
CR 105
CR 107
1.00
40
60
20
30
0.01
8
2
6000
6000
Use Count
123
CR 86
END
3.02
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
123
CR 76
SH 14
4.01
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
123
5H 14
CR 86
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
124
CR 17
CR 19
1.00
0
0
0
0
0.00
8
2
6000
6000
No Model No Count
124
CR 19
CR 21
0.85
0
0
0
0
0,00
8
2
6000
6000
No Model No Count
124
CR 63
STR
4,29
32
50
15
20
0.00
8
2
6000
6000
Use Count
124
CR 55
N GRASSLAND
2.02
30
50
13
20
0.00
8
2
6000
6000
Use Count
124
N GRASSLAND
CR 63
1.95
513
10
13
20
0,07
8
2
6000
6000
Use Count
124
STR
CR 77
2.48
41
70
15
20
0.01
8
2
6000
6000
Use Count
124
STR
STR
0,13
34
50
15
20
0.00
8
2
6000
6000
Use Count
124
BGN
CR 105
0.21
0
0
_
0
_
0
0.00
8
2
6000
6000
No Model No Count
Ina
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124
CR 111
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124
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0
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8
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6000
6000
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124
CR 12
R _ 7
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0
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0
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611/
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124
SH 71
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6.06
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0
0
0.00
8
2
6.00
6000
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125
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2.16
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5
10
0.00
8
2
6000
6000
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125
CR 74
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1.00
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0
0
0.00
8
2
6000
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No Model No Count
125
CR 128
4
2.99
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3
10
I.00
8
2
6000
6000
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125
CR134
R 40
2.78
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0
0
0.00
8
2
6000
6010
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228
20
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126
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225
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0
20
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8
2
14400
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126
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No Mode
No Count
33AV CT
35TH ST
CDS
0.16
0
0
0
0
0.00
3
2
3000
3000
No Mode
No Count
34TH AV
35TH ST
34TH ST
0.11
0
0
0
0
0.00
3
2
3000
3000
No Mode
No Count
34TH AV CT
34TH ST
CDS
0.07
0
0
0
0
0.00
3
2
3000
3000
No Mode
No Count
34TH AV PL
34TH ST
CDS
0.06
0
0
0
0
0.00
3
2
3000
3000
No Mode
No Count
34TH ST
35TH AV
34TH AV
0,13
554
970
28
50
0.16
3
2
3000
3000
Use Count
34TH ST
34TH AV
33 AVCT
0.13
0
0
0
0
0,00
3
2
3000
3000
No Model No Count
34TH ST
CDS
34TH AV
0.07
0
0
0
0
0.00
3
2
3000
3000
No Model No Count
35TH AV
CR 62.25
RRX
0.05
0
21250
0
1520
0.28
3
4
38400
38400
Use Model
35TH ST
35TH AV
33RD AV
0,27
485
350
19
30
0.14
3
2
3000
3000
Use Count
37TH ST
CL (GREELEY)
CR 25
0.49
0
18420
0
920
0.48
3
2
19200
19200
Use Model
3RD AV
SH 14
CR 82.5
0.21
0
0
0
0
0.00
2
2
1800
1800
No Mode
No Count
3RD AV
B ST
SH 14
0.14
0
0
0
0
0.00
2
2
1800
1800
No Mode
No Count
3RD AV
BGN
B ST
0.06
0
0
0
0
0.00
2
2
1800
1800
No Mode
No Count
3RD AV
SH 14
CR 82.5
0.29
0
0
0
0
0,00
2
2
1800
1800
No Mode
No Count
3RD AV
3RD ST
6TH ST
0.21
0
0
0
0
0.00
4
2
1800
1800
No Mode
No Count
3RD AV
SH 37
3RD ST
0.14
0
0
0
0
0.00
4
2
3000
3000
No Mode
No Count
3RD AV
LEE ST
MILTON ST
0.21
0
0
0
0
0.00
8
2
1800
1800
No Mode
No Count
3RD AV
MILTON ST
BARR
0.04
0
0
0
0
0.00
8
2
1800
1800
No Mode
No Count
3RD ST
SRFCH
CL
1.47
0
' 7800
0
450
0.30
5
2
13200
13200
Use Model
3RD ST
WELKER AV
RRX
0.16
0
6930
0
420
0.26
5
2
13200
13200
Use Model
3RD ST
SCL MEAD
WELKER AV
0.15
1788
6260
0
340
0.22
5
2
14400
14400
Use Model
3RD ST
RRX
SRFCH
0.02
0
6930
0
420
0.26
5
2
13200
13200
Use Model
3RD ST
3RD AV
6TH AV
0.22
0
0
0
0
0.00
4
2
3000
3000
No Model No Count
3RD ST
6TH AV
RRX
0.03
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
3RD ST
RRX
7TH AV
0.03
0
- 9
0
0
0.00
4
2
1800
1800
No Model No Count
3RD ST
GRANDVIEW
PACIFIC
0.14
0
0
0
0
0.00
2
2
1800
1800
No Model No Count
3RD ST
PACIFIC
MAIN ST
0.06
0
0
0
0
0.00
2
2
1800
1800
No Model No Count
44TH AV DR
CR 396
CR 52
0.29
0
0
0
0
0.00
3
2
1800
1800
No Model No Count
46TH AV
CR 33.20
CR 52
0.28
0
0
0
0
0.00
3
2
1800
1800
No Model No Count
47TH AV
CR 396
CR 52
0.36
0
0
0
0
0.00
3
2
13200
13200
No Model No Count
47TH AV
CL
SH 392
0.48
1868
6680
318
1140
0.23
3
2
14400
14400
Use Count
4TH AV
3RD ST
6TH ST
0.21
97
110
5
10
0.02
4
2
3000
3000
Use Count
4TH AV
2ND ST
3RD ST
0.07
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
4TH AV
LEE
BARR
0.24
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
4TH ST
CL
SPLIT
0.05
0
11140
0
530
0.31
3
2
18000
18000
Use Model
4TH ST
SPLIT
CL GREELEY
0.06
0
' 11240
0
530
0.31
3
2
18000
18000
Use Model
4TH ST
3RD AV
6TH AV
0.22
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
54 EAST
BGN
SURFCH
0.16
811
. 2.000
97
240
0.07
4
2
14400
14400
Use Count
54 WEST
CR 54
END
0.21
0
0
0
0
0.00
4
2
6000
6000
No Model No Count
54TH ST RD
CR 396
ALTO WY
0,55
0
3770
0
110
0,13
3
2
14400
14400
Use Model
5TH AV
SH 37
5TH ST
0.29
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
5TH AV
LEE ST
SH 14
0,50
136
310
22
50
0.01
8
2
14400
14400
Use Count
5TH ST
US 85
CL
0.06
0
1170
0
80
0.20
2
2
3000
3000
No Model No Count Derived
5TH ST
CL
WALL ST
0.04
722
1170
51
80
0.20
2
2
3000
3000
Use Count
5TH ST
3RD AV
4TH AV
0.07
0
0
0
0
0.00
4
2
1800
1800
No Model No Count
5TH ST
4TH AV
END
0,07
0
0
0
0
0.00
4
2
3000
3000
No Model No Count
6TH AV
CR 64
BARR
0,45
731
320
139
160
0,14
4
2
3000
3000
Use Count
6TH AV
STR
CL
0.31
0
0
0
0
0.00
4
2
12000
12000
No Model No Count
6TH AV
6TH AV
WYE
0.64
52
60
15
20
0.01
4
2
6000
6000
Use Count
6TH AV
3RD ST
6TH
0,21
77
= 90
12
10
0.02
4
2
3000
3000
Use Count
6TH AV
WYE
CR 57
0.05
0
0
0
0
0.00
4
2
6000
6000
No Mode
No Count
6TH AV
WYE
CR 57
0,07
0
1 0
0
0
0.00
4
2
6000
6000
No Mode
No Count
6TH ST
3RD AV
6TH AV
0.21
0
0
0
0
0.00
4
2
1800
1800
No Mode
No Count
6TH ST
BGN
3RD AV
0.15
0
0
0
0
0.00
4
2
1800
1800
No Mode
No Count
7TH AV
CR 64
SRFCH
0,30
0
0
0
0
0,00
4
2
3000
3000
No Mode
No Count
7TH AV
CR 64
END
0.16
0
0
0
0
0.00
4
2
3000
3000
No Mode
No Count
7TH AV
CL
SH 85 STR OVRHD
0.21
0
0
0
0
0.00
4
2
3000
3000
No Mode
No Count
7TH AV
STR
CR 64
0.18
0
0
0
0
0,00
4
2
3000
3000
No Mode
No Count
STR
STR
0.02
0
0
0
0
0.00
4
2
3000
3000
No Mode
No Count
7TH AV
7TH AV
SRFCH
END
0.17
0
0
0
0
0.00
4
2
3000
3000
No Mode
No Count
7TH AV
CR 55
END
0,28
0
0
0
0
0,00
4
2
1800
1800
No Mode
No Count
83RD AV
SH 34 BR
CL GREELEY
1.09
0
17290
0
1300
0.39
3
2
22800
22800
Use Model
83RD AV
STR
CR 64
0.44
0
1.980
0
1270
0,39
3
2
22800
22800
Use Model
95TH AV
SPLIT
URBDRY
0.48
0
3280
0
150
0.09
3
2
18000
18000
Use Model
95TH AV
CR 54
SPLIT
0.50
147
3 •
24
150
0.23
3
2
7200
7200
Use Model
ABEYTA ST
WILLIAMS
END
0.05
0
0
0
0
0.00
6
2
3000
3000
No Model No Count
ACA•IA CT
CR 5235
END
0.04
0
•
0
0
0.00
3
2
3000
3000
No Model No Count
ACADIA ST
CR 5235
CR 5240
0.11
0
0
0
0
0.00
3
2
3000
3000
No Model No Count
AGATE ST
GRANITE
FLINT AV
0.15
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
AGATE ST
FLINT
GATE
0.09
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
ALGONQUIN DR
BGN
CR 15
0.45
845
1480
68
120
0.25
3
2
3000
3000
Use Count
ALLEY
BGN
CR 37.5
0.40
0
0
0
0
0.00
3
2
6000
6000
No Model No Count
ALTO WY
CR 396
CABALLO
0.23
75
130
10
20
0.02
3
2
3000
3000
Use Count
ANNE PL
CR 10.6
END
0.16
0
0
0
0
0.00
6
2
3000
3000
No Model No Count
ANTELOPE LANE
CDS
CR 17
0.19
0
0
0
0
0.00
8
2
1800
1800
No Model No Count
APACHE RD
CR 20
DELCOMIN
0+58
114
220
16
30
0.04
6
2
3000
3000
Use Count
APACHE RD
HOPI TRAIL
HOPI TRAIL
0.27
0
0
0
0
0.00
3
2
3000
3000
No Mode
No Count
APALOSA AV
CR 6.3
CR 6.5
0.20
0
0
0
0
0.00
7
2
1800
1800
No Mode
No Count
APPALOOSA AV
CR 6.5
CR 8
0.50
0
i)
0
0
0.00
7
2
1800
1800
No Mode
No Count
APPALOOSA LN
CR 41
CR 41.05
0.05
0
0
0
0
0.00
2
2
1800
1800
No Mode
No Count
ARABIAN AV
BGN
CR 8
0.38
0
0
0
0
0.00
7
2
1800
1800
No Mode
No Count
ARADO WY
BGN
CR 3165
0.07
0
0
0
0
0.00
3
2
3000
3000
No Mode
No Count
ARGIE ST
CDS
CR 3571
0.10
0
0
0
0
0.00
2
2
1800
1800
No Mode
No Count
ARIKAREE RD
COMMANCHE CT
AL
0.16
0
0
0
0
0.00
3
2
3000
3000
No Mode
No Count
ASH ST
SH 85
CL GILCREST
0,30
0
0
0
0
0 00
5
2
13200
13200
No Mode
No Count
ASHTON RD
CENTER DR
CR 26
0.24
0
0
0
0
0.00
6
2
3000
3000
No Mode
No Count
ASPEN AV
PIKES PEAK ST
LONGS PEAK ST
0.37
0
0
0
0
0.00
6
2
1800
1800
No Mode
No Count
ASPEN CT
ASPEN AV
END
0.05
0
0
0
0
0.00
6_
2
1800
1800
No Mode
No Count
ATLANTA ST
CR 136.3
CR 136.2
0.12
0
D
0
0
0.Q4
8
2
1800
1800
No Mode
No Count
AVERY DRIVE
CR 43
END
0.28
0
0
0
0
0.00
1
2
180•
800
No Mode
No Count
BAD LANDS CT
BGN
CR 52.3
0.03
0
0
0
0
too_
3
2
3000
3000
No Mode
No Count
BADMINTON RD
CR 3455
CDS
0.12
0
0
0
0
000
4
2
1800
1800
No Mode
No Count
BADMINTON RD
CR 3455
CDS
0,23
0
0
0
0
0.00
4
2
1800
1800
No Mode
No Count
BAILEY DR
CR 4
END
0.49
0
0
0
0
0,00
7
2
6000
6000
No Mode
No Count
BALSAM AV
SH 34 BR
CR 58.5
0.25
0
310
0
30
0.01.
4
2
12000
12000
Use Model
BALSAM AV
CR 58
SH 34 BR
015
0
2560
0
210
0.11
4
2
12000
12000
Use Model
BARBARA CI
BGN
CR 12
0.03
0
0
0
0
0.40
6
2
13200
13200
No Model No Count
BASELINE RD
CL
CL
0,08
0
4930
0
230
414
7
2
18000
18000
Use Model
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.
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I
•
• •
• •
7
••
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BASELINE RD
SH 85
ADAMS CR 215
0.25
0
15470
0
1260
0,40
7
2
19200
19200
Use Model
BASELINE RD
ADAMS CR 215
STR
2.14
0
8850
0
600
0,23
7
2
19200
19200
Use Model
BASELINE RD
STR
CL
0.44
0
4930
0
230
0.14
7
2
18000
18000
Use Model
BEASLEY RD
0,48
0
0
0
0
0.00
6
2
3000
3000
No Model No Count
PEARL HOWLETT
PEARL HOWLETT
BEASLY RD
PLEASANT HILL CI
0.21
0
0
0
0
0.00
6
2
3000
3000
No Model No Count
PEARL HOWLETT
BECERRO DR
CR 3165
END
0.10
0
0
0
0
0.00
3
2
3000
3000
No Model No Count
•
1
1
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•
340
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1800
1800
No Mod
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In
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1800
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1800
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0.02
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3000
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Use Count
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0.21
1
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1
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7
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1800
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1800
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1800
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180
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7
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7
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1800
1 ••
No Model
$
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3
2
800
1800
No Model No Count
7
DS
nnIMIIP
•
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1800
7
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300
No Model
•
34
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14400
•
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0.03
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14400
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A
16587
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4
1 •
0.30
1
2
12000
12000
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• 3
STIMEMEMO.
•
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13200
se Model
TR
nrra
all
•
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aggra••1
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0.22
3
4
36000
36000Model
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19200
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35TH
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APPENDIX B - TYPICAL ROAD CROSS-SECTION DIAGRAMS
The width of a roadway is an important design consideration to ensure that it is
appropriately sized to serve its function. Because of the diversity within the County,
two major roadway categories have been established. The two categories are rural
and urban road standards. Urban road standards will serve areas which tend to be
more developed and need to provide for multiple users (bicyclists, pedestrians,
parallel parking, etc.) . Rural roads will typically serve only vehicular traffic, and at
times bicycles. Cross -sections are created to provide a visual guide depicting the
initial, interim, and ultimate phase cross -sections for these road classifications.
Rural Road Standards
The rural roadways will not typically require curb and gutter or sidewalk, although the
County may require either, or both in unique circumstances. Widths of lanes and
shoulders will vary depending upon the specific classification and the potential traffic
volume which the roadway may carry. Roads carrying fewer than 200 vehicles per
day need not be paved or treated for dust control. The need for paved shoulders is
also dependent upon the level of traffic and safety. Final design and construction
details will be determined by the Public Works Department. Final design and
construction criteria taken into consideration may include but are not limited to; use
of the roadway, density of development, topographical characteristics and nearby
development. For construction in which only a portion of the ultimate cross-section is
intended to be completed, the partial design will need to allow for the eventual
widening to the ultimate cross-section. The design for the partial or interim cross-
section roadway will need to incorporate ultimate design information to ensure that
the first phase of roadway construction is appropriate and would not need to be
removed at a future date when the full width cross-section is completed. The rural
road cross -sections are illustrated on the following pages in this appendix.
Urban Road Standards
Three roadway classifications are identified for those areas that are associated with
the community's urban growth areas. They include arterial, collector, and local street
classifications. Urban road standards will include 12 -foot lanes, sidewalk and curb and
gutter. Arterial and collector roads will also include a striped bike lane. Turn lanes may
be necessary as determined by the County. Since almost all the municipalities have
different ROW cross -sections adopted for their community, it makes it very difficult for
the County to match them. The urban road cross -sections are illustrated on the
following pages in this appendix.
a14.
TYPICAL CROSS SECTIONS - RURAL ARTERIAL
ROW
INITIAL PHASE
ROW
r _
140'
36'
ROW
24'-30'
BUFFER
UTLTY. ESMT.
DRAINAGE
32' _
ROADWAY
14
0'
ROW
I _
32' _
ROADWAY
ULTIMATE ROADWAY
INTERSECTION
TRAVEL LANES W/TURNS
V
T `F
12'± 12'±
4'± DIVIDE
BETWEEN
OPPOSITE
BOUND
LANES
NOT TO SCALE: GRAPHICAL REPRESENTATION ONLY
WELD COUNTY
PUBLIC WORKS DEPARTMENT
1111 H Street/Post Office Box 758
Greeley, Colorado 80632-0758
BUFFER
UTLTY. ESMT.
DRAINAGE
8'±
BIKE LANE/
SHOULDER/
SIDEWALK/
BUFFER
NOTE
BUILDING SETBACKS OF
UNDERLYING ZONING
DISTRICTS ARE MEASURED
FROM THE EDGE OF THE ROW.
TYPICAL CROSS SECTIONS - RURAL COLLECTOR
ROW
re -
ROW
26'
DRAINAGE -BUFFER
2'
4 -.a r
w
0
-J
12'
Travel Lane
80'
28'
ROW
ROADWAY
24'
2'
1T Cf a
12'
Travel Lane
RURAL COLLECTOR- UNPAVED
26'
DRAINAGE —BUFFER
22'
6'
80'
36'
i
J
ROW
ROADWAY
DRAINAGE —BUFFER
ROW
SHOULDER
12'
24'
Sr e _
6'
s
12'
Travel Lane I Travel Lane
a I
SHOULDER
RURAL COLLECTOR- PAVED
TURN LANES AS REQUIRED BY PUBLIC WORKS
I _
80'
52'
22'
DRAINAGE —BUFFER
ROADWAY
I14'
,,
6'
12'
16'
TWO WAY
12' j 6'
14' I
DRAINAGE —BUFFER
DRAINAGE
—BUFFER
I
TRAVEL LANE
LEFT TURN LANE
TRAVEL LANEcr
a'
w
C3
J
w
0
J
.
w
(,)
aver4.
1,
SI.
.
AUXILIARY LANE SECTION
TRAVEL LANES W/TURNS
NOT TO SCALE: GRAPHICAL REPRESENTATION ONLY
WELD COUNTY
PUBLIC WORKS DEPARTMENT
1111 H Street/Post Office Box 758
Greeley, Colorado 80632-0758
NOTE
BUILDING SETBACKS OF
UNDERLYING ZONING
DISTRICTS ARE MEASURED
FROM THE EDGE OF THE ROW.
TYPICAL CROSS SECTIONS - RURAL LOCAL
ROW
17' 2'
DRAINAGE -BUFFER
ROW
60'
26'
ROW
•
ROADWAY
RURAL LOCAL- UNPAVED
2' I
17°
DRAINAGE -BUFFER
4 _
16'
2'
60'
ROW
28'
ROADWAY
DRAINAGE -BUFFER
24'
2'
16
RURAL LOCAL PAVED
DRAINAGE -BUFFER
TURN LANES AS REQUIRED BY PUBLIC WORKS
NOT TO SCALE: GRAPHICAL REPRESENTATION ONLY
JUN!TY
WELD COUNTY
PUBLIC WORKS DEPARTMENT
1111 H Street/Post Office Box 758
Greeley, Colorado 80632-0758
NOTE
BUILDING SETBACKS OF
UNDERLYING ZONING
DISTRICTS ARE MEASURED
FROM THE EDGE OF THE ROW.
TYPICAL CROSS SECTIONS - URBAN ARTERIAL
ROW
140'
36'
ROW
TRAVEL LANE TRAVEL LANE
INITIAL PHASE
52'
ROW
24'
I
16'± 14'± 12' 12'
BUFFER
SIDEWALK
CURB
VARIES
adat
VARIES
TRAVEL LANE TRAVEL LANE
MINIMUM 8' SIDEWALKS REQUIRED
ULTIMATE PHASE
TRAVEL LANES W/TURNS
4'±
140'
104'
ROW
28' at 24'
MEDIAN OR TURN LANES
•
12' 12'
Sr
TRAVEL LANEjTRAVEL LANE
ULTIMATE ROADWAY
�
I 1 1
Al2'± 12'± te 12'
12' I 6'
14'±
BIKE LANE
SHOULDER
14'
NOT TO SCALE: GRAPHICAL REPRESENTATION ONLY
SHOULDER
11'
16'±
BUFFER
SIDEWALK
CURB
WELD COUNTY
PUBLIC WORKS DEPARTMENT
1111 H Street/Post Office Box 758
Greeley, Colorado 80632-0758
NOTE
BUILDING SETBACKS OF
UNDERLYING ZONING
DISTRICTS ARE MEASURED
FROM THE EDGE OF THE ROW.
TYPICAL CROSS SECTIONS - URBAN COLLECTOR
ROW
I _
26'
BUFFER
2'
INITIAL PHASE
80'
28'
ROW
ROADWAY
24'
12' 12'
Travel Lane
(0.0
lJ LI
Travel Lane
r
I)
2
26
BUFFER
ROW
22'
SIDEWALK —CURB —BUFFER
ULTIMATE SECTION
Varies
ROW
I _
80'
36'
ROW
ROADWAY
24'
12' 12'
Travel Lane
Travel Lane
6' I 22'
TURN LANES AS REQUIRED BY PUBUC WORKS
MINIMUM 5' SIDEWALKS REQUIRED
L 20'
SIDEWALK -CURB -BUFFER
VARIES
80'
40'
SIDEWALK —CURB —BUFFER
Varies
ROW
ROADWAY
12' 16' TWO WAY 12'
AUXILIARY LANE SECTION
TRAVEL LANES W/TURNS
i
20'
SIDEWALK -CURB -BUFFER
VARIES
NOT TO SCALE: GRAPHICAL REPRESENTATION ONLY
WELD COUNTY
PUBLIC WORKS DEPARTMENT
1111 H Street/Post Office Box 758
Greeley, Colorado 80632-0758
NOTE
BUILDING SETBACKS OF
UNDERLYING ZONING
DISTRICTS ARE MEASURED
FROM THE EDGE OF THE ROW.
TYPICAL CROSS SECTIONS - URBAN LOCAL
ROW
real
16' 2'
BUFFER -SIDEWALKS
Y r
• 1
dr t=
i
ROW
'p
60'
ROW
28'
ROAD WAY
2'
16'
BUFFER —SIDEWALKS
INTERIM SECTION
SIDEWALKS AS REQUIRED BY PUBLIC WORKS
[SIDEWALK —CURB —BUFFER
Varies
60'
36'
ROW
ROAD WAY
ULTIMATE SECTION
SIDEWALK -CURB -BUFFER
TURN LANES AS REQUIRED BY PUBLIC WORKS
MINIMUM 5' SIDEWALKS REQUIRED
NOT TO SCALE: GRAPHICAL REPRESENTATION ONLY
WELD COUNTY
PUBLIC WORKS DEPARTMENT
1111 H Street/Post Office Box 758
Greeley, Colorado 80632-0758
NOTE.
BUILDING SETBACKS OF
UNDERLYING ZONING
DISTRICTS ARE MEASURED
FROM THE EDGE OF THE ROW.
..simeat
APPENDIX C CONCEPTUAL CONSTRUCTION COST ESTIMATE
RURAL ARTERIAL WIDEN 2-4 LANES (RECONSTRUCT FROM INITIAL TO ULTIMATE SECTION)
ITEM DESCRIPTION
UNIT
UNIT COST
QUANTITY
TOTAL COST
Clearing and Grubbing
LS
$90,000
1
$90,000
Removal of Asphalt Mat
SY
$10
15,254
$152,540
Embankment Material (Complete in Place)
CY
$20
19,350
$387,000
Aggregate Base Course (9 inch thickness)
TON
$30
19,430
$582,912
Hot Mix Asphalt (8 inch thickness)
TON
$95
16.603
$1,577,298
Subtotal Costs
$2,789,750
Utilities
LS
$900.000
1
$900,000
Traffic Control @ 10% of Subtotal
LS
$278,975
1
$278,975
Signing and Striping @ 4°/0 of Subtotal
LS
$111,590
1
$111,590
Drainage @ 17% of Subtotal
LS
$474.257
1
$474,257
Irrigation @ 20% of Subtotal
LS
$557,950
1
$557,950
Geogrid @ 5% of Subtotal
LS
$139,487
1
$139,487
Right of Way 17% of Subtotal
LS
$474,257
1
$474,257
Subsurface Utility Engineering @ 8% of Subtotal
LS
$223,180
1
$223,180
Design and Construction Engineering @ 15% of
Subtotal
LS
$418,462
1
$418,462
Mobilization @ 10% of Subtotal
LS
$278,975
1
$278,975
TOTAL ESTIMATED CONSTRUCTION COSTS
$6,646,885
RURAL COLLECTOR (RECONSTRUCT FROM INITIAL TO ULTIMATE SECTION W/ AUXILIARY
ITEM DESCRIPTION
UNIT
UNIT COST
QUANTITY
TOTAL COST
Clearing and Grubbing
LS
$80,000
1
$80,000
Removal of Asphalt Mat
SY
$10
16,427
$164,270
Embankment Material (Complete in Place)
CY
$20
15,000
$300,000
Aggregate Base Course (9 inch thickness)
TON
$30
15,787
$473,616
Hot Mix Asphalt (8 inch thickness)
TON
$95
13,490
$1,281,555
Subtotal Costs
$2,299,441
Utilities
LS
$700,000
1
$700,000
Traffic Control @ 9% of Subtotal
LS
$206,950
1
$206,950
Signing and Striping @ 2% of Subtotal
LS
$45,989
1
$45,989
Drainage @ 13% of Subtotal
LS
S298,927
1
$298,927
Irrigation @ 18% of Subtotal
LS
$413,899
1
$413,899
Geogrid @ 3%
LS
$68,983
Right of Way 13% of Subtotal
LS
S298.927
1
$298,927
Subsurface Utility Engineering @ 8% of Subtotal
LS
$183,955
1
$183,955
Design
Subtotal
and Construction Engineering @ 13%
of
LS
$298,927
1
$298,927
Mobilization @ 8% of Subtotal
LS
$183,955
1
$183,955
TOTAL ESTIMATED CONSTRUCTION COSTS
$4,930,971
RURAL COLLECTOR TYPICAL SECTION (RECONSTRUCT FROM INITIAL TO ULTIMATE SECTION)
ITEM DESCRIPTION
UNIT
UNIT COST
QUANTITY
TOTAL COST
Clearing and Grubbing
LS
$80,000
1
$80,000
Removal of Asphalt Mat
SY
$10
16,427
$164,270
Embankment Material (Complete in Place)
CY
$20
9,900
$198,000
Aggregate Base Course (9 inch thickness)
TON
$30
10,930
$327,888
Hot Mix Asphalt (8 inch thickness)
TON
$95
9,339
$887,230
Subtotal Costs
rP
$1,657,388
Utilities
LS
$700,000
1
$700,000
Traffic Control @ 9% of Subtotal
LS
$149,165
1
$149,165
Signing and Striping @ 2% of Subtotal
LS
$33,148
1
$33,148
Drainage @ 13% of Subtotal
LS
$215,460
1
$215,460
Irrigation @ 18% of Subtotal
LS
$298,330
1
$298,330
Geogrid @ 3%
LS
$49,722
Right of Way 13`)/0 of Subtotal
LS
$215,460
1
$215,460
Subsurface Utility Engineering @ 8% of Subtotal
LS
$132,591
1
$132,591
Design and Construction Engineering @ 13% of
Subtotal
LS
$215,460
1
$215,460
Mobilization @ 8% of Subtotal
LS
$132,591
1
$132,591
TOTAL ESTIMATED CONSTRUCTION COSTS
$3,749,594
RURAL COLLECTOR -AUXILIARY LANES ( RECONSTRUCT FROM INITIAL TO ULTIMATE SECTION
W/ AUXILIARY)
ITEM DESCRIPTION
UNIT
UNIT COST
QUANTITY
TOTAL COST
Clearing and Grubbing
LS
$80,000
1
$80,000
Removal of Asphalt Mat
SY
$10
16,427
$164,270
Embankment Material (Complete in Place)
CY
$20
15,000
$300,000
Aggregate Base Course (9 inch thickness)
TON
$30
15,787
$473,616
Hot Mix Asphalt (8 inch thickness)
TON
$95
13,490
$1,281,555
Subtotal Costs
r $2,299,441
Utilities
LS
$700,000
1
$700,000
Traffic Control @ 9% of Subtotal
LS
$206,950
1
$206,950
Signing and Striping @ 2% of Subtotal
LS
$45,989
1
$45,989
Drainage @ 13% of Subtotal
LS
$298,927
1
$298,927
Irrigation @ 18% of Subtotal
LS
$413,899
1
$413,899
Geogrid @ 3%
LS
$68,983
Right of Way 13% of Subtotal
LS
$298,927
1
$298,927
Subsurface Utility Engineering @ 8% of Subtotal
LS
$183,955
1
$183,955
Design and Construction Engineering @ 13% of
Subtotal
LS
$298,927
1
$298,927
Mobilization @ 8% of SLbtotal
LS
$183,955
1
$183.955
TOTAL ESTIMATED CONSTRUCTION COSTS
$4,930,971
RURAL COLLECTOR - LANE/SHOULDER WIDENING (WIDEN FROM INITIAL TO ULTIMATE
SECTION)
ITEM DESCRIPTION
UNIT
UNIT COST
QUANTITY
TOTAL COST
Clearing and Grubbing
LS
$80.000
1
$80,000
Removal of Asphalt
Mat
SY
$10
7,040
$70,400
Embankment Material (Complete in Place)
CY
$20
7,500
$150,000
Aggregate Base Course (9 inch thickness)
TON
$30
8,501
$255,024
Hot Mix Asphalt (8 inch thickness)
TON
$95
7.264
$690,068
Subtotal Costs
$1,245,492
Utilities
LS
$700,000
1
$700,000
Traffic Control @ 7% of Subtotal
LS
$87,184
1
$87,184
Signing and Striping @ 2% of Subtotal
LS
$24,910
1
$24,910
Drainage @ 10% of Subtotal
LS
$124,549
1
$124,549
Irrigation @ 10% of Subtotal
LS
$124,549
1
$124,549
Geogrid @ 2`)/0
LS
$24,910
Right of Way 10% of Subtotal
LS
$124,549
1
$124,549
Subsurface Utility Engineering @ 8% of Subtotal
LS
$99,639
1
$99.639
Design and Construction Engineering @ 10% of
Subtotal
LS
$124,549
1
$124,549
Mobilization @ 7% of Subtotal
LS
$87,184
1
$87,184
TOTAL ESTIMATED CONSTRUCTION COSTS
$2,742,607
RURAL LOCAL - GRAVEL TO PAVED (RECONSTRUCT FROM INITIAL TO ULTIMATE SECTION)
ITEM DESCRIPTION
UNIT
UNIT COST
QUANTITY
TOTAL COST
Clearing and Grubbing
LS
$70,000
1
$70,000
Removal of Asphalt
Mat
SY
$10
-
$0
Embankment Material (Complete in Place)
CY
$20
7,280
$145,600
Aggregate Base Course (8 inch thickness)
TON
$30
7,594
$227,821
Hot Mix Asphalt (6 inch thickness)
TON
$95
5,421
$514,976
Subtotal Costs
r $958,397
Utilities
LS
$250,000
1
$250,000
Traffic
Control @ 5% of Subtotal
LS
$47,920
1
$47,920
Signing and Striping @ 1%
of Subtotal
LS
$9,584
1
$9,584
Drainage @ 13% of Subtotal
LS
$124,592
1
$124,592
Irrigation @ 5% of Subtotal
LS
$47,920
1
$47,920
Geogrid @ 3%
LS
$28,752
Right of Way 5% of Subtotal
LS
$47,920
1
$47,920
Subsurface Utility Engineering @ 8% of Subtotal
LS
$76,672
1
$76,672
Design and Construction Engineering @ 10% of
Subtotal
LS
$95,840
1
$95,840
Mobilization @ 6% of Subtotal
LS
$57,504
1
$57,504
TOTAL ESTIMATED CONSTRUCTION COSTS
$1,716,348
A.
..t. : 8
N
GO'
5
II trarMOM WA!
RURAL LOCAL - LANE/SHOULDER WIDENING (WIDEN LANE AND SHOULDERS FROM INITIAL
TO ULTIMATE SECTION)
ITEM DESCRIPTION
UNIT
UNIT COST
QUANTITY
TOTAL COST
Clearing and Grubbing
LS
$60,000
1
$60,000
Removal of Asphalt
Mat
SY
$10
2,500
$25,000
Embankment Material (Complete in Place)
CY
$20
7,280
$145,600
Aggregate Base Course (8 inch thickness)
TON
$30
3,255
$97,638
Hot Mix Asphalt (6 inch thickness)
TON
$95
2,323
$220,704
Subtotal Costs
$548,942
Utilities
LS
$200,000
1
$200,000
Traffic Control @ 5% of Subtotal
LS
$27,447
1
$27,447
Signing and Striping @ 1% of Subtotal
LS
$5,489
1
$5,489
Drainage @ 10% of Subtotal
LS
$54,894
1
$54,894
Irrigation @ 4% of Subtotal
LS
$21,958
1
$21,958
Geogrid @ 2%
LS
$10,979
Right of Way 3`)/0 of Subtotal
LS
$16,468
1
$16,468
Subsurface Utility Engineering @ 8% of Subtotal
LS
$43,915
1
$43,915
Design and Construction Engineering @ 9% of
Subtotal
LS
$49,405
1
$49,405
Mobilization @
5% of Subtotal
LS
$27,447
1
$27,447
TOTAL ESTIMATED CONSTRUCTION COSTS
$995,966
APPENDIX D - REFERENCES AND SOURCES
Berthoud (2016) Town of Berthoud Master Street Plan
Boulder County (2019) Boulder County Transportation Master Plan
CDOT (2020) CO 52 Planning and Environmental Linkages Study Existing Conditions
Report
Ch2m (2018) US 34 Planning and Environmental Linkages Study
Charlier Associates, Inc. (2016) City of Brighton Transportation Master Plan
City and County of Broomfield (2016) Broomfield 2016 Transportation Plan
City of Greeley (2011) Greeley Transportation Plan
Civil Resources (2016) Ault Comprehensive Plan
Civil Resources (2016) Nunn Comprehensive Plan
Clarion Associates (2016) Longmont Multimodal and Comprehensive Plan
CDOT (2019) Colorado Highway 71 Truck Freight Diversion Feasibility Study
Coppola, E.G., P.E., PTOE,. (July 2008) Town of Severance Transportation Plan
Denver Regional Council of Governments (May 2019). 2040 Metro Vision Regional
Transportation Plan
Fehr & Peers (2020) Town of Windsor Master Transportation Plan
Felsburg, Holt & Ullevig. (May 2020) 2045 Statewide Transportation Plan (Draft)
Felsburg, Holt & Ullevig. (May 2020) 2045 Statewide Transit Plan (Draft)
Felsburg, Holt & Ullevig. (December 2012) Adams County Transportation Plan
Felsburg, Holt & Ullevig. (June 2003) City of Dacono Transportation Plan
Felsburg, Holt & Ullevig. (March 2004) City of Evans Transportation Plan
Felsburg, Holt & Ullevig. (2019) State Highway 66 Planning and Environmental Linkages
Study
Felsburg, Holt & Ullevig. (November 2013) Town of Eaton Transportation Plan
Felsburg, Holt & Ullevig. (January 2018) Town of Erie Transportation Master Plan
Felsburg, Holt & Ullevig. (February 2008) Town of Johnstown Transportation Plan
Felsburg, Holt & Ullevig. (August 2010) Town of LaSalle Transportation Plan
Felsburg, Holt & Ullevig. (2018) Town of Mead Transportation Plan
Felsburg, Holt & Ullevig. (November 2008) Town of Milliken Transportation Master Plan
Felsburg, Holt & Ullevig. (2015) Town of Timnath Transportation Plan
Felsburg, Holt & Ullevig. (May 2020) Upper Front Range 2045 Regional Transportation
Plan (Draft)
Felsburg, Holt & Ullevig. (2017) US 85 Planning and Environmental Linkages Study
HDR (August 2017) Larimer County Transportation Plan
JR Engineering (2018) City of Fort Lupton Transportation Plan
Matrix Design Group (October 2017) Town of Lochbuie Comprehensive Plan
North Front Range Metropolitan Planning Organization (September 2019) North Front
Range 2045 Regional Transportation Plan
Resource Conservation Partners, LLC (2016) Town of Kersey Comprehensive Plan
Stolfus (November 2019) Transportation Plan Town of Hudson, CO
Town of Platteville (2017) Comprehensive Plan Town of Platteville
Weld County Planning Department (November 2020) Weld County Comprehensive
Plan
APPENDIX a-oWeld County Functional Classification Map (DRAFT)
;-ter
15 25 35 <5 55
Illhi'' l
Y• •t••'•�•'�•V• •l•- t r F
55 65 75 85 95
Arterial (140' ROW")
Arterial Not Constructed (Future ROW Voles)
a Collector (80' ROW)
a County Highway (140'-180' ROW)
Municipal Arterial (ROW Varies)
105 115 125 135
105 115 125
135 145 155
This product has been developed solely To. Internal use only by
Weld County The GIS database and data in the product Is
subject to constant change and the accuracy and
completeness cannot be and Is not guaranteed UNDER NO
CIRCUMSTANCE SHALL THE PRODUCT BE USED FOR FINAL DESIGN
PURPOSES WELD COUNTY MAKES NO WARRANTIES OR
GUARANTEES EITHER EXPRESSED OR IMPUED AS TO THE
COMPLETENESS. ACCURACY. OR CORRECTNESS OF SUCH
PRODUCT NOR ACCEPTS ANY LIABILITY ARISING FROM ANY
INCORRECT. INCOMPLETE. OR MISLEADING INFORMATION
CONTAINED THEREIN No pan of the product may be copied
reproduced or transmitted In any form or by any means
whatsoever includingbut not limited to eleChanIC
mechanical Photocopying, recording. scanning. or by ony
information retrieval system or any non -approved purpose
without the express written consent of Weld County
Grovel Local (60' ROW)
Highway
Municipal Road
T City Limits
CountyBoundary
AMENDED XX/XX/2020
'The minimum nQnt-pl-woy for /VCR 2a between Sd 392 ora WCP ; 7J w4l be ; :JO except of the iollowirQ intersections it wfl be I at7• Ski 392. WCR 74, SN I A WCP ?J. WCP VIAL
Cheryl Hoffman
From:
Sent:
To:
Subject:
Attachments:
Kristine Ranslem
Friday, September 18, 2020 8:54 AM
Cheryl Hoffman; Esther Gesick
Ordinances 2020-13 and 2020-17
ResOrdinance 2020-17.pdf; pg12.pdf; PC Min 09-15-20.pdf; ResOrdinance 2020-13
(Chapt. 22).pdf; PC Min 09-15-20.pdf; ResOrdinance 2020-13.doc
Please see the attached PC Resolutions and Minutes for Ordinances 2020-13 and 2020-17.
PW did make a change to Page 12 of the Transportation plan, so I have included that change in the Resolution and have
attached page 12 for you if you want to just swap it out of the previous version I sent you. Also, Planning made a
spelling correction on page 1 at the bottom of the page, so I have included the word document for that Ordinance as
well.
If you need anything else, please let me know. Thank you!!
Have a wonderful weekend
�C{'GStGlr�e 1ZGlviSZeriA,
Planning Technician
Weld County Planning Department
1555 N. 17th Avenue
Greeley, CO 80631
(970)400-3519
kranslem@weldqov.com
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
1
Cheryl Hoffman
From:
Sent:
To:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Kristine Ranslem
Tuesday, September 15, 2020 7:59 AM
Cheryl Hoffman; Esther Gesick
Ordinance 2020-17
ResOrdinance 2020-17.pdf; City of Greeley Comments.pdf; City of Brighton
Comments.pdf
Follow up
Flagged
Please see attached Ordinance 2020-17. Evan wanted to incorporate the survey results into the Transportation Plan so
those have now been added. The PC will be reviewing this Ordinance today, so I will be forwarding their
recommendation at the end of the week GIPJ
Also, attached are comments from the City of Greeley and the City of Brighton. Cheryl, please let me know if there is
anything else I am missing.
If you have any questions, please let me know. thanks!
K KIS- Uvbe %teavbs/e
Planning Technician
Weld County Planning Department
1555 N. 17th Avenue
Greeley, CO 80631
(970)400-3519
kranslem@weldgov.com
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
1
Cheryl Hoffman
From:
Sent:
To:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Kristine Ranslem
Tuesday, September 15, 2020 8:02 AM
Cheryl Hoffman
FW: Transportation Plan and Functional Classification Map
Appendix A-D.pdf
Follow up
Flagged
From: Evan Pinkham <epinkham@weldgov.com>
Sent: Wednesday, September 09, 2020 8:41 AM
To: Kristine Ranslem <kranslem@weldgov.com>
Subject: RE: Transportation Plan and Functional Classification Map
Kris,
The 2020 maps that I just sent you are slightly different from the ones I sent yesterday, so please use the versions I sent
today. Also, attached are the appendices for the Transportation Plan. Please include these with the plan.
Thanks!
Evan
Evan Pinkham, MPA
Transportation Planner
Weld County Public Works
1111 H Street
Greeley, CO 80631
(970)400-3727
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: Kristine Ranslem <kranslem@weldgov.com>
Sent: Tuesday, September 8, 2020 4:31 PM
To: Evan Pinkham <epinkham@weldgov.com>
Cc: Dawn Anderson <dranderson@weldgov.com>; Elizabeth Relford <erelford@weldgov.com>
Subject: RE: Transportation Plan and Functional Classification Map
1
Thanks so much Evan! Just so I understand the Functional Classification Map (changes) is what is proposing to be
changed and the Functional Classification Map (draft) is what is existing?
From: Evan Pinkham <epinkham@weldgov.com>
Sent: Tuesday, September 08, 2020 4:28 PM
To: Kristine Ranslem <kranslem@weldgov.com>
Cc: Dawn Anderson <dranderson@weldgov.com>; Elizabeth Relford <erelford@weldgov.com>
Subject: Transportation Plan and Functional Classification Map
Kris,
Attached are the draft transportation plan and functional classification map. I will need to update the public outreach
portion of the transportation plan once I receive the survey info. I will provide you with a new draft when I get that.
Thanks,
Evan
Evan Pinkham, MPA
Transportation Planner
Weld County Public Works
1111 H Street
Greeley, CO 80631
(970)400-3727
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
2
Cheryl Hoffman
From:
Sent:
To:
Subject:
Attachments:
Kristine Ranslem
Tuesday, September 15, 2020 8:01 AM
Cheryl Hoffman
FW: Transportation Plan and Functional Classification Map
2020 Functional Classification Map (changes).pdf; 2020 Functional Classification Map
(draft).pdf; 2017 Functional Classification Map.pdf
From: Evan Pinkham <epinkham@weldgov.com>
Sent: Wednesday, September 09, 2020 8:39 AM
To: Kristine Ranslem <kranslem@weldgov.com>
Cc: Dawn Anderson <dranderson@weldgov.com>; Elizabeth Relford <erelford@weldgov.com>
Subject: RE: Transportation Plan and Functional Classification Map
Hey Kris,
So the 2017 Functional Classification Map (Attached) is what is existing. The 2020 Functional Classification Map (draft) is
what the outcome of the changes will be. The 2020 Functional Classification Map (changes) highlights what changes are
being made.
Let me know if you have any questions.
Thanks!
Evan
Evan Pinkham, MPA
Transportation Planner
Weld County Public Works
1111 H Street
Greeley, CO 80631
(970)400-3727
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: Kristine Ranslem <kranslem@weldgov.com>
Sent: Tuesday, September 8, 2020 4:31 PM
To: Evan Pinkham <epinkham@weldgov.com>
1
Cc: Dawn Anderson <dranderson@weldgov.com>; Elizabeth Relford <erelford@weldgov.com>
Subject: RE: Transportation Plan and Functional Classification Map
Thanks so much Evan! Just so I understand the Functional Classification Map (changes) is what is proposing to be
changed and the Functional Classification Map (draft) is what is existing?
From: Evan Pinkham <epinkham@weldgov.com>
Sent: Tuesday, September 08, 2020 4:28 PM
To: Kristine Ranslem <kranslem@weldgov.com>
Cc: Dawn Anderson <dranderson@weldgov.com>; Elizabeth Relford <erelford@weldgov.com>
Subject: Transportation Plan and Functional Classification Map
Kris,
Attached are the draft transportation plan and functional classification map. I will need to update the public outreach
portion of the transportation plan once I receive the survey info. I will provide you with a new draft when I get that.
Thanks,
Evan
Evan Pinkham, MPA
Transportation Planner
Weld County Public Works
1111 H Street
Greeley, CO 80631
(970)400-3727
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
2
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30 Weld County. The GIS database and data in the product is
subject to constant change and the accuracy and
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PURPOSES. WELD COUNTY MAKES NO WARRANTIES OR
20 GUARANTEES. EITHER EXPRESSED OR IMPLIED AS TO THE
COMPLETENESS ACCURACY, OR CORRECTNESS OF SUCH
PRODUCT NOR ACCEPTS ANY LIABILITY ARISING FROM ANY
INCORRECT, INCOMPLETE OR MISLEADING INFORMATION
CONTAINED THEREIN No part of the product may be copied,
10 reproduced or transmitted in any form or by any means
whatsoever. including. but not limited to. electronic.
mechanical photocopying. recording. scanning or by any
information retrieval system or any non -approved purpose
without the express mitten consent of Weld County.
JOINS
Arterial (140' ROW*)
Arterial Not Constructed (Future ROW Varies)
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Municipal Arterial (ROW Varies)
Paved Local (60' ROW)
Gravel Local (60' ROW)
'The minimum right-of-way for WCR 29 between SH 392 and WCR 100 will be 100' except at the following intersections it will be I 40': SH 392, WCR 74, SH 14, WCR 90, WCR I00.
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Note: The minimum right-of-way for WCR 29 between SH 392
and WCR 100 will be 100' except at the following intersections
it will be 140': SH 392, WCR 74, SH 14, WCR 90. WCR 100.
Weld County Public Works
Map Disclaimer
his product has been developed solely for internal use only by Weld County. The GIS database and data in the
product is subject to constant change and the accuracy and completeness cannot be and is not guaranteed
The designation of lots or parcels or land uses in the database does not imply that the lots or parcels were legally created
or that the land uses comply with applicable State or Local law UNDER NO CIRCUMSTANCE SHALL THE PRODUCT
BE USED FOR FINAL DESIGN PURPOSES. WELD COUNTY MAKES NO WARRANTIES OR GUARANTEES, EITHER
EXPRESSED OR IMPLIED AS TO THE COMPLETENESS, ACCURACY, OR CORRECTNESS OF SUCH PRODUCT,
NOR ACCEPTS ANY LIABILITY ARISING FROM ANY INCORRECT, INCOMPLETE, OR MISLEADING INFORMATION
CONTAINED THEREIN No part of the product may be copied, reproduced or transmitted in any form or by any means
whatsoever, including, but not limited to, electronic, mechanical, photocopying, recording, scanning, or by any
information retrieval system or any non -approved purpose without the express written consent of Weld County
Amended 5/3/17
Page 75
CHAPTER 8 - Public Works
ARTICLE VIII - Transportation Planning
Sec. 8-8-10. - Weld County Transportation Plan and Functional Classification Map.
A. The Weld County Transportation Plan, as amended ("Transportation Plan"), is
intended to summarize existing transportation conditions, recommend policy, funding
and roadway development for the County over a twenty -five-year planning horizon.
The Transportation Plan will serve an integral part in the decision making process for
County staff and elected officials. The primary purpose of this Article is to provide
technical information that can be used as a basis for formulating transportation -related
policies. The Transportation Plan will also be an extension of the Comprehensive Plan
focusing on basic travel characteristics unique to the County. The Transportation Plan
is found in Appendix 8-N of this Chapter and is intended to be used in concert with
Chapter 22 of this Code. It is recommended to update this plan when updating the
comprehensive plan. very five (5) years
B. The Functional Classification Map is a component of the Transportation Plan and is
the process by which County roads are grouped into classes according to the
character of service provided. The purpose of gGrouping the roads into classes hers
identif ies the required minimum width of future right-of-way and locations for future
right-of-way reservation. It is recommended to update the Functional Classification
Map every two (2) years. The Functional Classification Map is found in Appendix 8-O
of this Chapter.
C. The minimum right-of-way widths are as follows, unless shown otherwise on the
Functional Classification Map found in Appendix 8-O of this Chapter:
1. Arterial: One -hundred forty (140) feet.
2. Collector: Eighty (80) feet.
3. Local: Sixty (60) feet.
4. Minimum right-of-way widths for "Arterials Not Constructed" shown on the
Functional Classification Map found at Appendix 8-O of this Chapter are found in
project identifications and/or designs approved by resolutions of the Board of
County Commissioners.
5. Minimum right-of-way widths for Weld County four -lane controlled -access
highways detailed in C.R.S. Section 43-2-110 are identified in approval
documents.
D. Where road right-of-way has not been dedicated or otherwise acquired by the County,
but the County maintains a public road, the width of the prescriptive right-of-way,
which includes the entire area necessary for maintenance by the County, shall be a
minimum of 60 feet (30 feet from either side of the center of the road).
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