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La Plata County, CO Pavement Management Analysis Report

March 2018

La Plata County, CO Attn.: Aaron McKelvey, P.E., Project Engineer

1060 Main Avenue Unit 104 Durango, CO 81301

IMS Infrastructure Management Services 1820 West Drake Drive, Suite 104, Tempe, AZ 85283

Phone: (480) 839-4347, Fax: (480) 839-4348 www.ims-rst.com

IMS Infrastructure Management Services La Plata County_Report_ Rev2a Page i

TABLE OF CONTENTS

TABLE OF CONTENTS I

1.0 PROJECT DESCRIPTION 1

1.1 Principles of Pavement Management 1

1.2 The Pavement Management Process 4 1.3 Functional Class Review 7

1.4 Assembly of Data Into Projects 9

1.5 Understanding the Pavement Condidtion Index Score 11

2.0 ROADWAY NETWORK CONDITION AND FINDINGS 19

2.1 Roadway Network Size 19

2.2 Network Present Condition 21

2.3 Condition By Functional Classification 25

2.4 Structural and Load Associated Distress Analysis 26

2.5 Evaluating Quality of the Network and Reconstruction Backlog 29

3.0 REHABILITATION PLAN AND BUDGET DEVELOPMENT 32

3.1 Key Analysis Set Points 32

3.2 Fix All and Annual Estimates 36

3.3 Network Budget Analysis Models 37 3.4 La Plata County Comparisons to Other Agencies 41

3.5 Selection Summary and Post Rehabilitation Condition 43

3.6 True Cost of Underfunding of a Roadway Network 46

3.7 Network Recommendations and Comments 47

APPENDED REPORTS Following Page 47

Appendix A Street Inventory and Condition Summary, Sorted by Street Name

Appendix B $1M/year Rehabilitation Plan by Segment

Appendix C $1M/year Rehabilitation Plan by Year

APPENDED MAPS Located on Thumb Drive

Functional Classification Designation

Pavement Condition Index and Rating by Segment Using PCI

Pavement Condition Index and Rating by Segment Using Descriptive Terms

Five Year Rehabilitation Plan for $1M Budget

$1M Post Rehabilitation PCI Map

IMS Infrastructure Management Services La Plata County_Report_ Rev2a Page ii

Abbreviationor Acronym Definition

$k Dollars in thousands ($,000)$M Dollars in millions

%SP Percent Spreadability - component of deflection analysisAC Asphalt Concrete - asphalt streets, f lexible pavements, also know n as ACPACP Asphalt Concrete Pavement - asphalt streets, f lexible pavements, also know n as ACART Arterial roadw ay functional classif ication

ASTM American Society of Testing MethodsAvg AverageBCI Base Curvature Index - component of deflection analysisBrk BreakCAL Coarse Aggregate LossCDV Corrected Deduct Value - part of the ASTM D6433 PCI calculationCOL Collector roadw ay functional classif icationCrk Crack

DeflCON Deflection Condition - structural load analysis based on traff ic loading and deflectionDMD Dynamic Maximum Deflection - temperature corrected deflection

Dvdd Slab Divided SlabDynaCON Dynamic Condition - structural layer analysisft or FT Foot

ft2 or FT2 Square footFunCL Functional Classif icationFWD Falling w eight deflectometerGCI Gravel Condition IndexGFP Good - Fair - PoorGIS Geographic Information System

GISID GIS segment identif ication numberH&V Horizontal and VerticalIRI International Roughness IndexJt Joint

L&T Longitudinal and TransverseLAD Load associated distressLOC Local roadw ay functional classif ication - same as RESLOG Lip of Gutter

m Metre or meterM Moderatem2 square metre or square meter

MART Major arterial roadw ay functional classif icationMax Maximum

MaxDV Maximum Deduct ValueMCOL Major collector roadw ay functional classif ication

mi or Mi MileMin Minimum

MnART Minor arterial roadw ay functional classif icationMnCOL Minor collector roadw ay functional classif icationMOD ModerateNLAD Non-load associated distressOCI Overall condition index, also know n as PCIOlay OverlayPART Primary arterial roadw ay functional classif ication

Pavetype Pavement TypePCC Portland Cement Concrete - concrete streetsPCI Pavement Condition Index - generic term for OCIR&R Remove and replace

RART Rural arterial roadw ay functional classif icationPWF Priority Weighting Factor

Recon ReconstructionRehab RehabilitationRES Local roadw ay functional classif ication - same as LOC

RI or RCI Roughness IndexS Strong

SART Secondary arterial roadw ay functional classif icationSCI Surface Curvature Index - componenent of deflection analysisSDI Surface Distress IndexSI Structural Index

STA Station or chainageSurf Trtmt Surface Treatment

TDV Total Deduct ValueW Weak

IMS Infrastructure Management Services La Plata County_Report_Rev 2a Page 1

1.0 PROJECT DESCRIPTION

1.1 PRINCIPLES OF PAVEMENT MANAGEMENT

Nationwide, billions of dollars have been invested in roadway networks by municipal, state, and federal governments. Locally, La Plata County has 221.9 miles of roadways, encompassing over 3,505,654 square yards of asphalt and concrete surfacing. At an average replacement cost for a typical roadway just over $923k per mile, not including the value of the land, the County has over $204.8 million invested in its paved roadway network.

Figure 1 – Replacement Value of La Plata County Paved Roadway Network

Preservation of existing roads and street systems has become a major activity for all levels of government. There is a shortage of funds to maintain street systems at the state and local government levels. Therefore, funds that have been designated for pavements must be used as effectively as possible. One proven method to obtain maximum value of available funds is through the use of a pavement management system.

Pavement management is the process of planning, budgeting, funding, designing, constructing, monitoring, evaluating, maintaining, and rehabilitating the pavement network to provide maximum benefits with available funds.

A pavement management system is a set of tools or methods that assist decision makers in finding optimal strategies for providing and maintaining pavements in a serviceable condition over a given time period.


As shown in Figure 2, streets that are repaired when they are in a good condition will cost less over their lifetime than streets that are allowed to deteriorate to a poor condition. Without an adequate routine pavement maintenance program, streets require more frequent reconstruction, thereby costing millions of extra dollars. Over time, pavement quality drops until the pavement condition becomes unacceptable. For each street, the shape of the curve, and hence, the rate of deterioration, is dependent on many factors – foremost of which being the strength of the roadway structure and traffic loading. The key to a successful pavement management program is to develop a reasonably accurate performance model of the roadway, and then identify the optimal timing and rehabilitation strategy. The resultant benefit of this exercise is realized by the long term cost savings and increase in pavement quality over time. As illustrated in Figure 2, pavements typically deteriorate rapidly once they hit a specific threshold. A $1 investment after 40% lifespan is much more effective than deferring maintenance until heavier overlays or possibly reconstruction are required just a few years later.

Figure 2 – Pavement Deterioration and Life Cycle Costs

Once implemented, an effective pavement information management system can assist agencies in developing long-term rehabilitation programs and budgets. The key is to develop policies and practices that delay the inevitable total reconstruction for as long as practical yet still remain within the target zone for cost effective rehabilitation. That is, as each roadway approaches the steepest part of its deterioration curve, apply a remedy that extends the pavement life, at a minimum cost, thereby avoiding costly heavy overlays and reconstruction.


The goal of a pavement management system is to identify the optimal level of funding, timing, and to create a renewal strategy that agencies should adopt to keep their roadway network at a satisfactory level of service. Figure 3 illustrates the concept of extending pavement life through the application of timely rehabilitations.

Figure 3 – Pavement Life Cycle Curve

Ideally, the lower limit of the target zone shown in Figure 3 would have a minimum PCI value in the 65 to 75 range to keep as many streets as possible requiring a thin overlay or less. The upper limit would tend to fall close to the higher end of the Very Good category – that is a pavement condition score approaching 85. Other functions of a pavement management system include assessing the effectiveness of maintenance activities, new technologies, and storing historical data and images.

For La Plata County, a prioritization methodology based on pavement condition, pavement materials, condition, and strength rating was used to analyze the network condition and develop the proposed 5 year rehabilitation plan.

The analysis methodologies and data collection technologies were based on the latest version of ASTM D6433 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys (hereinafter ASTM D6433) for assessment of pavement surface condition and the International Roughness Index (IRI) for quantification of pavement roughness on all county streets. These measurements of pavement quality are combined to form an overall 0 to 100 Pavement Condition Index (PCI), with 100 being the best.

Time

Pave

men

t Qua

lity

Target Zone for Pavement Rehabilitation

Un-rehabilitatedPavement Performance

Pavement Life Cycle Curve

Increased Pavement Life


1.2 THE PAVEMENT MANAGEMENT PROCESS

The actual pavement management process involves three unique, but important steps, and is presented graphically in Figure 4. Each activity builds on the previous, until the end result is a prioritized paving and rehabilitation program.

Figure 4 – The Pavement Management Process

Highlights of the pavement management process include:

1. System Configuration – This step involves identifying all roadways in the county’s network, assigning them a unique identifier, listing their physical characteristics (length, width, etc.) and demographic attributes (pavement type, traffic, functional classification), and linking the network to the county’s GIS map.

2. Field Surveys – Following a set of predefined assessment protocols matching the pavement management software (ASTM D6433), a specialized piece of survey equipment – referred to as a Laser Road Surface Tester (Laser RST, Figure 5, pictured on page 6) – is used to collect observations on the condition of the pavement surface, as well as collect digital imagery and spatial coordinate information. The Laser RST surveys each local street from end to end in a single pass, while all other roadway classifications are completed in two passes.

Key pavement condition data elements collected by the Laser RST include:

• Roughness Index – Roughness is measured following the industry standard “International Roughness Index” (IRI), an open-ended score that measures the number of bumps per mile and reports the value as millimeters/meter. The IRI value is converted to a 0 to 100 score and reported as the Roughness Index (RI) as follows:


RI = (12.5 – 3.5 x ln(IRI)) x 10

where ln(IRI) is the natural logarithm of IRI.

In common terms, a newer street would have a Roughness Index above 85, while one due for an overlay would be in the range 45 to 75. Failed streets typically have roughness values below 45.

• Surface Distress Index – The Laser RST collects surface distress observations based on the extent and severity of distresses encountered along the length of the roadway following ASTM D6433 protocols for asphalt and concrete pavements. The surface distress condition (cracking, potholes, raveling, and the like) is considered by the traveling public to be the most important aspect in assessing the overall pavement condition.

Presented on a 0 to 100 scale, the Surface Distress Index (SDI) is an aggregation of the observed pavement defects. Within the SDI, not all distresses are weighted equally. Certain load associated distresses (caused by traffic loading), such as rutting or alligator cracking on asphalt streets, or divided slab on concrete streets, have a much higher impact on the surface distress index than non-load associated distresses such as raveling or patching. Even at low extents and moderate severity – less than 10% of the total area – load associated distresses can drop the SDI considerably. ASTM D6433 also has algorithms within it to correct for multiple or overlapping distresses within a segment.

For this project, extent and severity observations were collected, processed, and loaded into the pavement management software. Within the software, the following distresses, listed in order from greatest to lowest impact, are presented as a 0 to 10 rating for review and reporting:

Alligator Cracking – Alligator cracking is quantified by the severity of the failure and number of square feet. Even at low extents, this can have a large impact on the condition score as this distress represents a failure of the underlying base materials.

Wheel Path Rutting – Starting at a minimum depth of ¼ inch, wheel path ruts are quantified by their depth and the number of square feet encountered. Like alligator cracking, low densities of rutting can have a large impact on the final condition score.

Longitudinal, Transverse, Block (Map), and Edge Cracks – These are quantified by their length and width. Longitudinal cracks that intertwine are the start of alligator cracking.

Patching – Patching is quantified by the extent and quality of patches. When the majority of a roadway surface is covered by a patch, such as a large utility replacement, the rating of the patch is minimized. All potholes are rated as patches.

Distortions – All uneven pavement surfaces such as depressions, bumps, sags, swells, heaves, and corrugations are included as distortions and are quantified by the severity and extent of the affected area.

Raveling – Raveling is the loss of fine aggregate materials on the pavement surface and is measured by the severity and number of square feet affected.


Bleeding – Bleeding is the presence of free asphalt on the roadway surface caused by too much asphalt in the pavement or insufficient voids in the matrix. The result is a pavement surface with low skid resistance and is measured by the amount and severity of the area.

Similar distresses were collected for concrete streets including divided slab, corner breaks, joint spalling, faulting, polished aggregate, and scaling.

• Structural Index – The full street network was tested for structural adequacy using a Dynaflect device. The field data is then compared to what loads the road is expected to carry as well as used to develop a layer analysis to evaluate if the base materials and pavement structure are working as a single unit. The final result is a single 0 to 100 index value. Scores above a 75 indicate the pavement is structurally adequate, between a 45 and 75 indicate additional structure is required, and those below a 45 generally require replacement. On streets where no deflection testing was completed, the relationship between the final pavement condition score and amount of load associated distresses is used.

3. Analysis and Reporting – Following the field surveys, the condition data is assembled to create a single score representing the overall condition of the pavement. The Pavement Condition Index (PCI) is calculated as follows:

PCI = 25% Roughness + 25% Structural + 50% Surface Distress

Development of the pavement management plan and budgets were completed using La Plata County-specific rehabilitation strategies, unit rates, priorities, and pavement performance curves. The process was iterative in its attempt to obtain the greatest efficiency and cost benefit.

Figure 5 – Laser Road Surface Tester (Laser RST)


1.3 FUNCTIONAL CLASS REVIEW

As part of the scope of this assignment, the functional classification designations currently used by La Plata County were reviewed for their suitability in the pavement management analysis. There is no uniform standard for functional classification designation used by municipalities in the nation or within any given state. Assignment of functional classifications is left to the individual municipalities. The Federal Highway Administration (FHWA), American Public Works Association (APWA) and Institute of Transportation Engineers (ITE) offer some broad guidelines on how to assign classifications that were followed in this study. The County’s functional classification definitions used in the assessment are as follows:

1. Major Arterial (MART) – all cross county corridors consisting of 2 or more lanes, generally spaced at 1 mile intervals with daily traffic counts generally exceeding 5,000 vehicles per day.

2. Minor Arterial (MnART) -– continuous and discontinuous cross county corridors that are 2 or more lanes across and generally have an average daily traffic (ADT) between 2,500 and 4,999 vehicles per day. These streets exhibit arterial like traffic patterns, but at a slightly lower volume. They are typically spaced on the ½ or ¼ mile section line.

3. Major Collector (MCOL) – continuous and discontinuous cross county and inter-district corridors that are 2 or more lanes across and generally have a centerline stripe or a designated bus route. The ADT generally falls in the 1,500 to 2,499 vehicle per day range. They are typically spaced on the ½ or ¼ mile section line and on occasion, may have a short non-landscaped median. Major collectors are also assigned to streets segments leading to, or adjacent to, a major traffic generator site such as a regional shopping complex.

4. Minor Collector (MnCOL) – these are the street segments linking the residential roadways to the arterial and major collector network. They generally do not have a stripe, are two lanes across and have traffic volumes between 1,000 to 1,499 vehicles per day. Minor collectors form the entrance to communities and may have a decorative landscaped median of short duration. Minor collectors are neither transit bus nor truck routes, but may have residences adjacent to them.

5. Local (LOC) – are the majority of the street segments consisting of all residential and frontage roads not defined above or as an industrial/commercial and have traffic volumes less than 1,000.

Also, non-County owned streets were not surveyed as they are not maintained by the County.

The following figure (Figure 6) highlights the functional classifications reviewed by county staff and used for the La Plata County roadway network. An electronic version of this map is appended to this report.


Figure 6 – La Plata County Functional Classification Designation


1.4 ASSEMBLY OF DATA INTO PROJECTS

La Plata County’s GIS was used as the basis for segmenting the roadway network on an intersection-to-intersection basis. Each segment was assigned a unique identifier referred to as a GISID, establishing a one-to-one relationship between the GIS and the street inventory. The segments form the basic building block of the pavement management system and are where all attribute and condition data are stored.

The centerline segments were aggregated together within the pavement management system to form logical projects that the analysis and rehabilitation program are developed against.

In general:

• Arterial projects run from major intersection to major intersection up to 1 mile in length.

• Similar to arterials, collector streets within a neighborhood were aggregated together to form a single project where practical.

• Local streets within a single neighborhood were aggregated together so long as their combined length was less than 1 mile.

Segments were joined only when the pavement condition and functional classification were homogeneous in nature such that when joined they have a relatively uniform condition that may be rehabilitated using a single strategy.

The following (Figure 7) highlights the projects used for the analysis. An electronic version of this map is appended to this report.


Figure 7 – La Plata County Assembled Projects by Condition Rating


1.5 UNDERSTANDING THE PAVEMENT CONDIDTION INDEX SCORE

The following illustration, Figure 8, compares the Pavement Condition Index (PCI) to commonly used descriptive terms. The divisions between the terms are not fixed, but are meant to reflect common perceptions of condition.

Figure 8 – Understanding the Pavement Condition Index (PCI) Score

The general idea of what these condition levels mean with respect to remaining life and typical rehabilitation actions is included in the following table:

PCI Range

Description

Relative Remaining Life

Definition

85 – 100 Excellent 15 to 25 Years Like new condition – little to no maintenance required when new; routine maintenance such as crack and joint sealing.

70 – 85 Very Good 12 to 20 Years Routine maintenance such as patching and crack sealing with surface treatments such as seal coats or slurries.

60 – 70 Good 10 to 15 Years Heavier surface treatments and thin overlays. Localized panel replacements.

40 – 60 Fair to Marginal 7 to 12 Years Heavy surface-based inlays or overlays with localized repairs. Moderate to extensive panel replacements.

25 – 40 Poor 5 to 10 Years Sections will require very thick overlays, surface replacement, base reconstruction, and possible subgrade stabilization.

0 – 25 Very Poor 0 to 5 Years High percentage of full reconstruction.


The images presented below provide a sampling of the La Plata County streets that fall into the various condition categories with a discussion of potential rehabilitation strategies.

Very Poor (PCI = 0 to 25) – Complete Reconstruction

La Plata County has no streets rated Very Poor – this photo is from another agency – Rated as Very Poor, this segment displays extensive base failure made evident by the severe amount of fatigue (alligator) cracking, transverse and edge cracking, and patching. A mill and overlay on this street would not be suitable as the base has failed and would not meet an extended service life of at least 15 years. The curb lines are aged, but functioning at a minimal level, which provides satisfactory drainage and safety.

Deferral of reconstruction of streets rated as Very Poor will not cause a substantial decrease in pavement quality as the streets have passed the opportunity for overlay-based strategies. Due to the high cost of reconstruction, Very Poor streets are often deferred until full funding is available in favor of completing more streets that can be rehabilitated at lower costs, resulting in a greater net benefit to the County. However, this strategy must be sensitive to citizen complaints forcing the street to be selected earlier. In addition, this type of street can pose a safety hazard for motorists because severe potholes and distortions may develop. It is important to consistently monitor these streets and check for potholes or other structural deficiencies until the street is rebuilt.


Poor (PCI = 25 to 40) – Last Opportunity for Surface Base Rehabilitation

CR 250 from Hidden Falls Lane + 5280 ft. to Hidden Falls Lane +7920 ft. (GISID 2090, PCI = 35) – Rated as Poor, this segment still has some remaining life before it becomes a critical reconstruction need. On this street, the base is starting to fail extensively and will continue to spread across the full width of the segment. Some of the distresses present in this segment include linear cracking, edge cracking, and patching. If left untreated, within a short period of time, a full reconstruction would be required. This is the worst part of this segment.

On arterial roadways, Poor streets often require partial to full reconstruction – that is removal of the pavement surface and base down to the subgrade and rebuilding from there. On local roadways, they require removal of the pavement surface through grinding or excavation, base repairs, restoration of the curb line and drainage, and then placement of a new surface.

In general, the service life of Poor streets is such that if deferred for too long, it would require a more costly reconstruction. Streets rated as Poor are typically selected first for rehabilitation as they provide the greatest cost/benefit to the County – that is the greatest increase in life per rehabilitation dollar spent.


Marginal (PCI = 40 to 50) – Progressively Thicker Overlays, Often with Extensive Patching

CR 252 From Dalton Golf to CR 250 (GISID 1200, PCI = 43) – Marginal streets have distresses that tend to be localized and moderate in nature – that is they do not extend the full length of the segment and can be readily dug out and repaired. This street segment highlights this characteristic as the failed area does not quite extend the full length or width of the roadway and is still serviceable. However, it also highlights the relationship between base and pavement quality. Placing an overlay on this street without repairing the base would not achieve a full 15 year life as the failure would continue to occur over time.

Similar to streets rated as Poor, Marginal streets that display high amounts of load associated distresses are selected as a priority for rehabilitation as they provide the greatest cost/benefit to the county. If left untreated, Marginal streets with high amounts of load associated distresses would deteriorate to become partial reconstruction candidates. Marginal streets that are failing due to materials issues or non-load associated failures may become suitable candidates for thick overlays.


Fair (PCI = 50 to 60) – Thin to Moderate Overlays

CR 124 from Stoney Ridge Road + 2640 ft. to Stoney Ridge Road + 5280 ft. (GISID 2006, PCI = 50) – Rated in the Fair category, these streets require thin to moderate overlays for asphalt. Several distresses are present, but tend to be more localized and moderate in severity, and non-load related (primarily longitudinal cracking and patching). On this segment of road, the signs of deterioration are evident in the right hand travel lane of the pavement and are moderate in severity indicating the base has not yet failed, a simple dig out and repair would remove the distressed areas prior to an overlay.

Asphalt streets rated as Fair tend to receive a lower priority when developing a rehabilitation program. The reason for this is the cost to complete an overlay now would be on the order of $22 to $29/yd2 depending on the functional classification. If deferred, the rehabilitation cost would only increase by about $3 to $6/yd2 in about 5 to 10 years. Thus, the cost of deferral is low when compared to deferring a thick overlay to a reconstruction with a two to threefold increase in cost. Rehabilitation strategies tend to focus on removal and replacement and surface grinding to restore the longitudinal profile of the roadway.


Good (PCI = 60 to 70) – Surface Treatments to Thin Overlays

CR 141 from CR 136 to CR136 + 2640 ft. (GISID 2151, PCI = 66) – Rated as Good, it displays small amounts of distresses that can easily be removed and replaced to restore the visual appearance of the roadway. The existing cracks should be sealed and the pavement seal coated, with a heavier surface treatment such as microsurfacing or double slurry to fully waterproof the pavement and cover the crack sealant. The occasional dig out and replacement may be required to correct localized deficiencies. Alternatively, depending on the extent of the distressed areas, base strength and drainage, a thin overlay may be applied.

Streets rated as Good are ideal candidates for thinner surface-based rehabilitations and local repairs. Depending on the amount of localized failures, a thin edge mill and overlay, or possibly a surface

treatment, would be a suitable rehabilitation strategy for streets rated as Good. Streets that fall in the high 60 - low 70 PCI range provide the greatest opportunity for extending pavement life at the lowest possible cost, thus applying the principles of the perpetual life cycle approach to pavement maintenance. The adjacent photo is a great example of a street segment (not a La Plata County Road) that displayed low load associated distresses and thus, high structural characteristics, and once the distressed areas were replaced, a slurry seal was applied. The patching accounted for less than 5 to 10% of the total area and resulted in a good looking, watertight final surface at a much lower cost than an overlay with less disruption to the neighborhood and curb line. The patches were paver laid and roller compacted.


Very Good (PCI = 70 to 85) – Surface Treatments and Routine Maintenance

CR 213 from El Co Court to El Co Court + 1850 ft. (GISID 1744, PCI = 82) – Rated as Very Good, this road displays minor amounts of cracking that are localized and in good condition (this is about the worst part of the street). The ride is smooth, the surface is non-weathered, and the base is still strong. This street is an example of a candidate for preventative maintenance and light weight surface treatments to extend the life of a roadway.

Streets rated as Very Good generally need lightweight surface-based treatments such as surface seals, slurries, chip seals or microsurfacing. Routine maintenance such as crack sealing and localized repairs often precede surface treatments. The concept is to keep the cracks as waterproof as possible through crack sealing and the application of a surface treatment. By keeping water out of the base layers, the pavement life is extended without the need for thicker rehabilitations such as overlays or reconstruction. Surface treatments also tend to increase surface friction and visual appearance of the pavement surface but do not add structure or increase smoothness.

Surface treatments may include:

• Double or single application of slurry seals (slurries are a sand and asphalt cement mix).

• Microsurfacing – asphalt cement and up to 3/8 sand aggregate.

• Chip seals and cape seals (Chip seal followed by a slurry).

Additional cost benefits of early intervention include:

• Less use of non-renewable resources through thinner rehabilitation strategies.

• Less build-up of crown for the first and possibly second rehabilitation cycle.

• Less intrusive rehabilitation and easier to maintain access during construction.

• Easier to maintain existing drainage patterns.


Excellent (PCI = 85 to 100)

CR 302 From CR 303 to CR 304 (GISID 1947, PCI = 90) – Rated as Excellent, displaying little to no surface distresses. The ride is smooth and the surface is non-weathered and the base is strong. In a couple of years, this street segment would be an ideal candidate for routine maintenance activities such as crack sealing.

In terms of pavement management efficiency, a program based on worst-first, that is starting at the lowest rated street and working up towards the highest, does not achieve optimal expenditure of money.

Generally, under this scenario, agencies can not sufficiently fund pavement rehabilitation and lose ground despite injecting large amounts of capital into the network.

The preferred basis of rehabilitation candidate selection is to examine the cost of deferral of a street, against increased life expectancy.


2.0 ROADWAY NETWORK CONDITION AND FINDINGS

2.1 ROADWAY NETWORK SIZE

The paved roadway network consists of five functional classes, covering approximately 221.9 miles of pavement. The average pavement condition index (PCI) of the roadway network is 66. The network has two pavement types, asphalt and concrete with asphalt being predominant. The following table and Figure 9 summarize the functional classification splits within the system.


Figure 9 – Functional Classification Distribution by Area


2.2 NETWORK PRESENT CONDITION

Figure 10 presented below shows the distribution of pavement condition for the roadway network in La Plata County on a 0 to 100 scale, 0 is the worst condition and 100 is the best condition. The average pavement condition index (PCI) of the roadway network is 66. While direct comparisons to other agencies is difficult due to variances in ratings systems, overall, La Plata County is slightly above average of other agencies recently surveyed by IMS, which typically fall in the 60 to 65 range.

Figure 10 – Roadway Network Present Status

The current PCI distribution in La Plata County exhibits a relatively young network that has been subject to an effective maintenance program. It is apparent from the current distribution profile, with its bell curve skewed to the right that La Plata County has placed an emphasis on its roadway network and has invested in its ongoing renewal. A typical distribution would exhibit a bell curve centered in the 60 to 70 range and La Plata County’s bell curve falls within that range, with very few roads below a PCI of 40.


The following graph Figure 11 plots the same pavement condition information, but instead of using the actual Pavement Condition Index (PCI) value, descriptive terms are used to classify the roadways. From the chart, about eight percent (7.7%) of the network can be considered in Excellent condition with a PCI score greater than 85. These streets are in like new condition and require only routine maintenance. Nationwide, the amount of roadways falling into the Excellent category is about fifteen percent (15%), so this value is well below the average. About Forty percent (39.5%) of the network falls into the Very Good classification. These are roads that benefit most from preventative maintenance techniques such as microsurfacing, slurry seals and localized repairs. If left untreated, these roadways will drop in quality to become heavy surface treatment or overlay candidates. About twenty-two percent (21.8%) of the streets are rated as Good and are candidates for lighter surface-based rehabilitations such as heavy microsurfacing or thin overlays. Twenty-five percent (24.8%) of the network can be considered Fair to Marginal condition, representing candidates for progressively thicker overlay-based rehabilitation or panel replacements. If left untreated, they will decline rapidly into reconstruction candidates.

The remaining six percent (6%) of the network (backlog) is rated as Poor or Very Poor, meaning these roadways have failed or are past their optimal due point for overlay or surface-based rehabilitation and may require progressively heavier or thicker forms of rehabilitation, such as surface reconstruction or deep patch and paving or total reconstruction.

Figure 11 – Roadway Network Present Status Using Descriptive Terms


Figures 12 and 13 present the surveyed condition of the streets using PCI and descriptive terms, respectively. Electronic versions of these maps are appended to this report.

Figure 12 – La Plata County by Segment Using Pavement Condition Index (PCI)


Figure 13 – La Plata County Pavement Condition by Segment Using Descriptive Terms


2.3 CONDITION BY FUNCTIONAL CLASSIFICATION

Figure 14 highlights the pavement condition distribution by functional classifications. From the plot it is apparent the arterial roadways (shown in red and orange) are in the best condition and have an average PCI of 73 for the major arterials and the minor arterials have an average PCI of 70. The major arterials have no backlog and have an excellent street rating of 6.9%, while the minor arterial has a backlog of 5% and excellent street rating of 11.9%. Arterial roadways are the streets that have the majority of traffic use and link various parts of the County together. They may be considered the thoroughfares of the County and during the budget development process, should receive the highest priority when selecting rehabilitation candidates. The major collectors network average PCI is 69 and the minor collector network average PCI is 66. The major collectors have a backlog of 5.8% and the excellent street rating is at 12.7%. The minor collectors have a backlog of 11.6% and have an excellent street rating of 4.2%. The local roadway network forms a large percentage of the County’s street system. Local roadways are the streets that people live on or are used for driving within the community. Local roadways have an average PCI of 63 (backlog at 8.3% and excellent street rating at 3.2%).

Figure 14 – Condition Rating by Functional Classification


2.4 STRUCTURAL AND LOAD ASSOCIATED DISTRESS ANALYSIS

Structural testing and analysis was completed on the entire roadway network using a Dynaflect device. Dynaflect’s apply a known load to the pavement and measure the pavement response to the load through a series of geophones. From these results, the structural integrity of the roadway segment may be assessed. The purpose of the structural analysis is threefold, namely:

1. The results are used to identify and report sections with inadequate structural capacity by completing a layer analysis of the subgrade, base and pavement layers combined with an evaluation against traffic loading.

2. The structural index provides input into which performance curve each segment is to use – performance curves are used to predict pavement deterioration over time.

3. Structural analysis assists in rehabilitation selection by constraining inadequate pavement sections from receiving too light of rehabilitation, and conversely, identifying segments suitable for lighter weight treatment.

The primary areas of concern are the street segments that have a high pavement condition score (greater than 75), yet exhibit low structural characteristics (weak to moderate pavement strengths). When an overlay is to be applied, project level testing and design should be completed to ensure their structural integrity is restored. The second area of concern is the shortened pavement life due to low structural capacity – these are segments with a lower Structural Index score than PCI score. The cause of this issue can generally be traced back to three primary sources:

• Incorporation of streets into the network that were never designed to carry heavy loads resulting in premature failure. This is common in rapidly expanding agencies that annex rural roads.

• Too thin of structural cross section and overlays – this is often caused by the use of standard designs that simply result in inadequate structural capacities. A firm understanding of subgrade and base conditions combined with a qualified structural design typically results in a thicker cross section being specified, but increases the pavement life considerably.

• Increase traffic loading beyond initial design limits, combined with ever-increasing truck weights and tire pressures. Heavier garbage and recycling trucks, along with increased transit bus size can dramatically alter pavement quality in a very short period of time.

In addition, analysis of the cause of pavement failure for these street segments was completed by examining the types of distresses that have caused the PCI score to drop. Surface distresses may be categorized into two classifications – load associated distresses (LAD) and non-load associated distresses (NLAD). Load associated distresses are those that are directly related to traffic loading and structural capacounty such alligator cracking and rutting. Non-load associated distresses are those that result from materials or environmental issues including shrinkage (transverse) cracking, bleeding and raveling. Generally, load associated distresses affect the overall condition score more than non-load associated distresses – as is the case in La Plata County. For asphalt streets, roadways were classified as Weak, Moderate, or Strong based upon the structural Index and confirmed using the load associated distress analysis.

Weak pavements are those with a high ratio of load associated distresses compared to their PCI score and generally require increased pavement thickness to achieve long-term pavement life. Strong


pavements are those that have a low LADD to PCI ratio and have suitable structural capacity to accept lightweight surface treatments with minimal preparation. Moderate pavements are those that require localized rehabilitation and/or increased thickness to achieve full pavement life. These are pavements that are starting to display structural and base failures such as rutting or alligator cracking.

Figure 15 presents the structural adequacy of the roadway network against its average pavement condition, with each marker representing one segment of roadway. The diagonal black line in the plot provides an indication of roadway segments that are performing above structural expectations and those that do not provide full structural benefits over the life of the pavement. While the structural score does factor into the overall condition index, it also aids in the selection of appropriate rehabilitation strategies by restricting the ability to apply too thin of an overlay on a weak pavement section.

Figure 15 – Structural Adequacy of the Roadway Network


Figure 16 plots the relationship of the load associated distresses (shown in red) and non-load associated distress (shown in blue) against pavement condition. As can be seen from the plot, at higher PCI scores, it is the non-load associated distresses that have a higher concentration of deducts over the load associated distresses. As the PCI score drops, the load associated distresses typically affect the PCI score to a higher degree. This is indicative of a network that has good pavement performance for the first half of a street’s life, and then suffers from progressive structural or base failures over time. High PCI score (above 65) rehab selections should focus on pavement preservation activities such as surface treatments or thin overlays, possibly with some localized pavement repairs and crack sealing.

The upper black diagonal line identifies segments that have a high ratio of load associated distresses compared to their PCI score and are defined as weak. The lower black diagonal line identifies segments that have a low ratio of load associated distresses compared to their PCI score and are defined as strong. In between the two lines, and all segments with a PCI > 80 are assigned a moderate pavement strength.

In a recent study completed by IMS for the County of Longview, WA, garbage and recycle trucks account for approximately 33% to 50% of the pavement damage done to a local street, yet represent only a fraction of the traffic. The reason for this imbalance is that local streets were never designed for heavy garbage or recycle trucks and cannot effectively withstand the structural loading – often following the same wheel path.

Figure 16 – Pavement Condition Index versus Sum of Distress Deducts


2.5 EVALUATING QUALITY OF THE NETWORK AND RECONSTRUCTION BACKLOG

The concept of the Pavement Condition Index (PCI) score, backlog percentage, and number of streets rated as Excellent must be fully understood in order to understand and develop an effective pavement management program. These three metrics should fall into certain ranges in order to measure the quality and long term viability of a network.

The PCI score indicates the overall pavement condition and represents the amount of equity in the system; it is the value most commonly considered when gauging the overall quality of a roadway network. It may also be used to define a desired level of service: that is, an agency may wish to develop a pavement management program such that in five years the overall network score meets a set minimum value. Obviously, the higher the PCI score the better off the overall network condition is. Agencies with an average PCI score above 80 (when considering surface distress, roughness and possibly strength) are rare and found only in a few select communities. Less than 1 in 20 communities surveyed by IMS have that high of a condition average. Averages between 65 and 80 are indicative of either newer networks, or ones that have an ongoing pavement rehabilitation program and tend to be fully funded. Scores between 60 and 65 are common and represent a reasonable average providing a satisfactory balance between levels of service and funding, and when taken with the other two metrics may represent a well-managed and funded network. A minimum score of 60 means that overall the network falls at the lower end of the range where light weight surface treatments and thin overlays are the standard rehabilitation practice. Below a 60 means an agency has to rely on more costly rehabilitations and reconstructions to address condition issues.

At the upper end of the condition scale, a minimum of 15% of the network should be rated as Excellent. Generally, at or above 15%, means that a noticeable percentage of the roadway network is in like new condition, requiring only routine maintenance. While higher percentages of streets rated as Excellent are certainly desirable, the annual cost to maintain this rate is often cost prohibitive. Below 15% means the agency is struggling to effectively rehabilitate their network on an annual basis.

Backlog roadways are those that have dropped sufficiently in quality to the point where surface based rehabilitation efforts would no longer prove to be cost effective. These roadways are rated Poor or Very Poor and will require either partial or total reconstruction. Backlog is expressed as the percentage of roads requiring reconstruction as compared to the network totals.

It is the backlog, however, that defines the amount of legacy work an agency is facing and is willing to accept in the future. It is the combination of the three metrics that presents the true picture of the condition of a roadway network, and conversely defines improvement goals.

Generally, a backlog of 10% to 15% of the overall network is considered manageable from a funding point of view with 12% being a realistic target. Backlog rates below 10%, again are certainly desirable, but financially unachievable for a large percentage of agencies. Backlogs approaching 20% or more tend to become unmanageable, unless aggressively checked through larger rehabilitation programs, and will grow at an alarming rate. At about 20% backlog, the rate of decrease in average condition, and hence growth in backlog, exceeds most agencies ability to arrest the decline and address the large volumes of streets in need of rehabilitation. Basically, at 20% a tipping point has been met and the backlog tends to increase faster than an agency’s ability to reconstruct their streets.


La Plata County met two out of three of the minimum metrics for evaluating the quality of its roadway network. La Plata County’s average overall pavement condition is slightly above the recommended target zone of 60 to 65 with an average of 66. The number of streets rated as Excellent is below the minimum

recommended target of 15% at 7.7%. The backlog amount is 6% which is below the recommended target of 10%.

The role of the street network as a factor in the County’s well-being cannot be overstated. In simplest of terms, roadways form the economic backbone of a community. They provide the means for goods to be exchanged, commerce to flourish, and commercial enterprises to generate revenue. As such, they are an investment to be maintained.

The overall condition of an agency’s infrastructure and transportation network is a key indicator of economic prosperity. Roadway networks in general are one of the most important and dynamic sectors in the global economy, having a strong influence on not only the economic well-being of a community, but a strong impact on quality of life. Well-maintained road networks experience multiple socioeconomic benefits through greater labor market opportunities and decreasing income gap. As a crucial link between producers and their markets, quality road networks ensure straightforward access to goods and drive global and local economies. Likewise, higher network quality has a strong correlation to improvements in household consumption and income. Roads also act as a key element to social cohesion by acting as a median for integration of bordering regions (Gertler). This social integration promotes a decreased gap in income along with diversity and a greater sense of community that can play a large role in decreasing rates of poverty (Amparo).

Conversely, deterioration of roads can have adverse effects on a community and may bring about important and unanticipated welfare effects that governments should be aware of when cutting transportation budgets (Gertler). Poor road conditions increase fuel and tire consumption while shortening intervals between vehicle repair and maintenance. In turn, these roads result in delayed or more expensive deliveries for businesses and consumers (Economic Dependence on Good Roads). Economic effects of poor road networks, such as time consuming and costly rehabilitation, can be reduced if a proactive maintenance approach is successfully implemented.

La Plata County has a centerline mileage to population ratio that is above the average trend of agencies recently surveyed by IMS. When the centerline mileage is out of proportion to the population, an increased burden is placed on rate payers to maintain the network. The following plot (Figure 17) presents a comparison of population versus centerline mileage of several recent surveys. As can be seen, La Plata County falls above the trend line for centerline mileage.

One other aspect of the County’s network that should be noted is the average width of the pavements. While the center line length to population ratio is slightly higher than the expected norms, the average width is well below other agencies recently surveyed by IMS at 26.9 ft. Typical average widths fall in the 34 to 37 foot range, so La Plata County is below this range. While not directly related to pavement condition, a lower average road width does contribute to higher than average rehabilitation costs associated with standard pavement design and drainage repair activities.

The primary concern for the long term health of La Plata County roadway network from a pavement management perspective is to control the growth of the backlog and prevent any further PCI slide. By


controlling the PCI slide and minimizing the backlog, the county can save itself thousands of dollars by preventing roadway failure.

Figure 17 – Agency Population versus Centerline Mileage


3.0 REHABILITATION PLAN AND BUDGET DEVELOPMENT

3.1 KEY ANALYSIS SET POINTS

Pavement management analysis requires user inputs in order to complete its condition forecasting and prioritization. A series of operating parameters were developed in order to develop an efficient program that is tailored to the County’s needs.

Some of the highlights include:

• Pavement performance curves are used to predict future pavement condition. Asphalt streets are classified as weak, moderate, or strong, and then assigned the appropriate pavement performance curve based on their functional classification to use in the analysis. The concept of load associated distresses does not apply to concrete streets.

• The shape of performance curves reflect the concept of deferred maintenance and salvage life. Instead of dropping to an absolute PCI value of 0 after 40 years of service, the curves are designed to become asymptotic to the age axis and have a whole life of approximately 50 to 60 years depending on pavement type. This indicates the concept that once a street deteriorates past a specific threshold – about a PCI of 20, age becomes less important in rehabilitation selection.

• Priority ranking – analysis uses prioritization for rehab candidate selection. It is designed to capture as many segments in their need year based on the incremental cost of deferral. The higher the functional classification of a street, the higher priority a segment is given.

Pavement Performance Curves

The basic shape of the curves follows traditional sigmoidal performance models such as those contained in MicroPaver and other commonly used pavement management applications. Curves were created for asphalt and concrete street segments. The deterioration curves are designed to integrate the pavement condition distribution performance curves for the network, with the applied rehabilitation strategies and their expected life cycle. The curves do not drop to a PCI score of 0 and have been designed to recognize the salvage value of even the worst pavements.

It is important to recognize that even though all streets fall into specific rating categories and their respective rehabilitation strategies, it is not until a street falls to within a few points of the lower end of the range that it will become a critical need selected for rehabilitation. A similar set of curves that are flatter and extended to a longer life were developed for concrete streets and are contained in the County’s pavement management system.

Pavement performance curves represent one area where the City’s pavement management application relates more closely to the way the County manages its roadway network over MicroPaver. In MicroPaver, the performance curves terminate with a PCI of 0 between 40 and 50 years of age. In reality, the streets last much longer in and thus need to be modeled as such.


It is important to recognize that even though all streets fall into specific rating categories (as highlighted by the horizontal black dotted lines in Figure 18 and their respective rehabilitation strategies), it is not until a street falls to within a few points of the lower end of the range that it will become a critical need selected for rehabilitation.

Figure 18– Asphalt (ACP) and Concrete (PCC) Performance Curves

Rehabilitation Strategies and Unit Rates

The rehab strategies and unit rates used in the pavement analysis can be found in the table on the following page. Some important parameters include:

• Rehab Code and Activity – The assigned identifier and name to each rehabilitation strategy. The term “RR” refers to remove and replace – that is, structural patching. When this term is present, additional funds have been assigned to the strategy to allow for an increased amount of preparation work and patching. The relative terms of thin, moderate and thick are used to describe the overlay thickness. This is to facilitate consistency in the naming convention, but does not imply the same material thickness has to be used for each functional classification.

• Unit Rates – The rehab costs are presented on a per square yards basis for each pavement type, functional class, and rehab activity combination. The rates were developed using typical national averages for similar activities and adjusted for La Plata County’s location and unique conditions. Rates include a 20% burden for miscellaneous activities (such as striping removal or loop detector replacement), traffic control and engineering inspection. Costs for peripheral concrete rehab and drainage activities are not included in the unit rates. In addition, the county


program accounts for the application of additional pavement width when a roadway is selected as a full reconstruction candidate.

• Min PCI, Critical PCI, Max PCI, and PCI Reset – These define the Pavement Condition Index (PCI) range applicable to the rehab selection. The Critical PCI defines when a segment is in its need year and is deemed to be critical, otherwise if deferred, the street declines in PCI past the point which the rehabilitation is no longer appropriate. PCI Reset is the applied Post-Rehab PCI.

• Min LADD and Max LADD – are constraints applied to each segment for rehabilitation selection. A Street must meet both the PCI requirement and LADD constraint for application of a specific rehab strategy.


Figure 19 graphically presents the application of pavement rehabilitations for asphalt streets by PCI and Structural Index (SI). The Rehab numbers are simply placeholders that separate each rehabilitation project. For example, Rehab 43 is an EM/FWM plus Mod Olay with an allowance for RR. EM/FWM is an abbreviation for Edge Mill/Full Width Mill, Mod is short for Moderate and Olay is a contraction for overlay.

Unit rates increase slightly between functional classes to reflect increase costs in pavement thickness, traffic control, and striping. Rehabs 26 and 30 share the same rehab location, and is an example of where the lighter of the two options (rehab 26 – surface treatment) may be suitable in place of an overlay.

Figure 19 – Asphalt (ACP) Rehabilitation Strategies


3.2 FIX ALL AND ANNUAL ESTIMATES

Three different approaches may be taken to identify and confirm the amount of funds the county needs to set aside each year to maintain the roadway network at its current condition. All three are completed externally to the pavement management system and are simply used to validate the final results. These estimates simply identify the minimum investment needed to maintain PCI scores. They do not take into account backlog, drainage needs, or minimum standard widths.

Option 1 – Estimated Life Cycle Cost Based on Network Value

A ballpark value for the annual street maintenance budget may be quickly determined by taking the total value of La Plata County’s roadway network, estimated at $204,856,000, and dividing that by the ultimate life of a roadway – assumed to be 50 to 75 years for asphalt and concrete respectively (please note, the 50 to 75 year lifespan of the roadway is the theoretical life of the roadway surface from construction, until the point at which there is not usable surface remaining, it is not simply the lifespan of the pavement surface until the next overlay). By this method, the annual budget is estimated at $4.09M.

Pavement TypeNetwork

Valuation ($)Ultimate Life

Span (yrs)Life Cycle Cost

($/Yr)

Asphalt Netw ork 204,830,000 50 4,097,000Concrete Netw ork 26,000 75 0Composite Netw ork 0 50 0

County of La Plata, CO Network Totals: 204,856,000 4,097,000

Option 2 – Estimated Life Cycle Cost Based on Current Condition

A second method to validate the annual budget is to identify the average network PCI and associated rehabilitation requirements, and then estimate the number of miles required to be rehabilitated each year based on a typical life cycle for that rehabilitation activity. For La Plata County the average PCI for asphalt roads is a 66, which places the county in the Edge Mill plus Thin Overlay range, at an average cost of $26.74/yd2. Based on this estimate the County needs to spend approximately $5.8M/year to maintain the current condition average.

Pavement Type

Pavement Condition Index (PCI) Rehab Activity

Average Rehab Life Cycle (Yrs)

Miles to do Each Year

Blended Unit Rate ($/yd2)

Average Cost/Mile

Life Cycle Cost ($/Yr)

Asphalt Netw ork 66 Edge Mill + Thin Overlay (1.5 - 2.0) 16 13.9 26.74 422,300 5,856,937Concrete Netw ork 53 PCC Moderate Pnl Rplcmnt (< 20%) 29 0.0 45.00 665,300 434Composite Netw ork 0

County of La Plata, CO Network Totals: 5,857,372

Option 3 - Estimated Life Cycle Cost Based on Network Deficiency

The third methodology to confirm the required amount of annual funding is to identify the current network deficiency, that is the amount required to rehabilitate all streets in the network assuming unlimited funding, and then divide by the typical life cycle of each rehabilitation activity. This is referred to as the Fix All Estimate and Life Cycle Cost. The rehab strategies listed in the table are generic in nature and not


necessarily the final set that was applied to La Plata County. For La Plata County, the Fix All Estimate for the network deficiency is approximately $65 Million and the Life Cycle Cost is $4.1M/year.

Reh

ab

Cod

e

Rehab ActivityNetwork Total ($)

% of Total

Major Arterial

Minor Arterial

Major Collector

Minor Collector Local FunCL 6

Life Cycle (Yrs)

Life Cycle Cost ($/Yr)

10 Slurry Seal / Prvnttve Mntnnce 1,732,900 2.7 0 472,800 558,940 244,000 457,190 0 3 577,60020 Surface Trtmnt / Chip Seal 4,981,000 7.7 366,940 319,360 2,024,640 637,610 1,632,440 0 7 711,60023 Surface Trtmnt / Chip Seal + Strctrl Ptch 235,200 0.4 0 0 111,660 0 123,580 0 7 33,60026 Surface Trtmnt / Chip Seal + Strctrl Ptch 3,496,800 5.4 281,120 312,150 531,390 749,410 1,622,690 0 12 291,40030 Edge Mill + Thin Overlay (1.5 - 2.0) 11,121,500 17.1 0 2,182,050 3,530,180 2,218,170 3,191,110 0 16 695,10033 Edge Mill + Thin Overlay (1.5 - 2.0) + Strctrl Ptch 3,330,800 5.1 0 0 0 124,120 3,206,690 0 16 208,20036 Edge Mill + Thin Overlay (1.5 - 2.0) + Strctrl Ptch 2,962,300 4.6 0 1,603,030 0 0 1,359,300 0 20 148,10040 EM/FWM + Moderate Overlay (2.0 - 3.0) 6,115,300 9.4 0 0 1,058,290 1,200,720 3,856,330 0 21 291,20043 EM/FWM + Moderate Overlay (2.0 - 3.0) + Strctrl Ptch 1,055,400 1.6 0 0 0 1,055,380 0 0 21 50,30046 EM/FWM + Moderate Overlay (2.0 - 3.0) + Strctrl Ptch 5,966,700 9.2 0 1,303,760 1,123,910 1,057,040 2,481,940 0 25 238,70050 FWM + Thick Overlay (> 2.0 - 3.0) 12,442,600 19.1 0 0 4,184,710 791,820 7,466,040 0 26 478,60053 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 3,636,200 5.6 0 1,089,990 2,031,180 0 515,050 0 26 139,90056 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 7,401,200 11.4 0 807,840 1,835,230 1,857,100 2,900,990 0 32 231,30060 Surf Recon + Base Rehab / FWM + Strctrl Ptch + Olay 559,400 0.9 0 0 0 0 559,400 0 33 17,00065 Surf Recon + PCC to Base/FWM + Strctrl Ptch + Olay 0 0.0 0 0 0 0 0 0 33 070 ACP Full Depth Reconstruction 0 0.0 0 0 0 0 0 0 41 075 Full Depth Recon + PCC to Base 0 0.0 0 0 0 0 0 0 41 0

Total Asphalt and Composite Network: 65,037,300 100.0 648,060 8,090,980 16,990,130 9,935,370 29,372,750 0 4,112,600

510 PCC Jnt Rehab & Crk Seal 0 0.0 0 0 0 0 0 0 1 0520 PCC Localized Rehab 0 0.0 0 0 0 0 0 0 4 0523 PCC Localized Rehab + Grind 0 0.0 0 0 0 0 0 0 4 0530 PCC Slight Pnl Rplcmnt (<10%) 0 0.0 0 0 0 0 0 0 21 0533 PCC Slight Pnl Rplcmnt (<10%) + Grind 0 0.0 0 0 0 0 0 0 21 0540 PCC Moderate Pnl Rplcmnt (< 20%) 0 0.0 0 0 0 0 0 0 29 0543 PCC Moderate Pnl Rplcmnt (< 20%) + Grind 12,600 100.0 0 0 12,600 0 0 0 29 400550 PCC Extensive Pnl Rplcmnt (<33%) 0 0.0 0 0 0 0 0 0 38 0553 PCC Extensive Pnl Rplcmnt (<33%) + Grind 0 0.0 0 0 0 0 0 0 38 0560 PCC Partial Reconstruction 0 0.0 0 0 0 0 0 0 47 0570 PCC Full Depth Reconstruction 0 0.0 0 0 0 0 0 0 60 0

Total Concrete Network: 12,600 100.0 0 0 12,600 0 0 400

County of La Plata, CO Network Totals: 65,049,900 648,060 8,090,980 17,002,730 9,935,370 29,372,750 0 4,113,000

3.3 NETWORK BUDGET ANALYSIS MODELS

An analysis containing a total of 11 budget runs ($750K through $7.5M per year) plus Unlimited and Do Nothing options was prepared for La Plata County. The budget models do account for the County’s minimum standard width specifications.

The analysis results are summarized below:

• Unlimited - The Unlimited (or Fix All) budget assumes each street is rehabilitated with unlimited funds available. The idea is to identify the upper limit of spending the County would require without any constraints on budgets. For La Plata County, the unlimited budget is approximately $68.8M over 5 years. This increases the network PCI to a maximum of 87 and tapering off to an 83 in 5 years.

• Do Nothing - This option identifies the effect of spending no capital for 5 years. After 5 years, the Do Nothing option results in an average PCI drop from a 66 to a 57.

• $750K through $7.5M - Identifies the resultant network PCI at various funding levels. From these budgets, the final recommended annual budget was determined.


The results of the analysis are summarized in Figure 20 below. The X-axis highlights the annual budget, while the Y-axis plots the 5 Year Post Rehab PCI value. The diagonal blue line is the result of the pavement analysis model runs. As can be seen from the plot, a PCI control budget of $3.77M per year would slightly lower the network PCI to 65. At that budget, the backlog would increase to 10%, from 6%. A steady state PCI budget of $4.15M per year would maintain the PCI at 66 and the backlog would rise to 9% after five years. La Plata County’s existing budget of $1M per year would reduce the PCI score to 60 and backlog would jump to 17%. A recommended budget of $4.8M per year would increase the PCI to 68 and backlog increase slightly to 8%.

Figure 20 – 5 Year Post Rehab Network PCI Analysis Results


Figure 21 presents the resultant network backlog against annual budget. Similar to Figure 19, but instead of plotting the average PCI score, the blue diagonal line represents the total backlog after 5 years (the lower the backlog the better, with a maximum of 15% recommended). A backlog control budget of $3.53M per year would increase the backlog to 10% and lower the PCI to 64 after a 5 year horizon. A budget of $5.49M would maintain the backlog at 6% and increase the network PCI to 70. A Steady State PCI budget of $4.15M would slightly increase the backlog to 9% and maintain the network PCI at 66. The recommended budget of $4.82M would minimize growth in the backlog to 8% and the network PCI would raise to 68 in 5 years.

Figure 21 – 5 Year Post Rehab Network Backlog Results


Figure 22 presents the analysis results on an annual basis. This shows that if the budget falls below $4.15M per year over time, the overall condition of the roads will deteriorate as the backlog increases. It is recommended to select a pavement management program that does not continue to let the County infrastructure fail or the County will be paying more to maintain the system.

Figure 22 – 5 Year Annual PCI


3.4 LA PLATA COUNTY COMPARISONS TO OTHER AGENCIES

The following table presents the steady state versus actual funding levels of various agencies that use similar reporting and analysis software. The list is by no means representing all agencies that use a pavement management system, but rather is a sampling of what other agencies are doing.

In comparison to other agencies, La Plata County’s control budget requirement of approximately $4.15M/year ($19,000/mile) is slightly above the sample average of $17,900.


Figure 23 illustrates the overall network health of various agencies by developing a relative scoring system (Network Index) that compares the Network average PCI and the agency’s Backlog (Very Poor and Poor roadways). An agency with a PCI of 100 and no backlog would score a perfect Network Index of 100. A very well managed network would score above 71, while one in healthy condition would fall between 58 and 71, representing a PCI score of 65 with no more than 10% backlog up to a PCI of 75 with only 5% backlog. The minimum target Network Index is 51 representing a PCI of 60 with 15% backlog.

La Plata County’s current Network Index is 62 placing it in the Manageable Network target zone (shown as the blue square).

Figure 23 – Network Index


3.5 SELECTION SUMMARY AND POST REHABILITATION CONDITION

The following Figure 24 compares the current network condition distribution against the five-year post rehabilitation distributions of the County’s existing annual budget ($1M/year). As can be seen in the plot, the average pavement condition is the only metric met for this network and falling below the minimum PCI target of 60-65 will cause the County to rely on heavier and more costly rehabilitation strategies.

Figure 24 – Five-Year Post Rehabilitation Condition Distribution

Three metrics are used to evaluate the quality of a roadway network, they are: Average Condition – should be between 60 and 65 at a minimum

Percentage of Backlog – should be less than 15%, must be less than 20%,12% is ideal Percentage of Streets Rated as Excellent – should be greater than 15%


Figures 25 - 26 present the $1M/Year budget network rehabilitation plans by year and activity, as well as how the network condition would appear on a segment by segment basis. Electronic versions of these maps are appended to this report.

Figure 25 – $1M Five-Year Rehabilitation Activity and Year Plan


Figure 26 – $1M Five-Year Rehabilitation PCI by Segment


3.6 TRUE COST OF UNDERFUNDING OF A ROADWAY NETWORK

Funding of roadway rehabilitation is an exercise in identifying the balance between available funding and the desired level of service that is right for each agency. There are no hard rules for what is the definitive level of funding as this is a decision for local elected officials, based on their priorities and practices.

However, the true costs of over and underfunding must be presented in order to provide decision makers with all the information available to base the decisions upon. La Plata has a considerable investment in their paved roadway network with a combined replacement value (just for the streets, not right of way) approaching $204.8 million dollars. Spreading this cost over a 50 year period (the expected ultimate life of a roadway) means that an annual investment close to $4.09M would be required – not including the cost of maintenance, deterioration or rehabilitation.

Government Accounting Standards Board Statement 34 requires that agencies who collect taxes (local, business, property or gas taxes) for the purpose of maintaining long term infrastructure assets (such as roads) be good stewards of those assets by either accounting for them financially on the County’s balance sheet, or implement a methodology to manage and fund them to a locally defined level of service.

The condition of a roadway network may be equated to equity in a depreciating asset. Regular payments to that asset must be made in order to maintain the equity at a constant level. Should those payments fall short, the equity must eventually be replaced through a large influx of capital in order to make the investment whole again. Roadway networks are no different. Long term underfunding of rehabilitation and maintenance is the direct equivalent of removing equity from an asset – eventually it must be repaid through total reconstruction. The following table highlights this financial consideration for both the roadways network. The table compares the real cost of the various budgets against the Do Nothing option. County of La Plata, COEquity Removal Summary

Starting PCI: 66Fix All PCI: 83 5 year post rehab PCI from Fix All budget

PCI Increase: 17 Fix All PCI less starting PCIFix All Cost ($): 68,822,000 5 year f ix all cost from Fix All budget

Cost Per Point Increase ($/pt) 3,957,000 Fix all cost / PCI increase

Equity Removal Based On PCI Restoration For PCI Controlled Agencies

Model: Do Nothing $750k Annual $1500k Annual $2250k Annual $3000k Annual Steady StateAnnual Budget ($k/Year): 0 750 1500 2250 3000 4320

Starting PCI 66 66 66 66 66 66Final PCI 57 59 60 62 63 66

PCI Drop: 9 7 6 4 3 0

Cost to Replace Equity ($): 34,542,000 28,505,000 23,476,000 17,158,000 11,775,000 05 Year Budget Expenditure ($): 0 3,750,000 7,500,000 11,250,000 15,000,000 21,600,000

Total 5 Year Cost ($): 34,542,000 32,255,000 30,976,000 28,408,000 26,775,000 21,600,000Cost Over Steady State Budget ($): 12,942,000 10,655,000 9,376,000 6,808,000 5,175,000 0

Additional Annual Cost Over Steady State ($/year): 2,588,400 2,131,000 1,875,200 1,361,600 1,035,000 0


3.7 NETWORK RECOMMENDATIONS AND COMMENTS

The following recommendations are presented to La Plata County as an output from the pavement analysis, and must be read in conjunction with the attached reports.

1. La Plata County should adopt a policy to maintain the existing PCI to greater than or equal to 66 while keeping the backlog less than or equal to 10%.

The La Plata County budget of $1M annually would reduce the network average PCI to a 60 and the backlog would rise to 17%.

The Steady State PCI budget of $4.15M annually would maintain the network average PCI at 66 and the backlog would rise to 9%.

The Recommended budget of $4.8M would increase the network average PCI to a 68 and the backlog would slightly increase to 8%.

2. The full suite of proposed rehabilitation strategies and unit rates should be reviewed annually as these can have considerable effects on the final program.

3. All unit rates include a 20% burden in addition to their actual construction cost to cover traffic control, miscellaneous activities, and inspection. The unit rates have no funding for ADA compliance as these are assumed to be funded separately.

4. All costs are in constant 2018 dollars. No allowances have been made for inflation or fluctuations in rehabilitation costs.

5. No allowance has been made for network growth or conversion of gravel roadways to pavement. As the county expands or increases the amount of paved roads, increased budgets will be required.

6. No allowance has been made for routine maintenance activities such as asphalt crack sealing, sweeping, striping or patching within the budget runs and analysis. These costs are assumed to be outside the pavement management costs.

7. The county should resurvey their streets every few years to update the condition data and rehabilitation program.

Appendix A

Street Inventory and Condition Summary, Sorted by Street Name

IMS Infrastructure Management Services LPCO_ESA_2017_Rev4c_FunCL_Changes, Inventory, 3/15/2018 page 1 of 7

County of La Plata, COStreet Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details Zone Summary Project Summary

GIS

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type

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type

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th (f

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2257 1000 10 CR 100 CR 105 CR 105 + 2640 ft 5 Local 1 Asphalt 28.0 2,640 411 8,624 49 64 79 60 Strng Good 43 8 59 3.1 79 8.9 10.0 7.1 10.0 9.3 10.0 9.3 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1000 1000 - CR 100 3 6,255 20,708 64 Good 3 5 11654 1000 20 CR 100 CR 105 + 2640 ft CR 105 + 5280 ft 5 Local 1 Asphalt 30.0 2,640 440 9,240 60 73 76 67 Strng Good 30 9 67 2.3 76 9.8 10.0 7.4 10.0 9.5 10.0 9.1 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1000 1000 - CR 100 3 6,255 20,708 64 Good 3 5 12258 1000 30 CR 100 CR 105 + 5280 ft CR 104 5 Local 1 Asphalt 25.0 975 135 2,844 74 61 79 72 Strng V Good 15 11 72 3.5 79 10.0 10.0 8.8 10.0 9.4 10.0 9.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1000 1000 - CR 100 3 6,255 20,708 64 Good 3 5 11653 1000 40 CR 100 CR 104 CR 103 5 Local 1 Asphalt 24.0 3,930 524 11,003 80 76 79 79 Strng V Good 6 15 79 2.2 79 10.0 9.7 10.0 10.0 8.8 10.0 10.0 7.8 9.9 Zone 1 10 1,171,765 66 6 62 1 1010 1010 - CR 100 3 7,931 22,986 79 V Good 3 5 11652 1000 50 CR 100 CR 103 CR 102 5 Local 1 Asphalt 25.0 1,329 185 3,877 82 88 78 83 Strng V Good 0 18 83 1.5 78 10.0 9.7 10.0 10.0 10.0 10.0 10.0 7.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1010 1010 - CR 100 3 7,931 22,986 79 V Good 3 5 12073 1000 60 CR 100 CR 102 Hwy 140 5 Local 1 Asphalt 26.0 2,672 386 8,106 78 74 78 77 Strng V Good 5 17 77 2.2 78 10.0 9.2 9.8 10.0 9.4 10.0 10.0 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1010 1010 - CR 100 3 7,931 22,986 79 V Good 3 5 11661 1010 10 CR 100 Hwy 140 CR 101 5 Local 1 Asphalt 26.0 2,630 380 7,978 53 61 52 55 Mod Fair 19 28 55 3.6 52 10.0 8.1 8.1 10.0 10.0 10.0 8.4 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1020 1020 - CR 100 + Others 5 8,706 26,257 58 Fair 2 5 11660 1010 20 CR 100 CR 101 Church Hollow Dr 5 Local 1 Asphalt 26.0 1,276 184 3,872 45 71 65 56 Mod Fair 34 21 55 2.7 65 10.0 8.7 6.6 10.0 10.0 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1020 1020 - CR 100 + Others 5 8,706 26,257 58 Fair 2 5 11659 1010 30 CR 100 Church Hollow Dr CR 134 5 Local 1 Asphalt 26.0 3,988 576 12,096 52 64 62 58 Mod Fair 25 24 58 3.1 62 10.0 7.8 7.9 10.0 9.2 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1020 1020 - CR 100 + Others 5 8,706 26,257 58 Fair 2 5 11986 1020 10 CR 119 EOP Alkali Gulch Road 5 Local 1 Asphalt 22.0 1,886 231 4,842 35 67 43 45 Weak Marginal 51 15 44 2.7 43 10.0 8.8 5.4 10.0 8.9 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1030 1030 - CR 119 3 5,664 14,978 52 Fair 2 5 11878 1020 20 CR 119 Alkali Gulch Road Trail Road 5 Local 1 Asphalt 23.0 616 79 1,652 34 71 32 43 Weak Marginal 51 15 42 2.6 32 9.5 9.2 5.4 10.0 9.7 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1030 1030 - CR 119 3 5,664 14,978 52 Fair 2 5 11230 1020 30 CR 119 Trail Road CR 101 5 Local 1 Asphalt 23.0 3,162 404 8,484 46 74 73 60 Mod Good 35 19 59 2.2 73 10.0 8.7 6.9 10.0 9.2 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1030 1030 - CR 119 3 5,664 14,978 52 Fair 2 5 11229 1020 40 CR 119 CR 101 EASYGATE RANCH RD 5 Local 1 Asphalt 23.0 2,579 330 6,921 28 78 70 51 Mod Fair 50 22 50 2.1 70 9.6 8.3 5.8 10.0 8.9 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1040 1040 - CR 119 2 6,170 16,136 64 Good 3 5 11319 1020 50 CR 119 EASYGATE RANCH RD Hwy 140 5 Local 1 Asphalt 22.0 3,590 439 9,215 70 80 79 75 Strng V Good 18 12 75 1.9 79 10.0 9.1 8.6 10.0 9.2 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1040 1040 - CR 119 2 6,170 16,136 64 Good 3 5 11065 1030 10 CR 120 CR 121 CR 122 5 Local 1 Asphalt 27.0 3,948 592 12,437 56 78 73 66 Mod Good 24 20 66 2.0 73 10.0 8.6 7.9 10.0 9.4 10.0 10.0 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1050 1050 - CR 120 2 9,154 27,620 69 Good 3 5 11520 1030 20 CR 120 CR 122 CR 123 5 Local 1 Asphalt 25.0 5,206 723 15,183 59 88 78 71 Strng V Good 23 18 71 1.6 78 9.5 8.5 8.5 10.0 9.2 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1050 1050 - CR 120 2 9,154 27,620 69 Good 3 5 12259 1030 30 CR 120 CR 123 CR 123 + 2640 ft 5 Local 1 Asphalt 23.0 2,640 337 7,084 58 80 52 62 Mod Good 22 20 61 1.9 52 9.6 8.1 8.6 10.0 9.1 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1060 1060 - CR 120 3 6,225 17,255 63 Good 3 5 12040 1030 40 CR 120 CR 123 + 2640 ft CR 123 + 5280 ft 5 Local 1 Asphalt 23.0 2,640 337 7,084 45 95 81 67 Strng Good 37 18 67 1.2 81 9.6 8.2 7.3 10.0 8.7 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1060 1060 - CR 120 3 6,225 17,255 63 Good 3 5 12260 1030 50 CR 120 CR 123 + 5280 ft Hwy 140 5 Local 1 Asphalt 28.0 945 147 3,087 45 72 79 60 Strng Good 42 14 59 2.5 79 9.0 8.6 7.1 10.0 9.4 10.0 10.0 9.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1060 1060 - CR 120 3 6,225 17,255 63 Good 3 5 11671 1050 10 CR 120 NW END Cougar Way 5 Local 1 Asphalt 29.0 663 107 2,242 57 45 77 59 Strng Fair 29 15 59 6.0 77 10.0 9.4 7.5 10.0 9.2 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1070 1070 - CR 120 3 5,943 18,566 49 Marginal 3 5 12223 1050 20 CR 120 Cougar Way Cougar Way + 2640 ft 5 Local 1 Asphalt 28.0 2,640 411 8,624 19 61 77 44 Strng Marginal 67 14 43 3.6 77 8.5 9.0 5.4 10.0 8.6 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1070 1070 - CR 120 3 5,943 18,566 49 Marginal 3 5 11670 1050 30 CR 120 Cougar Way + 2640 ft Cougar Way + 5280 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 37 63 79 54 Strng Fair 54 9 54 3.2 79 9.2 9.4 6.0 10.0 9.3 10.0 10.0 9.1 9.6 Zone 1 10 1,171,765 66 6 62 1 1070 1070 - CR 120 3 5,943 18,566 49 Marginal 3 5 12224 1050 40 CR 120 Cougar Way + 5280 ft Cross Creek Road 5 Local 1 Asphalt 27.0 2,236 335 7,044 9 63 79 40 Strng Marginal 78 13 39 3.5 79 8.9 8.9 3.5 10.0 9.3 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1080 1080 - CR 120 2 7,512 22,430 42 Marginal 3 5 12061 1050 50 CR 120 Cross Creek Road Hwy 140 5 Local 1 Asphalt 25.0 5,275 733 15,386 22 52 79 44 Strng Marginal 62 16 43 4.9 79 9.5 8.8 4.7 10.0 9.1 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1080 1080 - CR 120 2 7,512 22,430 42 Marginal 3 5 11748 1070 10 CR 124 Hwy 160 Indian Shadow Pass 5 Local 1 Asphalt 23.0 2,995 383 8,037 53 61 63 57 Mod Fair 35 11 56 3.9 63 8.9 9.7 8.3 10.0 8.3 10.0 9.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1090 1090 - CR 124 2 5,635 14,505 55 Fair 2 5 12155 1070 20 CR 124 Indian Shadow Pass Indian Shadow Pass + 2640 ft 5 Local 1 Asphalt 21.0 2,640 308 6,468 41 59 74 54 Mod Fair 47 12 54 4.3 74 9.3 9.1 6.5 10.0 8.7 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1090 1090 - CR 124 2 5,635 14,505 55 Fair 2 5 12156 1070 30 CR 124 Indian Shadow Pass + 2640 ft Indian Shadow Pass + 5280 ft 5 Local 1 Asphalt 22.0 2,640 323 6,776 28 56 60 43 Mod Marginal 52 20 42 4.3 60 9.2 8.7 6.2 10.0 8.5 10.0 9.4 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1100 1100 - CR 124 2 5,280 13,860 43 Marginal 2 5 12157 1070 40 CR 124 Indian Shadow Pass + 5280 ft Indian Shadow Pass + 7920 ft 5 Local 1 Asphalt 23.0 2,640 337 7,084 28 58 61 44 Mod Marginal 53 18 43 3.9 61 9.9 9.1 5.4 10.0 8.6 10.0 9.2 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1100 1100 - CR 124 2 5,280 13,860 43 Marginal 2 5 11747 1070 50 CR 124 Indian Shadow Pass + 7920 ft Indian Shadow Pass + 10560 ft 5 Local 1 Asphalt 21.0 2,640 308 6,468 25 50 79 45 Strng Marginal 60 15 44 5.2 79 9.1 9.3 5.7 10.0 8.3 10.0 9.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1110 1110 - CR 124 3 6,936 17,494 43 Marginal 2 5 12158 1070 60 CR 124 Indian Shadow Pass + 10560 ft Winding River Road 5 Local 1 Asphalt 22.0 306 37 787 33 50 62 44 Mod Marginal 51 17 43 5.2 62 10.0 9.7 5.3 10.0 9.1 10.0 8.3 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1110 1110 - CR 124 3 6,936 17,494 43 Marginal 2 5 11746 1070 70 CR 124 Winding River Road Stoney Ridge Rd 5 Local 1 Asphalt 22.0 3,989 488 10,239 21 59 74 44 Mod Marginal 64 15 43 4.0 74 9.6 9.5 4.5 10.0 8.8 10.0 8.9 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1110 1110 - CR 124 3 6,936 17,494 43 Marginal 2 5 12233 1070 80 CR 124 Stoney Ridge Rd Stoney Ridge Rd + 2640 ft 5 Local 1 Asphalt 22.0 2,640 323 6,776 45 67 73 57 Mod Fair 42 13 56 2.9 73 9.7 9.7 6.5 10.0 9.2 10.0 9.2 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1120 1120 - CR 124 3 6,451 17,789 51 Fair 2 5 12006 1070 90 CR 124 Stoney Ridge Rd + 2640 ft Stoney Ridge Rd + 5280 ft 5 Local 1 Asphalt 26.0 2,640 381 8,008 34 57 74 50 Mod Fair 52 14 49 4.2 74 9.9 9.5 5.3 10.0 9.0 10.0 9.4 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1120 1120 - CR 124 3 6,451 17,789 51 Fair 2 5 12234 1070 100 CR 124 Stoney Ridge Rd + 5280 ft EOP 5 Local 1 Asphalt 22.0 1,171 143 3,005 28 41 78 44 Strng Marginal 57 15 43 6.6 78 9.3 8.9 5.6 10.0 8.6 10.0 9.5 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1120 1120 - CR 124 3 6,451 17,789 51 Fair 2 5 11247 1090 10 CR 125 SW END Hwy 140 5 Local 1 Asphalt 29.0 1,819 293 6,153 58 62 52 58 Mod Fair 22 20 58 3.5 52 10.0 8.1 8.4 10.0 8.9 10.0 10.0 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1130 1130 - CR 125 1 1,819 6,153 58 Fair 2 5 11941 1100 10 CR 125 NW END CR 141 5 Local 1 Asphalt 30.0 370 62 1,296 95 81 79 88 Strng Excellent 0 5 88 5.8 79 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1220 1220 - CR 141 + Others 7 9,409 32,013 66 Good 2 3 11807 1110 10 CR 133 CR 100 CR 133a 5 Local 1 Asphalt 22.0 423 52 1,085 45 59 79 57 Strng Fair 49 6 56 4.1 79 10.0 10.0 5.6 10.0 9.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1020 1020 - CR 100 + Others 5 8,706 26,257 58 Fair 2 5 12003 1110 20 CR 133 CR 133a CR 133d 5 Local 1 Asphalt 27.0 389 58 1,226 89 70 88 84 Strng V Good 0 11 84 3.6 88 10.0 9.2 10.0 9.6 10.0 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1020 1020 - CR 100 + Others 5 8,706 26,257 58 Fair 2 5 12087 1130 10 CR 134 S END CR 100 5 Local 1 Asphalt 22.0 1,669 204 4,283 60 63 52 59 Mod Fair 21 19 59 3.2 52 10.0 9.3 8.2 10.0 9.2 10.0 9.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1160 1160 - CR 134 1 1,669 4,283 59 Fair 2 5 11667 1130 20 CR 134 CR 100 CR 133f 5 Local 1 Asphalt 23.0 406 52 1,091 33 41 79 46 Strng Marginal 52 14 45 6.2 79 8.9 9.1 6.1 10.0 9.3 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1170 1170 - CR 134 4 9,070 23,368 46 Marginal 2 5 11666 1130 30 CR 134 CR 133f CR 133e 5 Local 1 Asphalt 21.0 395 46 969 41 46 68 49 Mod Marginal 45 14 48 5.3 68 8.9 8.9 7.3 10.0 8.3 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1170 1170 - CR 134 4 9,070 23,368 46 Marginal 2 5 11665 1130 40 CR 134 CR 133e CR 102 5 Local 1 Asphalt 23.0 4,500 575 12,074 31 52 74 47 Mod Marginal 61 9 46 4.9 74 9.7 9.6 4.9 10.0 8.5 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1170 1170 - CR 134 4 9,070 23,368 46 Marginal 2 5 12064 1130 50 CR 134 CR 102 Hwy 140 5 Local 1 Asphalt 21.0 3,769 440 9,234 27 57 73 46 Mod Marginal 64 9 45 4.1 73 9.8 9.3 4.9 10.0 8.9 10.0 10.0 9.4 9.3 Zone 1 10 1,171,765 66 6 62 1 1170 1170 - CR 134 4 9,070 23,368 46 Marginal 2 5 12225 1140 10 CR 141 Hwy 140 Hwy 140 + 2640 ft 3 Major Collector 1 Asphalt 27.0 2,640 396 8,316 60 62 83 66 Strng Good 20 19 66 3.3 83 9.5 8.8 8.5 10.0 9.7 10.0 9.4 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1180 1180 - CR 141 3 7,446 22,222 67 Good 3 3 11669 1140 20 CR 141 Hwy 140 + 2640 ft Hwy 140 + 5280 ft 3 Major Collector 1 Asphalt 23.0 2,640 337 7,084 51 66 78 61 Strng Good 33 16 61 2.9 78 8.4 9.5 8.4 10.0 9.8 10.0 9.4 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1180 1180 - CR 141 3 7,446 22,222 67 Good 3 3 12226 1140 30 CR 141 Hwy 140 + 5280 ft CR 126 3 Major Collector 1 Asphalt 27.0 2,166 325 6,822 74 63 81 73 Strng V Good 13 12 73 3.2 81 9.4 9.6 9.2 10.0 10.0 10.0 9.3 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1180 1180 - CR 141 3 7,446 22,222 67 Good 3 3 12163 1140 40 CR 141 CR 126 CR 126 + 2640 ft 3 Major Collector 1 Asphalt 24.0 2,640 352 7,392 55 63 49 56 Mod Fair 23 22 55 3.1 49 8.3 8.4 9.4 10.0 9.8 10.0 9.4 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1190 1190 - CR 141 4 10,465 28,994 55 Fair 2 3 12164 1140 50 CR 141 CR 126 + 2640 ft CR 126 + 5280 ft 3 Major Collector 1 Asphalt 24.0 2,640 352 7,392 52 64 50 55 Mod Fair 27 21 55 3.1 50 8.3 8.6 9.1 10.0 9.7 10.0 9.9 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1190 1190 - CR 141 4 10,465 28,994 55 Fair 2 3 12062 1140 60 CR 141 CR 126 + 5280 ft CR 126 + 7920 ft 3 Major Collector 1 Asphalt 23.0 2,640 337 7,084 36 65 83 55 Strng Fair 39 25 55 3.1 83 8.7 8.1 7.5 10.0 9.8 10.0 10.0 8.3 9.8 Zone 1 10 1,171,765 66 6 62 1 1190 1190 - CR 141 4 10,465 28,994 55 Fair 2 3 12165 1140 70 CR 141 CR 126 + 7920 ft CR 136 3 Major Collector 1 Asphalt 24.0 2,545 339 7,126 39 57 78 53 Strng Fair 37 24 53 3.9 78 8.9 7.7 8.0 10.0 9.3 10.0 10.0 9.1 9.5 Zone 1 10 1,171,765 66 6 62 1 1190 1190 - CR 141 4 10,465 28,994 55 Fair 2 3 12151 1150 10 CR 141 CR 136 CR 136 + 2640 ft 3 Major Collector 1 Asphalt 33.0 2,640 484 10,164 62 63 78 66 Strng Good 15 23 66 3.2 78 9.9 8.4 8.7 10.0 9.9 10.0 10.0 8.3 9.9 Zone 1 10 1,171,765 66 6 62 1 1200 1200 - CR 141 4 10,560 37,576 67 Good 2 3 12152 1150 20 CR 141 CR 136 + 2640 ft CR 136 + 5280 ft 3 Major Collector 1 Asphalt 28.0 2,640 411 8,624 65 74 71 69 Mod Good 18 17 69 2.2 71 9.1 8.8 9.6 10.0 9.5 10.0 10.0 8.7 9.7 Zone 1 10 1,171,765 66 6 62 1 1200 1200 - CR 141 4 10,560 37,576 67 Good 2 3 12153 1150 30 CR 141 CR 136 + 5280 ft CR 136 + 7920 ft 3 Major Collector 1 Asphalt 29.0 2,640 425 8,932 71 81 47 68 Mod Good 12 17 68 1.9 47 8.8 8.4 10.0 10.0 10.0 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1200 1200 - CR 141 4 10,560 37,576 67 Good 2 3 11694 1150 40 CR 141 CR 136 + 7920 ft CR 136 + 10560 ft 3 Major Collector 1 Asphalt 32.0 2,640 469 9,856 68 85 46 67 Mod Good 7 24 67 1.6 46 9.8 7.7 9.4 10.0 10.0 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1200 1200 - CR 141 4 10,560 37,576 67 Good 2 3 12154 1150 50 CR 141 CR 136 + 10560 ft Heritage Road 3 Major Collector 1 Asphalt 32.0 607 108 2,267 67 100 79 78 Strng V Good 7 26 78 0.9 79 10.0 7.5 9.3 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1210 1210 - CR 141 4 3,580 12,910 79 V Good 3 3 11693 1150 60 CR 141 Heritage Road Huntington Road 3 Major Collector 1 Asphalt 32.0 408 72 1,521 67 100 72 77 Mod V Good 7 27 77 1.0 72 10.0 7.4 9.3 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1210 1210 - CR 141 4 3,580 12,910 79 V Good 3 3 11692 1150 70 CR 141 Huntington Road Dream Catcher Lane 3 Major Collector 1 Asphalt 32.0 2,007 357 7,492 70 99 79 79 Strng V Good 6 24 79 1.1 79 10.0 7.8 9.4 10.0 10.0 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1210 1210 - CR 141 4 3,580 12,910 79 V Good 3 3 12047 1150 80 CR 141 Dream Catcher Lane CR 211 3 Major Collector 1 Asphalt 25.0 559 78 1,630 75 97 76 81 Strng V Good 6 19 81 1.2 76 10.0 8.3 9.4 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1210 1210 - CR 141 4 3,580 12,910 79 V Good 3 3 11882 1150 90 CR 141 CR 211 D & Rg Drive 3 Major Collector 1 Asphalt 25.0 2,074 288 6,048 48 82 65 61 Mod Good 29 23 61 1.8 65 8.8 7.8 8.3 10.0 10.0 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1220 1220 - CR 141 + Others 7 9,409 32,013 66 Good 2 3 11881 1150 100 CR 141 D & Rg Drive Rendezvous Trail 3 Major Collector 1 Asphalt 32.0 1,242 221 4,637 67 73 65 68 Mod Good 17 15 68 2.3 65 9.6 8.8 8.7 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1220 1220 - CR 141 + Others 7 9,409 32,013 66 Good 2 3 11880 1150 110 CR 141 Rendezvous Trail Colonial Drive 3 Major Collector 1 Asphalt 30.0 2,090 348 7,315 39 68 75 55 Strng Fair 42 19 55 2.7 75 8.4 8.6 7.3 10.0 10.0 10.0 9.4 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1220 1220 - CR 141 + Others 7 9,409 32,013 66 Good 2 3 11983 1150 120 CR 141 Colonial Drive CR 125 3 Major Collector 1 Asphalt 32.0 592 105 2,210 69 69 75 70 Strng V Good 15 16 70 2.7 75 9.0 9.0 9.5 10.0 10.0 10.0 9.2 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1220 1220 - CR 141 + Others 7 9,409 32,013 66 Good 2 3 11808 1150 130 CR 141 CR 125 Peak Trail 3 Major Collector 1 Asphalt 25.0 1,961 272 5,720 83 73 62 75 Mod V Good 3 14 75 2.4 62 9.7 9.8 10.0 10.0 10.0 10.0 9.3 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1220 1220 - CR 141 + Others 7 9,409 32,013 66 Good 2 3 12001 1150 140 CR 141 Peak Trail CR 210 3 Major Collector 1 Asphalt 38.0 1,080 228 4,787 80 73 37 67 Weak Good 4 16 67 2.4 37 10.0 8.9 9.6 10.0 10.0 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1220 1220 - CR 141 + Others 7 9,409 32,013 66 Good 2 3 11737 1160 10 CR 141 CR 210 CR 142 3 Major Collector 1 Asphalt 24.0 3,080 411 8,624 39 59 60 49 Mod Marginal 42 19 48 3.8 60 9.1 8.3 7.1 10.0 9.2 10.0 10.0 9.0 9.8 Zone 1 10 1,171,765 66 6 62 1 1230 1230 - CR 141 1 3,080 8,624 48 Marginal 2 3 11902 1170 10 CR 141 CR 142 Spring Road 2 Minor Arterial 1 Asphalt 24.0 2,927 390 8,196 61 82 87 73 Strng V Good 14 25 73 1.8 87 10.0 8.1 8.9 10.0 9.4 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1240 1240 - CR 141 2 5,567 17,744 65 Good 2 2 12113 1170 20 CR 141 Spring Road Spring Road + 2640 ft 2 Minor Arterial 1 Asphalt 31.0 2,640 455 9,548 41 86 71 60 Mod Good 38 21 59 1.6 71 8.8 8.5 8.0 10.0 8.5 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1240 1240 - CR 141 2 5,567 17,744 65 Good 2 2 12114 1170 30 CR 141 Spring Road + 2640 ft Spring Road + 5280 ft 2 Minor Arterial 1 Asphalt 29.0 2,640 425 8,932 39 76 82 59 Strng Fair 37 23 59 2.1 82 10.0 7.7 7.1 10.0 9.1 10.0 10.0 9.0 9.5 Zone 1 10 1,171,765 66 6 62 1 1250 1250 - CR 141 2 5,280 17,864 63 Good 3 2 12115 1170 40 CR 141 Spring Road + 5280 ft Spring Road + 7920 ft 2 Minor Arterial 1 Asphalt 29.0 2,640 425 8,932 48 83 86 66 Strng Good 26 26 66 1.7 86 10.0 7.2 7.9 10.0 8.8 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1250 1250 - CR 141 2 5,280 17,864 63 Good 3 2 11963 1170 50 CR 141 Spring Road + 7920 ft Spring Road + 10560 ft 2 Minor Arterial 1 Asphalt 31.0 2,640 455 9,548 63 91 77 74 Strng V Good 15 22 74 1.4 77 10.0 7.9 8.8 10.0 9.2 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1260 1260 - CR 141 4 5,698 18,859 69 Good 3 2 12116 1170 60 CR 141 Spring Road + 10560 ft Spring Road + 12294 ft 2 Minor Arterial 1 Asphalt 30.0 1,734 289 6,068 35 69 86 56 Strng Fair 43 23 55 2.7 86 8.9 7.8 6.8 10.0 10.0 10.0 10.0 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1260 1260 - CR 141 4 5,698 18,859 69 Good 3 2 11228 1170 70 CR 141 Spring Road + 12294 ft Hwy 160 2 Minor Arterial 1 Asphalt 15.0 1,059 88 1,854 71 77 100 80 Strng V Good 8 20 80 2.1 100 10.0 7.7 9.4 10.0 9.5 10.0 10.0 9.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1260 1260 - CR 141 4 5,698 18,859 69 Good 3 2 11962 1170 80 CR 141 Hwy 160 Hwy 160 2 Minor Arterial 1 Asphalt 45.0 265 66 1,389 86 68 81 80 Strng V Good 0 14 80 4.7 81 10.0 8.4 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1260 1260 - CR 141 4 5,698 18,859 69 Good 3 2 11259 1180 10 CR 142 CR 141 Tomahawk Trail 5 Local 1 Asphalt 32.0 1,610 286 6,012 21 62 65 42 Mod Marginal 61 18 41 3.5 65 9.6 8.2 4.9 10.0 9.5 10.0 10.0 9.4 9.6 Zone 1 10 1,171,765 66 6 62 1 1270 1270 - CR 142 4 3,627 11,950 43 Marginal 2 5 11280 1180 20 CR 142 Tomahawk Trail Wildcat Road 5 Local 1 Asphalt 28.0 158 25 516 33 49 75 47 Strng Marginal 41 26 46 5.0 75 9.0 7.6 7.3 10.0 9.2 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1270 1270 - CR 142 4 3,627 11,950 43 Marginal 2 5 11279 1180 30 CR 142 Wildcat Road Lower Road 5 Local 1 Asphalt 25.0 1,109 154 3,235 19 57 70 41 Mod Marginal 55 26 40 4.0 70 9.0 7.9 5.9 10.0 9.0 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1270 1270 - CR 142 4 3,627 11,950 43 Marginal 2 5 11278 1180 40 CR 142 Lower Road Spring Road 5 Local 1 Asphalt 25.0 750 104 2,187 40 65 58 51 Mod Fair 38 22 50 3.2 58 10.0 8.1 6.6 10.0 9.2 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1270 1270 - CR 142 4 3,627 11,950 43 Marginal 2 5 11929 1180 50 CR 142 Spring Road Hideaway Road 5 Local 1 Asphalt 29.0 912 147 3,086 69 70 77 71 Strng V Good 13 18 71 2.6 77 10.0 8.8 9.1 10.0 9.4 10.0 9.6 8.8 9.9 Zone 1 10 1,171,765 66 6 62 1 1280 1280 - CR 142 5 4,216 12,921 75 V Good 3 5 11928 1180 60 CR 142 Hideaway Road South Fork Road 5 Local 1 Asphalt 29.0 848 137 2,869 84 76 79 81 Strng V Good 0 16 81 2.2 79 10.0 8.9 10.0 10.0 10.0 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1280 1280 - CR 142 5 4,216 12,921 75 V Good 3 5 11927 1180 70 CR 142 South Fork Road Ridge Road 5 Local 1 Asphalt 24.0 1,185 158 3,318 81 77 76 79 Strng V Good 6 14 79 2.1 76 10.0 9.1 10.0 10.0 8.7 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1280 1280 - CR 142 5 4,216 12,921 75 V Good 3 5 11926 1180 80 CR 142 Ridge Road Meadow Road 5 Local 1 Asphalt 26.0 375 54 1,137 65 63 71 66 Mod Good 20 15 66 3.5 71 10.0 8.7 10.0 10.0 8.9 10.0 10.0 9.0 8.2 Zone 1 10 1,171,765 66 6 62 1 1280 1280 - CR 142 5 4,216 12,921 75 V Good 3 5 11925 1180 90 CR 142 Meadow Road North Road 5 Local 1 Asphalt 24.0 897 120 2,511 71 70 74 72 Mod V Good 10 19 72 2.7 74 10.0 7.7 9.7 10.0 8.3 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1280 1280 - CR 142 5 4,216 12,921 75 V Good 3 5 11022 1190 10 CR 200 Hwy 550 Rockwood Drive 5 Local 1 Asphalt 26.0 2,921 422 8,861 68 67 82 71 Strng V Good 15 17 71 2.7 82 10.0 9.8 8.9 10.0 9.2 10.0 9.8 7.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1290 1290 - CR 200 3 3,836 11,583 71 V Good 3 5 11620 1190 20 CR 200 Rockwood Drive Glenn Drive 5 Local 1 Asphalt 26.0 470 68 1,426 78 65 73 74 Mod V Good 9 14 74 2.9 73 9.5 9.2 10.0 10.0 9.1 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1290 1290 - CR 200 3 3,836 11,583 71 V Good 3 5 11619 1190 30 CR 200 Glenn Drive Glacier Club Drive 5 Local 1 Asphalt 25.0 444 62 1,296 75 57 74 70 Mod V Good 14 11 70 3.9 74 9.3 9.6 9.4 10.0 9.8 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1290 1290 - CR 200 3 3,836 11,583 71 V Good 3 5 11618 1190 40 CR 200 Glacier Club Drive Hogan Circle 5 Local 1 Asphalt 33.0 2,702 495 10,404 21 30 44 29 Weak Poor 66 13 29 9.1 44 9.4 9.2 4.7 10.0 9.1 9.9 10.0 8.8 9.6 Zone 1 10 1,171,765 66 6 62 1 1300 1300 - CR 200 1 2,702 10,404 29 Poor 1 5 11241 1200 10 CR 201 CR 203 Bouldercrest Drive 5 Local 1 Asphalt 33.0 1,273 233 4,900 43 38 86 52 Strng Fair 44 13 52 7.4 86 8.9 9.1 7.0 10.0 9.3 9.9 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1310 1310 - CR 201 4 5,091 18,201 56 Fair 3 5 11917 1200 20 CR 201 South Hermosa Acres Drive Bouldercrest Drive 5 Local 1 Asphalt 33.0 1,738 319 6,691 47 36 78 52 Strng Fair 39 14 52 7.2 78 9.0 8.7 7.6 10.0 8.8 9.9 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1310 1310 - CR 201 4 5,091 18,201 56 Fair 3 5 11918 1200 30 CR 201 Hermosa Acres Drive South Hermosa Acres Drive 5 Local 1 Asphalt 29.0 851 137 2,878 67 43 63 60 Mod Good 23 10 59 5.9 63 9.7 9.4 8.4 10.0 9.2 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1310 1310 - CR 201 4 5,091 18,201 56 Fair 3 5 11305 1200 40 CR 201 Hermosa Acres Drive Hermosa Acres Drive + 1230 ft 5 Local 1 Asphalt 26.0 1,230 178 3,732 69 40 80 65 Strng Good 22 9 65 6.5 80 9.0 9.6 9.1 10.0 9.3 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1310 1310 - CR 201 4 5,091 18,201 56 Fair 3 5 12243 1200 50 CR 201 Hermosa Acres Drive + 1230 ft Hermosa Acres Drive + 3870 ft 5 Local 1 Asphalt 24.0 2,640 352 7,392 28 32 78 41 Strng Marginal 52 20 40 8.1 78 8.6 9.0 6.4 9.6 9.3 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1320 1320 - CR 201 3 5,913 17,073 38 Poor 3 5 11949 1200 60 CR 201 Hermosa Acres Drive + 3870 ft Hermosa Acres Drive + 6510 ft 5 Local 1 Asphalt 24.0 2,640 352 7,392 19 33 77 37 Strng Poor 60 20 36 7.9 77 8.0 8.4 6.7 10.0 8.4 10.0 10.0 8.5 9.9 Zone 1 10 1,171,765 66 6 62 1 1320 1320 - CR 201 3 5,913 17,073 38 Poor 3 5 12244 1200 70 CR 201 Hermosa Acres Drive + 6510 ft NORTH END 5 Local 1 Asphalt 31.0 633 109 2,289 17 44 79 39 Strng Poor 66 17 38 5.6 79 9.1 8.5 4.5 10.0 9.3 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1320 1320 - CR 201 3 5,913 17,073 38 Poor 3 5 11024 1220 10 CR 202 CR 203 NW END 5 Local 1 Asphalt 22.0 4,291 524 11,014 50 39 80 55 Strng Fair 33 16 55 6.8 80 9.6 8.6 7.4 10.0 9.1 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1330 1330 - CR 202 1 4,291 11,014 55 Fair 3 5 12026 1240 10 CR 203 Animas View Drive Heather Lane 3 Major Collector 1 Asphalt 26.0 2,362 341 7,164 24 47 68 41 Mod Marginal 52 24 40 5.4 68 9.1 7.6 6.3 10.0 8.8 9.9 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1340 1340 - CR 203 5 10,034 29,535 38 Poor 2 3 12025 1240 20 CR 203 Heather Lane Spring Creek Drive 3 Major Collector 1 Asphalt 27.0 896 134 2,824 29 55 82 49 Strng Marginal 41 30 48 4.1 82 8.6 7.1 7.5 10.0 9.2 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1340 1340 - CR 203 5 10,034 29,535 38 Poor 2 3 12241 1240 30 CR 203 Spring Creek Drive Spring Creek Drive + 2640 ft 3 Major Collector 1 Asphalt 26.0 2,640 381 8,008 18 54 47 34 Mod Poor 57 25 34 4.1 47 8.5 7.5 6.3 10.0 8.7 10.0 10.0 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1340 1340 - CR 203 5 10,034 29,535 38 Poor 2 3 11757 1240 40 CR 203 Spring Creek Drive + 2640 ft Spring Creek Drive + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 31 52 42 39 Weak Poor 49 20 38 4.8 42 9.5 8.1 6.2 10.0 8.7 9.9 9.9 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1340 1340 - CR 203 5 10,034 29,535 38 Poor 2 3 12242 1240 50 CR 203 Spring Creek Drive + 5280 ft Twilight Trails Circle 3 Major Collector 1 Asphalt 22.0 1,496 183 3,839 34 48 28 36 Weak Poor 50 16 36 5.6 28 9.1 8.6 6.1 10.0 9.3 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1340 1340 - CR 203 5 10,034 29,535 38 Poor 2 3 12024 1240 60 CR 203 Twilight Trails Circle Waterfall Lane 3 Major Collector 1 Asphalt 23.0 3,194 408 8,570 27 40 72 42 Mod Marginal 49 23 41 6.7 72 9.3 8.3 6.4 10.0 9.1 9.7 9.5 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1350 1350 - CR 203 3 8,474 24,278 40 Marginal 2 4 12196 1240 70 CR 203 Waterfall Lane Waterfall Lane + 2640 ft 5 Local 1 Asphalt 29.0 2,640 425 8,932 41 49 47 44 Mod Marginal 39 20 43 5.2 47 9.3 8.7 7.4 10.0 8.5 9.9 9.5 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1350 1350 - CR 203 3 8,474 24,278 40 Marginal 2 4 12197 1240 80 CR 203 Waterfall Lane + 2640 ft Waterfall Lane + 5280 ft 5 Local 1 Asphalt 22.0 2,640 323 6,776 23 47 45 34 Mod Poor 52 25 34 5.7 45 8.6 8.2 6.6 10.0 8.9 10.0 9.3 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1350 1350 - CR 203 3 8,474 24,278 40 Marginal 2 4 1



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1758 1240 90 CR 203 Waterfall Lane + 5280 ft Waterfall Lane + 7920 ft 5 Local 1 Asphalt 20.0 2,640 293 6,160 31 47 22 33 Weak Poor 46 22 33 5.3 22 9.9 8.3 6.1 9.9 8.6 10.0 9.3 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1360 1360 - CR 203 3 6,510 15,191 40 Marginal 2 5 12198 1240 100 CR 203 Waterfall Lane + 7920 ft Red Ridge Road 5 Local 1 Asphalt 20.0 1,509 168 3,522 14 35 60 31 Mod Poor 66 20 30 7.8 60 8.4 8.6 5.4 10.0 9.2 10.0 9.3 8.9 9.9 Zone 1 10 1,171,765 66 6 62 1 1360 1360 - CR 203 3 6,510 15,191 40 Marginal 2 5 12023 1240 110 CR 203 Red Ridge Road CR 252 5 Local 1 Asphalt 20.0 2,361 262 5,509 48 62 66 56 Mod Fair 28 25 55 3.2 66 10.0 8.0 7.7 10.0 8.9 10.0 9.2 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1360 1360 - CR 203 3 6,510 15,191 40 Marginal 2 5 11770 1250 10 CR 203 CR 252 Gleneagles Drive 4 Minor Collector 1 Asphalt 22.0 2,405 294 6,174 46 57 84 58 Strng Fair 34 20 58 3.9 84 10.0 8.3 7.2 10.0 8.9 10.0 9.7 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11769 1250 20 CR 203 Gleneagles Drive Valley Court 4 Minor Collector 1 Asphalt 20.0 688 76 1,606 38 52 64 48 Mod Marginal 36 26 47 4.4 64 10.0 7.8 6.9 10.0 9.2 10.0 9.2 9.1 9.7 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11768 1250 30 CR 203 Valley Court Estancia Loop 4 Minor Collector 1 Asphalt 21.0 764 89 1,872 35 58 74 50 Mod Fair 39 26 49 3.8 74 10.0 7.8 6.5 10.0 9.2 10.0 9.1 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11767 1250 40 CR 203 Estancia Loop Tripp Creek Road 4 Minor Collector 1 Asphalt 25.0 2,167 301 6,321 18 45 72 38 Mod Poor 65 17 37 5.7 72 8.3 8.8 5.8 10.0 8.7 10.0 9.3 9.3 9.9 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11766 1250 50 CR 203 Tripp Creek Road Mulberry Way 4 Minor Collector 1 Asphalt 25.0 114 16 331 30 42 79 45 Strng Marginal 49 20 44 6.1 79 8.4 8.6 7.2 10.0 8.6 10.0 9.1 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11765 1250 60 CR 203 Mulberry Way Sanctuary Lane 4 Minor Collector 1 Asphalt 31.0 705 121 2,549 26 34 53 35 Mod Poor 54 20 35 7.8 53 9.5 8.5 5.8 10.0 9.3 9.5 9.2 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11764 1250 70 CR 203 Sanctuary Lane Orchard Lane 5 Local 1 Asphalt 25.0 597 83 1,740 35 36 49 39 Mod Poor 47 18 38 7.5 49 8.6 8.7 7.5 10.0 8.2 10.0 9.4 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11763 1250 80 CR 203 Orchard Lane Bruce Lane 5 Local 1 Asphalt 24.0 702 94 1,964 22 49 79 43 Strng Marginal 59 19 42 4.9 79 8.5 8.4 6.5 10.0 8.8 10.0 9.6 9.3 9.4 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11762 1250 90 CR 203 Bruce Lane Willowood Lane 5 Local 1 Asphalt 29.0 609 98 2,060 16 39 66 34 Mod Poor 67 16 34 6.9 66 7.5 8.8 6.0 10.0 9.3 10.0 9.6 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11761 1250 100 CR 203 Willowood Lane Mead Lane 5 Local 1 Asphalt 23.0 217 28 582 26 35 76 41 Strng Marginal 57 17 40 7.4 76 7.5 8.8 7.1 10.0 9.2 10.0 9.5 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11760 1250 110 CR 203 Mead Lane CR 202 5 Local 1 Asphalt 23.0 1,215 155 3,260 36 30 61 41 Mod Marginal 49 15 40 9.1 61 8.3 9.0 7.3 10.0 8.5 10.0 9.6 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 11759 1260 10 CR 203 CR 202 CR 201 5 Local 1 Asphalt 24.0 544 73 1,523 46 52 53 49 Mod Marginal 38 16 48 4.4 53 10.0 8.7 6.9 10.0 8.7 10.0 9.8 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 12022 1260 20 CR 203 CR 201 Hwy 550 5 Local 1 Asphalt 24.0 273 36 766 70 22 76 60 Strng Good 21 9 59 12.8 76 10.0 9.7 8.1 10.0 9.4 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1370 1370 - CR 203 + Others 13 11,000 30,748 44 Marginal 2 4 12208 1280 10 CR 204 Jacobs Cliff Jacobs Cliff + 2640 ft 3 Major Collector 1 Asphalt 24.0 2,640 352 7,392 21 51 76 42 Strng Marginal 57 22 41 4.8 76 9.6 7.8 5.2 10.0 8.8 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1390 1390 - CR 204 5 10,422 27,751 41 Marginal 3 3 12209 1280 20 CR 204 Jacobs Cliff + 2640 ft Jacobs Cliff + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 16 49 80 40 Strng Marginal 67 17 39 5.0 80 9.5 8.1 4.4 10.0 8.7 10.0 9.9 9.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1390 1390 - CR 204 5 10,422 27,751 41 Marginal 3 3 11730 1280 30 CR 204 Jacobs Cliff + 5280 ft Jacobs Cliff + 7920 ft 3 Major Collector 1 Asphalt 21.0 2,640 308 6,468 27 52 85 48 Strng Marginal 50 23 47 4.6 85 9.7 7.7 6.1 10.0 8.5 10.0 10.0 9.2 9.9 Zone 1 10 1,171,765 66 6 62 1 1390 1390 - CR 204 5 10,422 27,751 41 Marginal 3 3 12210 1280 40 CR 204 Jacobs Cliff + 7920 ft Twelve Point Buck Trail 3 Major Collector 1 Asphalt 22.0 509 62 1,307 14 46 69 36 Mod Poor 66 20 36 5.6 69 9.3 7.9 4.6 10.0 9.0 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1390 1390 - CR 204 5 10,422 27,751 41 Marginal 3 3 11476 1280 50 CR 204 Twelve Point Buck Trail CR 205 3 Major Collector 1 Asphalt 21.0 1,993 233 4,884 12 47 69 35 Mod Poor 64 24 35 5.6 69 9.6 7.6 4.4 10.0 8.8 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1390 1390 - CR 204 5 10,422 27,751 41 Marginal 3 3 11458 1290 10 CR 204 CR 205 Mountain Memories Lane 5 Local 1 Asphalt 22.0 1,919 235 4,925 60 68 77 66 Strng Good 23 17 66 2.7 77 10.0 9.4 7.7 10.0 9.9 10.0 10.0 7.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1400 1400 - CR 204 2 3,011 7,857 72 V Good 3 5 11752 1290 20 CR 204 Mountain Memories LN FS 171 Junction Creek Rd 5 Local 1 Asphalt 23.0 1,093 140 2,932 88 69 79 81 Strng V Good 6 6 81 3.0 79 9.9 10.0 9.6 10.0 10.0 9.9 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1400 1400 - CR 204 2 3,011 7,857 72 V Good 3 5 11729 1310 10 CR 205 CR 204 Turtle Lake Meadows Drive 4 Minor Collector 1 Asphalt 30.0 547 91 1,914 66 68 75 69 Strng Good 18 16 69 2.9 75 10.0 8.2 8.3 10.0 9.9 10.0 10.0 9.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1410 1410 - CR 205 3 7,747 24,017 70 V Good 3 4 11728 1310 20 CR 205 Turtle Lake Meadows Drive Chapman Lane 4 Minor Collector 1 Asphalt 28.0 4,770 742 15,582 59 71 79 67 Strng Good 25 15 67 2.5 79 10.0 8.6 7.8 10.0 9.3 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1410 1410 - CR 205 3 7,747 24,017 70 V Good 3 4 11727 1310 30 CR 205 Chapman Lane Misty Lane 4 Minor Collector 1 Asphalt 23.0 2,430 311 6,521 77 74 76 76 Strng V Good 8 15 76 2.3 76 10.0 8.6 9.5 10.0 9.3 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1410 1410 - CR 205 3 7,747 24,017 70 V Good 3 4 11726 1310 40 CR 205 Misty Lane Lee Street 4 Minor Collector 1 Asphalt 27.0 631 95 1,987 84 81 90 85 Strng Excellent 0 16 85 1.8 90 10.0 8.6 10.0 10.0 10.0 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1420 1420 - CR 205 5 3,431 9,608 82 V Good 3 4 11725 1310 50 CR 205 Lee Street Magpie Trail 4 Minor Collector 1 Asphalt 25.0 619 86 1,806 78 78 92 81 Strng V Good 8 14 81 2.0 92 10.0 8.8 9.3 10.0 10.0 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1420 1420 - CR 205 5 3,431 9,608 82 V Good 3 4 11724 1310 60 CR 205 Magpie Trail White Cliff Drive 4 Minor Collector 1 Asphalt 23.0 661 84 1,774 80 83 95 84 Strng V Good 7 14 84 1.7 95 10.0 8.8 9.4 10.0 9.8 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1420 1420 - CR 205 5 3,431 9,608 82 V Good 3 4 11723 1310 70 CR 205 White Cliff Drive Falls Creek Circle 4 Minor Collector 1 Asphalt 24.0 603 80 1,689 78 70 92 79 Strng V Good 4 18 79 2.6 92 10.0 8.3 9.6 10.0 9.8 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1420 1420 - CR 205 5 3,431 9,608 82 V Good 3 4 11722 1310 80 CR 205 Falls Creek Circle Falls Creek Circle 4 Minor Collector 1 Asphalt 22.0 916 112 2,352 82 79 84 82 Strng V Good 6 13 82 2.0 84 10.0 9.2 9.5 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1420 1420 - CR 205 5 3,431 9,608 82 V Good 3 4 12143 1310 90 CR 205 Falls Creek Circle Falls Creek Circle + 2640 ft 5 Local 1 Asphalt 22.0 2,640 323 6,776 71 68 39 62 Weak Good 22 8 61 2.7 39 10.0 9.9 8.4 10.0 9.1 10.0 9.4 9.2 9.9 Zone 1 10 1,171,765 66 6 62 1 1430 1430 - CR 205 2 5,280 14,784 63 Good 1 5 12144 1310 100 CR 205 Falls Creek Circle + 2640 ft Falls Creek Circle + 5280 ft 5 Local 1 Asphalt 26.0 2,640 381 8,008 75 66 42 65 Weak Good 15 10 65 2.8 42 10.0 10.0 9.3 10.0 9.1 10.0 8.9 9.0 9.6 Zone 1 10 1,171,765 66 6 62 1 1430 1430 - CR 205 2 5,280 14,784 63 Good 1 5 12145 1310 110 CR 205 Falls Creek Circle + 5280 ft Falls Creek Circle + 7920 ft 5 Local 1 Asphalt 22.0 2,640 323 6,776 67 72 43 62 Weak Good 24 9 61 2.4 43 9.8 10.0 8.1 10.0 9.1 10.0 9.2 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1440 1440 - CR 205 3 6,158 18,064 67 Good 2 5 11982 1310 120 CR 205 Falls Creek Circle + 7920 ft Falls Creek Circle + 10560 ft 5 Local 1 Asphalt 28.0 2,640 411 8,624 79 74 45 69 Mod Good 10 11 69 2.3 45 9.9 10.0 9.2 10.0 9.7 10.0 8.9 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1440 1440 - CR 205 3 6,158 18,064 67 Good 2 5 12146 1310 130 CR 205 Falls Creek Circle + 10560 ft Fall Creek Main 5 Local 1 Asphalt 26.0 878 127 2,664 89 70 53 75 Mod V Good 0 11 75 2.8 53 10.0 9.8 10.0 10.0 10.0 10.0 9.7 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1440 1440 - CR 205 3 6,158 18,064 67 Good 2 5 12187 1330 10 CR 207 Hwy 160 Hwy 160 + 2640 ft 5 Local 1 Asphalt 27.0 2,640 396 8,316 49 62 81 60 Strng Good 29 23 59 3.2 81 10.0 7.8 7.5 10.0 9.3 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1450 1450 - CR 207 2 5,280 16,324 62 Good 3 5 11736 1330 20 CR 207 Hwy 160 + 2640 ft Hwy 160 + 5280 ft 5 Local 1 Asphalt 26.0 2,640 381 8,008 58 68 80 66 Strng Good 20 21 66 2.7 80 10.0 8.3 8.3 10.0 9.2 10.0 10.0 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1450 1450 - CR 207 2 5,280 16,324 62 Good 3 5 12188 1330 30 CR 207 Hwy 160 + 5280 ft CR 208 5 Local 1 Asphalt 23.0 576 74 1,546 43 65 79 57 Strng Fair 40 17 56 3.4 79 10.0 8.6 6.5 10.0 9.0 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1460 1460 - CR 207 4 7,546 20,137 51 Fair 2 5 12237 1330 40 CR 207 CR 208 CR 208 + 2640 ft 5 Local 1 Asphalt 23.0 2,640 337 7,084 46 66 84 61 Strng Good 34 20 61 2.8 84 10.0 8.3 7.4 10.0 8.3 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1460 1460 - CR 207 4 7,546 20,137 51 Fair 2 5 11102 1330 50 CR 207 CR 208 + 2640 ft CR 208 + 5280 ft 5 Local 1 Asphalt 22.0 2,640 323 6,776 33 68 69 51 Mod Fair 43 24 50 2.7 69 10.0 8.5 6.3 10.0 8.8 10.0 10.0 7.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1460 1460 - CR 207 4 7,546 20,137 51 Fair 2 5 12238 1330 60 CR 207 CR 208 + 5280 ft CR 208 + 6970 ft 5 Local 1 Asphalt 24.0 1,690 225 4,731 24 53 52 38 Mod Poor 53 23 37 4.2 52 9.2 7.7 6.3 10.0 8.6 10.0 10.0 9.3 9.7 Zone 1 10 1,171,765 66 6 62 1 1460 1460 - CR 207 4 7,546 20,137 51 Fair 2 5 12106 1350 10 CR 210 CR 141 CR 141 + 2640 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 96 83 37 78 Weak V Good 0 4 78 2.6 37 10.0 9.7 10.0 10.0 10.0 10.0 10.0 9.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1470 1470 - CR 210 2 5,280 15,400 73 V Good 2 3 12107 1350 20 CR 210 CR 141 + 2640 ft CR 141 + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 69 84 47 67 Mod Good 22 8 67 1.7 47 8.6 9.3 9.2 10.0 10.0 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1470 1470 - CR 210 2 5,280 15,400 73 V Good 2 3 12108 1350 30 CR 210 CR 141 + 5280 ft CR 141 + 7920 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 70 79 69 72 Mod V Good 23 7 72 2.0 69 8.8 9.5 8.9 9.9 10.0 10.0 10.0 9.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1480 1480 - CR 210 3 7,920 23,100 78 V Good 2 3 12109 1350 40 CR 210 CR 141 + 7920 ft CR 141 + 10560 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 94 87 53 82 Mod V Good 0 6 82 1.5 53 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1480 1480 - CR 210 3 7,920 23,100 78 V Good 2 3 12110 1350 50 CR 210 CR 141 + 10560 ft CR 141 + 13200 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 95 89 37 79 Weak V Good 0 5 79 1.5 37 10.0 9.9 10.0 10.0 10.0 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1480 1480 - CR 210 3 7,920 23,100 78 V Good 2 3 12111 1350 60 CR 210 CR 141 + 13200 ft CR 141 + 15840 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 31 84 45 48 Weak Marginal 54 15 47 1.8 45 8.6 8.9 5.9 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1490 1490 - CR 210 2 5,280 15,400 46 Marginal 2 3 11795 1350 70 CR 210 CR 141 + 15840 ft CR 141 + 18480 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 27 79 49 45 Mod Marginal 59 14 44 2.1 49 8.4 8.9 5.7 10.0 9.9 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1490 1490 - CR 210 2 5,280 15,400 46 Marginal 2 3 12112 1350 80 CR 210 CR 141 + 18480 ft CR 212 3 Major Collector 1 Asphalt 25.0 1,017 141 2,968 99 85 39 80 Weak V Good 0 1 80 2.0 39 10.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1500 1500 - CR 210 2 1,087 3,171 80 V Good 1 3 12014 1350 90 CR 210 CR 212 Boat Ramp Road 3 Major Collector 1 Asphalt 25.0 70 10 203 100 85 56 85 Mod Excellent 0 1 85 2.2 56 10.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1500 1500 - CR 210 2 1,087 3,171 80 V Good 1 3 12205 1350 100 CR 210 Boat Ramp Road Boat Ramp Road + 2640 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 46 71 37 50 Weak Fair 41 14 49 2.5 37 9.2 8.7 6.6 10.0 10.0 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1510 1510 - CR 210 5 9,042 29,730 41 Marginal 1 3 12206 1350 110 CR 210 Boat Ramp Road + 2640 ft Boat Ramp Road + 5280 ft 3 Major Collector 1 Asphalt 31.0 2,640 455 9,548 13 63 37 32 Weak Poor 74 13 32 3.2 37 9.0 8.8 4.3 10.0 9.2 9.5 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1510 1510 - CR 210 5 9,042 29,730 41 Marginal 1 3 11883 1350 120 CR 210 Boat Ramp Road + 5280 ft Boat Ramp Road + 7920 ft 3 Major Collector 1 Asphalt 28.0 2,640 411 8,624 26 71 40 41 Weak Marginal 57 18 40 2.5 40 8.3 8.2 6.2 10.0 9.4 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1510 1510 - CR 210 5 9,042 29,730 41 Marginal 1 3 12207 1350 130 CR 210 Boat Ramp Road + 7920 ft Smelter Place 3 Major Collector 1 Asphalt 29.0 608 98 2,057 45 84 75 62 Strng Good 40 15 61 1.7 75 9.5 8.1 6.5 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1510 1510 - CR 210 5 9,042 29,730 41 Marginal 1 3 11981 1350 140 CR 210 Smelter Place Frontage Road 3 Major Collector 1 Asphalt 30.0 515 86 1,801 27 49 24 32 Weak Poor 56 16 32 4.9 24 8.7 8.0 5.8 10.0 9.5 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1510 1510 - CR 210 5 9,042 29,730 41 Marginal 1 3 12245 1370 10 CR 213 Hwy 550 Hwy 550 + 2640 ft 5 Local 1 Asphalt 24.0 2,640 352 7,392 73 81 90 79 Strng V Good 14 13 79 1.9 90 10.0 9.0 8.7 10.0 9.8 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1520 1520 - CR 213 3 6,610 18,355 84 V Good 3 5 11745 1370 20 CR 213 Hwy 550 + 2640 ft Hwy 550 + 5280 ft 5 Local 1 Asphalt 23.0 2,640 337 7,084 80 94 89 86 Strng Excellent 14 6 86 1.2 89 10.0 9.2 8.8 10.0 9.6 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1520 1520 - CR 213 3 6,610 18,355 84 V Good 3 5 12246 1370 30 CR 213 Hwy 550 + 5280 ft El Co Court 5 Local 1 Asphalt 25.0 1,330 185 3,879 92 98 86 92 Strng Excellent 3 5 92 1.1 86 10.0 9.3 10.0 10.0 9.4 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1520 1520 - CR 213 3 6,610 18,355 84 V Good 3 5 11744 1370 40 CR 213 El Co Court El Co Court + 1850 ft 5 Local 1 Asphalt 27.0 1,850 278 5,829 75 89 90 82 Strng V Good 12 12 82 1.5 90 10.0 9.3 9.2 10.0 9.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1530 1530 - CR 213 3 8,134 24,272 84 V Good 3 5 11743 1370 50 CR 213 El Co Court + 1850 ft Animas River Road 5 Local 1 Asphalt 26.0 3,643 526 11,051 78 88 88 83 Strng V Good 8 14 83 1.5 88 10.0 9.1 9.7 10.0 9.1 10.0 10.0 8.7 9.9 Zone 1 10 1,171,765 66 6 62 1 1530 1530 - CR 213 3 8,134 24,272 84 V Good 3 5 12251 1370 60 CR 213 Animas River Road Animas River Road + 2640 ft 5 Local 1 Asphalt 24.0 2,640 352 7,392 85 97 81 87 Strng Excellent 2 13 87 1.1 81 10.0 9.3 10.0 10.0 9.5 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1530 1530 - CR 213 3 8,134 24,272 84 V Good 3 5 11742 1370 70 CR 213 Animas River Road + 2640 ft Animas River Road + 5280 ft 5 Local 1 Asphalt 24.0 2,640 352 7,392 77 86 55 74 Mod V Good 8 15 74 1.6 55 10.0 8.6 9.6 10.0 9.2 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1540 1540 - CR 213 3 6,472 18,261 70 V Good 2 5 12252 1370 80 CR 213 Animas River Road + 5280 ft Rancho Durango Road 5 Local 1 Asphalt 25.0 1,192 166 3,477 68 70 55 65 Mod Good 10 22 65 2.6 55 10.0 7.9 9.5 10.0 8.9 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1540 1540 - CR 213 3 6,472 18,261 70 V Good 2 5 12231 1370 90 CR 213 Rancho Durango Road Rancho Durango Road + 2640 ft 5 Local 1 Asphalt 24.0 2,640 352 7,392 68 75 60 68 Mod Good 17 15 68 2.2 60 10.0 8.6 9.1 10.0 8.3 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1540 1540 - CR 213 3 6,472 18,261 70 V Good 2 5 11741 1370 100 CR 213 Rancho Durango Road + 2640 ft Rancho Durango Road + 5280 ft 5 Local 1 Asphalt 26.0 2,640 381 8,008 85 96 74 85 Mod Excellent 4 11 85 1.2 74 10.0 9.2 10.0 10.0 9.1 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1550 1550 - CR 213 3 5,605 16,655 82 V Good 2 5 12232 1370 110 CR 213 Rancho Durango Road + 5280 ft Yeager Drive 5 Local 1 Asphalt 25.0 2,045 284 5,965 84 86 64 79 Mod V Good 4 12 79 1.6 64 10.0 9.0 10.0 10.0 9.1 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1550 1550 - CR 213 3 5,605 16,655 82 V Good 2 5 11740 1370 120 CR 213 Yeager Drive La Posta Canyon Road 5 Local 1 Asphalt 25.0 919 128 2,682 75 80 81 78 Strng V Good 10 15 78 1.9 81 10.0 8.6 9.3 10.0 9.2 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1550 1550 - CR 213 3 5,605 16,655 82 V Good 2 5 11739 1370 130 CR 213 La Posta Canyon Road Willimax Lane 5 Local 1 Asphalt 26.0 4,411 637 13,380 70 75 30 61 Weak Good 18 13 61 2.2 30 10.0 8.8 8.6 10.0 9.1 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1560 1560 - CR 213 2 8,830 26,268 66 Good 1 5 11738 1370 140 CR 213 Willimax Lane Private Oil Gas (GISID 9085) 5 Local 1 Asphalt 25.0 4,419 614 12,888 74 82 59 72 Mod V Good 11 14 72 1.7 59 10.0 9.0 9.5 10.0 8.6 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1560 1560 - CR 213 2 8,830 26,268 66 Good 1 5 12253 1370 150 CR 213 Private Oil Gas (GISID 9085) Private Oil Gas (GISID 9085) + 2640 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 69 81 48 67 Mod Good 13 18 67 1.8 48 10.0 8.4 9.1 10.0 9.1 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1570 1570 - CR 213 3 6,460 19,150 66 Good 2 5 12028 1370 160 CR 213 Private Oil Gas (GISID 9085) + 2640 ft Private Oil Gas (GISID 9085) + 5280 ft 5 Local 1 Asphalt 26.0 2,640 381 8,008 67 82 35 63 Weak Good 15 17 63 1.8 35 10.0 8.4 8.8 10.0 9.2 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1570 1570 - CR 213 3 6,460 19,150 66 Good 2 5 12254 1370 170 CR 213 Private Oil Gas (GISID 9085) + 5280 ft CR 214 5 Local 1 Asphalt 25.0 1,180 164 3,442 76 73 65 73 Mod V Good 4 21 73 2.3 65 10.0 8.0 10.0 10.0 9.2 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1570 1570 - CR 213 3 6,460 19,150 66 Good 2 5 11813 1380 10 CR 213 CR 214 CR 214 + 297 ft 4 Minor Collector 1 Asphalt 25.0 297 41 868 81 58 84 76 Strng V Good 0 20 76 3.9 84 10.0 8.2 10.0 10.0 10.0 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1580 1580 - CR 213 6 9,363 27,310 86 Excellent 3 4 11812 1380 20 CR 213 CR 214 + 297 ft CR 214 + 549 ft 4 Minor Collector 1 Asphalt 25.0 252 35 734 87 91 91 89 Strng Excellent 5 8 89 1.3 91 10.0 9.7 10.0 10.0 8.9 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1580 1580 - CR 213 6 9,363 27,310 86 Excellent 3 4 12202 1380 30 CR 213 CR 214 + 549 ft CR 214 + 3189 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 82 88 85 84 Strng V Good 8 10 84 1.5 85 10.0 9.5 10.0 10.0 8.3 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1580 1580 - CR 213 6 9,363 27,310 86 Excellent 3 4 12203 1380 40 CR 213 CR 214 + 3189 ft CR 214 + 5829 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 86 94 80 87 Strng Excellent 5 9 87 1.3 80 10.0 9.5 10.0 10.0 9.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1580 1580 - CR 213 6 9,363 27,310 86 Excellent 3 4 11811 1380 50 CR 213 CR 214 + 5829 ft CR 214 + 8469 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 88 93 80 87 Strng Excellent 4 8 87 1.3 80 10.0 9.0 10.0 10.0 9.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1580 1580 - CR 213 6 9,363 27,310 86 Excellent 3 4 12204 1380 60 CR 213 CR 214 + 8469 ft CR 213 (Funcl Change @ 9363 ft) 4 Minor Collector 1 Asphalt 25.0 894 124 2,608 89 86 80 86 Strng Excellent 3 8 86 1.6 80 10.0 9.0 9.7 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1580 1580 - CR 213 6 9,363 27,310 86 Excellent 3 4 12183 1390 10 CR 213 CR 213 (Funcl Change @ 9363 ft) CR 213 (Funcl Change @ 9363 ft) + 2640 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 80 85 85 83 Strng V Good 9 12 83 1.7 85 10.0 8.9 9.4 10.0 9.4 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1590 1590 - CR 213 3 5,733 16,720 81 V Good 3 4 11816 1390 20 CR 213 CR 213 (Funcl Change @ 9363 ft) + 2640 ft CR 213 (Funcl Change @ 9363 ft) + 5280 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 69 88 100 81 Strng V Good 13 18 81 1.6 100 10.0 8.2 8.9 10.0 9.5 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1590 1590 - CR 213 3 5,733 16,720 81 V Good 3 4 12184 1390 30 CR 213 CR 213 (Funcl Change @ 9363 ft) + 5280 ft Terrace Place 4 Minor Collector 1 Asphalt 25.0 453 63 1,320 66 81 75 72 Strng V Good 17 16 72 1.9 75 10.0 8.7 8.8 10.0 8.9 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1590 1590 - CR 213 3 5,733 16,720 81 V Good 3 4 11815 1390 40 CR 213 Terrace Place Wheeler Road 4 Minor Collector 1 Asphalt 25.0 217 30 633 66 65 38 59 Weak Fair 17 17 59 2.9 38 10.0 8.7 8.6 10.0 9.5 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1600 1600 - CR 213 3 8,640 25,201 55 Fair 1 4 11814 1390 50 CR 213 Wheeler Road Jack Rabbit Trail 4 Minor Collector 1 Asphalt 25.0 4,882 678 14,239 62 68 45 59 Weak Fair 22 17 59 2.7 45 9.9 8.6 8.4 10.0 9.2 9.9 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1600 1600 - CR 213 3 8,640 25,201 55 Fair 1 4 11999 1390 60 CR 213 Jack Rabbit Trail Air Park Drive 4 Minor Collector 1 Asphalt 25.0 3,541 492 10,329 50 66 37 51 Weak Fair 29 21 50 2.9 37 10.0 8.1 7.6 10.0 9.0 10.0 10.0 9.0 9.9 Zone 1 10 1,171,765 66 6 62 1 1600 1600 - CR 213 3 8,640 25,201 55 Fair 1 4 12027 1390 70 CR 213 Air Park Drive Moose Lane 4 Minor Collector 1 Asphalt 25.0 1,158 161 3,377 78 83 54 73 Mod V Good 7 14 73 1.7 54 10.0 9.4 10.0 10.0 10.0 10.0 9.2 9.0 9.1 Zone 1 10 1,171,765 66 6 62 1 1610 1610 - CR 213 3 6,044 19,169 64 Good 2 4 12038 1390 80 CR 213 Moose Lane River Road 4 Minor Collector 1 Asphalt 25.0 2,246 312 6,552 54 73 77 64 Strng Good 30 17 64 2.4 77 9.0 8.9 8.7 10.0 8.9 9.9 9.3 9.3 9.8 Zone 1 10 1,171,765 66 6 62 1 1610 1610 - CR 213 3 6,044 19,169 64 Good 2 4 12227 1390 90 CR 213 River Road River Road + 2640 ft 4 Minor Collector 1 Asphalt 30.0 2,640 440 9,240 51 69 74 61 Mod Good 31 18 61 2.8 74 10.0 8.4 7.3 10.0 9.1 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1610 1610 - CR 213 3 6,044 19,169 64 Good 2 4 11711 1390 100 CR 213 River Road + 2640 ft River Road + 5280 ft 4 Minor Collector 1 Asphalt 24.0 2,640 352 7,392 60 76 72 67 Mod Good 23 17 67 2.1 72 9.8 8.4 8.5 10.0 9.1 10.0 10.0 9.2 9.8 Zone 1 10 1,171,765 66 6 62 1 1620 1620 - CR 213 3 5,849 17,686 59 Fair 2 4 12228 1390 110 CR 213 River Road + 5280 ft Mercury Village Drive 4 Minor Collector 1 Asphalt 25.0 2,065 287 6,023 41 55 84 55 Strng Fair 45 14 55 4.2 84 9.4 8.9 6.4 10.0 9.3 10.0 10.0 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1620 1620 - CR 213 3 5,849 17,686 59 Fair 2 4 12041 1390 120 CR 213 Mercury Village Drive Frontage Road 4 Minor Collector 1 Asphalt 32.0 1,144 203 4,271 40 56 67 51 Mod Fair 47 13 50 3.9 67 9.2 8.6 6.4 10.0 9.8 10.0 10.0 9.7 9.7 Zone 1 10 1,171,765 66 6 62 1 1620 1620 - CR 213 3 5,849 17,686 59 Fair 2 4 11780 1410 10 CR 214 CR 215 Rainbow Road 5 Local 1 Asphalt 40.0 72 16 337 99 85 93 94 Strng Excellent 0 1 94 5.7 93 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1630 1630 - CR 214 2 976 3,077 89 Excellent 3 5 11779 1410 20 CR 214 Rainbow Road Trout Springs Trail 5 Local 1 Asphalt 26.0 903 130 2,740 95 82 79 88 Strng Excellent 2 3 88 1.8 79 10.0 9.6 10.0 10.0 9.5 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1630 1630 - CR 214 2 976 3,077 89 Excellent 3 5 11778 1410 30 CR 214 Trout Springs Trail Private Oil Gas (GISID 7400) 5 Local 1 Asphalt 32.0 2,314 411 8,640 70 74 78 73 Strng V Good 20 10 73 2.3 78 9.9 8.8 9.4 10.0 8.2 9.3 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1640 1640 - CR 214 3 6,035 19,926 74 V Good 3 5 11777 1410 40 CR 214 Private Oil Gas (GISID 7400) Kit Fox Lane 5 Local 1 Asphalt 26.0 976 141 2,960 73 79 73 74 Mod V Good 13 14 74 1.9 73 10.0 8.6 9.0 10.0 9.4 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1640 1640 - CR 214 3 6,035 19,926 74 V Good 3 5 12017 1410 50 CR 214 Kit Fox Lane Hwy 550 5 Local 1 Asphalt 26.0 2,745 396 8,326 71 77 75 74 Strng V Good 19 10 74 2.1 75 9.9 9.0 8.5 10.0 9.2 10.0 10.0 9.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1640 1640 - CR 214 3 6,035 19,926 74 V Good 3 5 12181 1420 10 CR 214 Hwy 550 Hwy 550 + 2640 ft 5 Local 1 Asphalt 33.0 2,640 484 10,164 43 43 73 50 Mod Fair 47 9 49 6.2 73 9.6 9.8 6.0 10.0 9.3 9.9 9.7 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1650 1650 - CR 214 + Others 2 3,106 11,142 48 Marginal 2 5 11242 1430 10 CR 214 Hwy 550 + 2640 ft EOP 5 Local 1 Asphalt 18.0 466 47 978 38 27 57 40 Mod Marginal 54 8 39 9.8 57 7.3 9.8 7.2 10.0 10.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1650 1650 - CR 214 + Others 2 3,106 11,142 48 Marginal 2 5 11111 1440 10 CR 215 EOP CR 216 5 Local 1 Asphalt 29.0 105 17 356 35 33 79 46 Strng Marginal 64 1 45 8.8 79 10.0 10.0 5.9 10.0 10.0 6.8 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1670 1670 - CR 215 5 3,199 9,134 44 Marginal 3 5 11456 1440 20 CR 215 CR 216 N Hylander Road 5 Local 1 Asphalt 22.0 79 10 202 26 26 73 38 Mod Poor 67 7 37 10.3 73 10.0 9.7 3.6 10.0 10.0 9.5 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1670 1670 - CR 215 5 3,199 9,134 44 Marginal 3 5 11455 1440 30 CR 215 N Hylander Road N Hylander Road + 624 ft 5 Local 1 Asphalt 22.0 624 76 1,600 37 48 73 49 Mod Marginal 48 14 48 5.2 73 9.3 8.7 6.5 10.0 8.6 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1670 1670 - CR 215 5 3,199 9,134 44 Marginal 3 5 11454 1440 40 CR 215 N Hylander Road + 624 ft Old Homestead Mobile Home Prk 5 Local 1 Asphalt 25.0 2,156 299 6,287 26 45 77 43 Strng Marginal 55 19 42 5.5 77 9.1 7.9 6.3 10.0 7.8 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1670 1670 - CR 215 5 3,199 9,134 44 Marginal 3 5 11453 1440 50 CR 215 Old Homestead Mobile Home Prk Hwy 550 5 Local 1 Asphalt 25.0 236 33 689 52 36 78 54 Strng Fair 34 14 54 9.4 78 10.0 8.4 6.9 10.0 9.3 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1670 1670 - CR 215 5 3,199 9,134 44 Marginal 3 5 1



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1110 1460 10 CR 216 EOP Private Oil Gas (GISID 9757) 5 Local 1 Asphalt 22.0 3,417 418 8,769 82 63 35 65 Weak Good 12 6 65 3.2 35 10.0 9.9 9.5 10.0 8.4 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1680 1680 - CR 216 2 4,775 12,096 66 Good 1 5 11457 1460 20 CR 216 Private Oil Gas (GISID 9757) CR 215 5 Local 1 Asphalt 21.0 1,358 158 3,327 86 67 41 70 Weak V Good 9 5 70 3.0 41 10.0 10.0 10.0 9.9 8.0 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1680 1680 - CR 216 2 4,775 12,096 66 Good 1 5 11952 1480 10 CR 220 Hwy 550 Hwy 550 + 555 ft 3 Major Collector 1 Asphalt 23.0 555 71 1,490 23 47 73 41 Mod Marginal 60 17 40 5.6 73 9.6 8.0 5.0 10.0 8.8 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1690 1690 - CR 220 + Others 3 4,966 12,754 49 Marginal 2 3 11915 1480 20 CR 220 Hwy 550 + 555 ft Dreamy Draw 3 Major Collector 1 Asphalt 22.0 3,935 481 10,099 37 67 67 52 Mod Fair 44 20 52 3.0 67 9.6 8.2 6.8 10.0 8.3 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1690 1690 - CR 220 + Others 3 4,966 12,754 49 Marginal 2 3 11953 1490 10 CR 220 Hwy 550 Hwy 550 + 475 ft 3 Major Collector 1 Asphalt 21.0 475 55 1,165 19 33 75 37 Strng Poor 74 7 36 8.2 75 9.2 9.5 3.5 10.0 9.5 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1690 1690 - CR 220 + Others 3 4,966 12,754 49 Marginal 2 3 11951 1500 10 CR 220 Dreamy Draw CR 301 3 Major Collector 1 Asphalt 22.0 2,332 285 5,985 51 59 47 52 Mod Fair 30 19 52 3.6 47 9.2 7.8 8.3 10.0 9.0 10.0 10.0 9.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1710 1710 - CR 220 2 5,115 14,426 48 Marginal 1 3 11720 1500 30 CR 220 CR 301 Murray Drive 3 Major Collector 1 Asphalt 26.0 2,783 402 8,441 46 57 37 46 Weak Marginal 30 25 45 3.8 37 8.9 7.9 8.6 10.0 8.9 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1710 1710 - CR 220 2 5,115 14,426 48 Marginal 1 3 11719 1500 40 CR 220 Murray Drive Whitney Way 3 Major Collector 1 Asphalt 25.0 542 75 1,582 72 58 68 67 Mod Good 16 11 67 3.8 68 10.0 9.1 8.9 10.0 8.8 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1720 1720 - CR 220 5 4,669 12,186 71 V Good 3 3 11718 1500 50 CR 220 Whitney Way Meadowlark Lane 3 Major Collector 1 Asphalt 21.0 865 101 2,120 64 74 84 72 Strng V Good 22 14 72 2.3 84 10.0 8.7 8.8 10.0 7.8 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1720 1720 - CR 220 5 4,669 12,186 71 V Good 3 3 11717 1500 60 CR 220 Meadowlark Lane Linda Lane 3 Major Collector 1 Asphalt 23.0 607 78 1,629 84 84 93 86 Strng Excellent 5 10 86 1.7 93 10.0 9.3 10.0 10.0 9.0 10.0 10.0 9.1 9.9 Zone 1 10 1,171,765 66 6 62 1 1720 1720 - CR 220 5 4,669 12,186 71 V Good 3 3 11716 1500 70 CR 220 Linda Lane Knolls Circle 3 Major Collector 1 Asphalt 22.0 2,290 280 5,876 65 75 77 70 Strng V Good 15 20 70 2.3 77 10.0 8.7 9.0 10.0 9.0 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1720 1720 - CR 220 5 4,669 12,186 71 V Good 3 3 12037 1500 80 CR 220 Knolls Circle Hwy 172 3 Major Collector 1 Asphalt 23.0 365 47 979 52 43 77 56 Strng Fair 20 28 55 6.2 77 10.0 7.5 8.0 10.0 9.8 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1720 1720 - CR 220 5 4,669 12,186 71 V Good 3 3 11731 1510 10 CR 221 Hwy 172 CR 222 5 Local 1 Asphalt 25.0 1,147 159 3,344 63 69 79 68 Strng Good 18 19 68 2.8 79 10.0 7.7 8.4 10.0 9.4 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1730 1730 - CR 221 2 1,310 3,935 68 Good 3 5 12036 1510 20 CR 221 CR 222 CR 222 + 164 ft 5 Local 1 Asphalt 31.0 164 28 591 70 68 73 70 Mod V Good 12 19 70 2.9 73 10.0 8.4 8.8 10.0 10.0 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1730 1730 - CR 221 2 1,310 3,935 68 Good 3 5 11265 1530 10 CR 222 EOP Wrangler Way 5 Local 1 Asphalt 23.0 1,628 208 4,368 62 70 77 68 Strng Good 29 9 68 2.6 77 8.7 9.2 8.6 10.0 9.2 10.0 10.0 9.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1740 1740 - CR 222 2 1,755 4,827 69 Good 3 5 11273 1530 20 CR 222 Wrangler Way Wrangler Way + 127 ft 5 Local 1 Asphalt 31.0 127 22 459 87 69 56 75 Mod V Good 3 9 75 3.9 56 10.0 9.2 10.0 10.0 9.3 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1740 1740 - CR 222 2 1,755 4,827 69 Good 3 5 11192 1550 10 CR 222 EOP Ranchos Florida Drive 5 Local 1 Asphalt 33.0 69 13 264 79 53 24 59 Weak Fair 3 17 59 5.0 24 10.0 9.3 9.7 10.0 10.0 10.0 8.6 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1750 1750 - CR 222 2 2,944 9,320 53 Fair 2 5 11353 1550 20 CR 222 Ranchos Florida Drive CR 510 5 Local 1 Asphalt 27.0 2,875 431 9,056 53 56 50 53 Mod Fair 33 14 53 3.9 50 9.1 9.4 7.9 10.0 9.2 10.0 9.7 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1750 1750 - CR 222 2 2,944 9,320 53 Fair 2 5 11137 1560 10 CR 222 CR 510 Apple Wood Loop 5 Local 1 Asphalt 23.0 513 66 1,376 32 52 69 46 Mod Marginal 43 25 45 4.5 69 9.4 7.6 6.9 10.0 8.9 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1760 1760 - CR 222 3 3,983 10,625 41 Marginal 2 5 11404 1560 20 CR 222 Apple Wood Loop Prarie Lane 5 Local 1 Asphalt 21.0 3,250 379 7,962 16 51 72 39 Mod Poor 64 20 38 4.6 72 9.5 8.2 5.3 10.0 8.0 10.0 10.0 9.0 9.6 Zone 1 10 1,171,765 66 6 62 1 1760 1760 - CR 222 3 3,983 10,625 41 Marginal 2 5 11794 1560 30 CR 222 WEST END Prarie Lane 5 Local 1 Asphalt 50.0 221 61 1,287 52 41 79 56 Strng Fair 41 8 55 6.7 79 8.4 9.1 7.5 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1760 1760 - CR 222 3 3,983 10,625 41 Marginal 2 5 12031 1570 10 CR 223 SW END CR 230 5 Local 1 Asphalt 22.0 2,117 259 5,434 80 57 63 70 Mod V Good 3 16 70 3.9 63 9.7 9.8 10.0 10.0 10.0 10.0 9.9 7.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1770 1770 - CR 223 4 5,502 14,756 65 Good 2 5 11193 1570 20 CR 223 CR 230 CR 230 + 1011 ft 5 Local 1 Asphalt 23.0 1,011 129 2,712 80 54 22 59 Weak Fair 9 11 59 4.3 22 9.0 9.9 10.0 10.0 10.0 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1770 1770 - CR 223 4 5,502 14,756 65 Good 2 5 11398 1570 30 CR 223 CR 230 + 1011 ft CR 225/228 5 Local 1 Asphalt 23.0 1,351 173 3,624 80 56 21 59 Weak Fair 12 8 59 5.6 21 9.0 9.9 10.0 10.0 9.4 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1770 1770 - CR 223 4 5,502 14,756 65 Good 2 5 11194 1570 40 CR 223 CR 225/228 CR 225A 5 Local 1 Asphalt 25.0 1,024 142 2,986 73 68 65 70 Mod V Good 14 13 70 2.8 65 10.0 8.9 8.8 10.0 9.7 10.0 9.9 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1770 1770 - CR 223 4 5,502 14,756 65 Good 2 5 11997 1580 10 CR 223 CR 225A CR 225A + 519 ft 5 Local 1 Asphalt 25.0 519 72 1,515 82 61 77 76 Strng V Good 3 15 76 3.6 77 10.0 10.0 10.0 10.0 9.3 10.0 8.8 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1780 1780 - CR 223 7 5,714 18,306 70 V Good 1 5 11026 1580 20 CR 223 CR 225A + 519 ft Hollow Ridge Road 5 Local 1 Asphalt 28.0 554 86 1,810 80 63 58 70 Mod V Good 6 14 70 3.4 58 9.4 10.0 10.0 10.0 10.0 10.0 9.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1780 1780 - CR 223 7 5,714 18,306 70 V Good 1 5 11616 1580 30 CR 223 Hollow Ridge Road Hollow Ridge Road 5 Local 1 Asphalt 25.0 125 17 364 84 79 39 71 Weak V Good 0 16 71 2.0 39 10.0 10.0 10.0 10.0 10.0 10.0 8.9 8.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1780 1780 - CR 223 7 5,714 18,306 70 V Good 1 5 11615 1580 40 CR 223 Hollow Ridge Road Private Oil Gas (GISID 6864) 5 Local 1 Asphalt 23.0 402 51 1,078 85 82 35 72 Weak V Good 1 14 72 1.8 35 10.0 10.0 10.0 10.0 9.8 10.0 8.7 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1780 1780 - CR 223 7 5,714 18,306 70 V Good 1 5 11614 1580 50 CR 223 Private Oil Gas (GISID 6864) Hollow Ridge Road 5 Local 1 Asphalt 32.0 1,881 334 7,024 81 75 44 70 Weak V Good 4 15 70 2.2 44 9.6 10.0 10.0 10.0 10.0 10.0 9.1 8.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1780 1780 - CR 223 7 5,714 18,306 70 V Good 1 5 11613 1580 60 CR 223 Hollow Ridge Road D Bar K Drive 5 Local 1 Asphalt 29.0 750 121 2,536 82 74 25 66 Weak Good 6 12 66 2.4 25 9.4 10.0 10.0 10.0 10.0 10.0 9.2 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1780 1780 - CR 223 7 5,714 18,306 70 V Good 1 5 11612 1580 70 CR 223 D Bar K Drive Shadow Drive 5 Local 1 Asphalt 23.0 1,483 189 3,979 83 77 35 70 Weak V Good 0 17 70 2.0 35 10.0 10.0 10.0 10.0 10.0 10.0 8.9 7.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1780 1780 - CR 223 7 5,714 18,306 70 V Good 1 5 11611 1580 80 CR 223 Shadow Drive Private Oil Gas (GISID 6682) 5 Local 1 Asphalt 24.0 3,105 414 8,695 81 75 35 68 Weak Good 8 10 68 2.3 35 9.1 10.0 10.0 10.0 10.0 10.0 9.3 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1790 1790 - CR 223 4 10,929 33,239 69 Good 1 5 11610 1580 90 CR 223 Private Oil Gas (GISID 6682) Red Rooster Road 5 Local 1 Asphalt 27.0 3,485 523 10,979 83 75 32 68 Weak Good 4 13 68 2.3 32 9.6 10.0 10.0 10.0 9.9 10.0 9.1 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1790 1790 - CR 223 4 10,929 33,239 69 Good 1 5 11609 1580 100 CR 223 Red Rooster Road Windmill Drive 5 Local 1 Asphalt 25.0 433 60 1,263 83 81 63 78 Mod V Good 0 17 78 1.8 63 10.0 10.0 10.0 10.0 10.0 10.0 8.2 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1790 1790 - CR 223 4 10,929 33,239 69 Good 1 5 11621 1580 110 CR 223 Windmill Drive Vision Way 5 Local 1 Asphalt 27.0 3,905 586 12,302 81 62 52 69 Mod Good 10 9 69 3.3 52 9.3 10.0 10.0 10.0 9.5 9.9 9.2 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1790 1790 - CR 223 4 10,929 33,239 69 Good 1 5 11622 1580 120 CR 223 Vision Way Private Oil Gas (GISID 9787) 5 Local 1 Asphalt 23.0 1,138 145 3,052 85 85 65 80 Mod V Good 3 12 80 1.7 65 10.0 10.0 10.0 10.0 9.4 10.0 9.2 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1800 1800 - CR 223 7 9,506 26,213 64 Good 1 5 11623 1580 130 CR 223 Private Oil Gas (GISID 9787) South Ridge Circle 5 Local 1 Asphalt 23.0 1,886 241 5,060 83 76 25 67 Weak Good 4 14 67 2.1 25 9.6 10.0 10.0 10.0 10.0 10.0 9.1 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1800 1800 - CR 223 7 9,506 26,213 64 Good 1 5 11608 1580 140 CR 223 South Ridge Circle JJ Road 5 Local 1 Asphalt 30.0 764 127 2,673 84 65 10 61 Weak Good 3 13 61 3.4 10 9.7 10.0 10.0 10.0 10.0 10.0 8.7 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1800 1800 - CR 223 7 9,506 26,213 64 Good 1 5 11607 1580 150 CR 223 JJ Road South Ridge Circle 5 Local 1 Asphalt 24.0 1,348 180 3,774 78 63 5 56 Weak Fair 5 17 55 3.1 5 9.5 10.0 10.0 10.0 10.0 10.0 8.8 7.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1800 1800 - CR 223 7 9,506 26,213 64 Good 1 5 11624 1580 160 CR 223 South Ridge Circle Dry Creek Road 5 Local 1 Asphalt 25.0 87 12 254 82 64 18 61 Weak Good 0 18 61 3.3 18 10.0 9.9 10.0 10.0 10.0 10.0 7.7 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1800 1800 - CR 223 7 9,506 26,213 64 Good 1 5 11625 1580 170 CR 223 Dry Creek Road Holman Canyon Road 5 Local 1 Asphalt 22.0 2,553 312 6,552 81 81 33 69 Weak Good 0 19 69 1.8 33 10.0 10.0 10.0 10.0 10.0 10.0 8.9 7.5 10.0 Zone 1 10 1,171,765 66 6 62 1 1800 1800 - CR 223 7 9,506 26,213 64 Good 1 5 11626 1580 180 CR 223 Holman Canyon Road Hwy 160 5 Local 1 Asphalt 24.0 1,731 231 4,848 71 61 18 55 Weak Fair 22 8 55 3.6 18 9.6 10.0 8.5 10.0 9.4 10.0 9.6 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1800 1800 - CR 223 7 9,506 26,213 64 Good 1 5 11224 1590 10 CR 225/228 CR 223 CR 226-Rustic Rd 5 Local 1 Asphalt 32.0 4,134 735 15,435 82 74 74 78 Mod V Good 13 4 78 2.2 74 10.0 9.5 9.0 10.0 9.2 10.0 9.9 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1810 1810 - CR 225/228 2 7,773 26,896 75 V Good 2 5 11323 1590 20 CR 225/228 CR 226-Rustic Rd E Pioneer Drive 5 Local 1 Asphalt 27.0 3,638 546 11,461 85 66 48 71 Mod V Good 5 10 71 2.8 48 9.9 9.5 10.0 10.0 9.0 10.0 9.4 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1810 1810 - CR 225/228 2 7,773 26,896 75 V Good 2 5 11322 1590 30 CR 225/228 E Pioneer Drive CR 228 5 Local 1 Asphalt 31.0 3,239 558 11,713 75 65 63 70 Mod V Good 12 13 70 2.9 63 10.0 9.3 9.3 10.0 9.0 10.0 9.5 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1820 1820 - CR 225/228 3 4,010 13,615 71 V Good 2 5 11226 1590 40 CR 225/228 CR 228 Alpine Drive 5 Local 1 Asphalt 21.0 677 79 1,660 84 65 79 78 Strng V Good 1 15 78 3.0 79 10.0 9.8 10.0 10.0 9.7 10.0 9.4 8.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1820 1820 - CR 225/228 3 4,010 13,615 71 V Good 2 5 11225 1590 50 CR 225/228 CR 225 Alpine Drive 5 Local 1 Asphalt 22.0 94 12 242 88 69 68 78 Mod V Good 2 10 78 7.0 68 10.0 10.0 10.0 10.0 9.5 10.0 8.8 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1820 1820 - CR 225/228 3 4,010 13,615 71 V Good 2 5 11798 1610 10 CR 225A CR 510 Private Oil Gas (GISID 7557) 3 Major Collector 1 Asphalt 36.0 2,043 409 8,580 83 69 78 78 Strng V Good 4 13 78 2.6 78 10.0 8.7 10.0 10.0 10.0 10.0 9.9 9.6 9.5 Zone 1 10 1,171,765 66 6 62 1 1830 1830 - CR 225A 2 2,455 11,561 78 V Good 3 3 11797 1610 20 CR 225A Private Oil Gas (GISID 7557) Hwy 160 3 Major Collector 1 Asphalt 62.0 412 142 2,981 85 66 79 79 Strng V Good 0 15 79 3.5 79 10.0 8.7 10.0 10.0 10.0 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1830 1830 - CR 225A 2 2,455 11,561 78 V Good 3 3 11796 1620 10 CR 225A Hwy 160 Frontage 4 Minor Collector 1 Asphalt 62.0 336 116 2,433 84 64 79 78 Strng V Good 5 11 78 4.8 79 10.0 8.7 9.5 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1840 1840 - CR 225A 2 1,813 8,635 77 V Good 2 4 12012 1620 20 CR 225A Frontage CR 223 4 Minor Collector 1 Asphalt 36.0 1,477 295 6,202 83 71 65 76 Mod V Good 13 4 76 2.4 65 9.5 9.5 9.2 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1840 1840 - CR 225A 2 1,813 8,635 77 V Good 2 4 11147 1650 10 CR 228 South End CR 225 5 Local 1 Asphalt 28.0 2,274 354 7,429 73 56 50 63 Mod Good 11 16 63 4.1 50 9.9 9.7 9.1 10.0 9.8 10.0 9.4 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1850 1850 - CR 228 1 2,274 7,429 63 Good 2 5 11094 1660 10 CR 228 CR 225/228 Meadow View Road 4 Minor Collector 1 Asphalt 25.0 1,595 222 4,653 82 62 54 70 Mod V Good 4 14 70 3.4 54 9.7 9.3 10.0 10.0 9.8 10.0 9.6 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1860 1860 - CR 228 3 9,329 25,080 72 V Good 2 4 11478 1660 20 CR 228 Meadow View Road Waters Way 4 Minor Collector 1 Asphalt 22.0 2,797 342 7,179 80 64 67 73 Mod V Good 6 14 73 3.1 67 9.8 9.8 9.6 10.0 10.0 10.0 9.4 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1860 1860 - CR 228 3 9,329 25,080 72 V Good 2 4 11477 1660 30 CR 228 Waters Way CR 224 4 Minor Collector 1 Asphalt 23.0 4,937 631 13,248 82 63 61 72 Mod V Good 4 14 72 3.2 61 9.6 9.7 10.0 10.0 9.9 10.0 9.9 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1860 1860 - CR 228 3 9,329 25,080 72 V Good 2 4 11751 1680 10 CR 233 Three Springs Blvd Oso Grande 5 Local 1 Asphalt 52.0 136 39 822 83 63 79 77 Strng V Good 6 10 77 5.0 79 10.0 8.8 9.4 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1870 1870 - CR 233 4 4,812 15,184 45 Marginal 3 5 11750 1680 20 CR 233 Oso Grande Bocea Drive 5 Local 1 Asphalt 22.0 1,510 185 3,875 23 41 74 40 Mod Marginal 64 13 39 6.2 74 7.9 9.1 6.0 10.0 9.3 10.0 9.7 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1870 1870 - CR 233 4 4,812 15,184 45 Marginal 3 5 11749 1680 30 CR 233 Bocea Drive Mariposa Drive 5 Local 1 Asphalt 29.0 2,677 431 9,058 28 38 76 42 Strng Marginal 53 18 41 6.9 76 8.8 8.7 6.9 10.0 8.3 9.7 9.8 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1870 1870 - CR 233 4 4,812 15,184 45 Marginal 3 5 11105 1680 40 CR 233 Hwy 160 Mariposa Drive 5 Local 1 Asphalt 25.0 490 68 1,429 80 56 78 73 Strng V Good 4 15 73 5.8 78 10.0 8.7 10.0 10.0 9.1 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1870 1870 - CR 233 4 4,812 15,184 45 Marginal 3 5 11148 1700 10 CR 234 Hwy 172 CR 234a 2 Minor Arterial 1 Asphalt 40.0 874 194 4,077 70 59 56 64 Mod Good 14 16 64 3.6 56 10.0 8.1 8.9 10.0 9.9 9.9 10.0 9.9 9.8 Zone 1 10 1,171,765 66 6 62 1 1880 1880 - CR 234 2 5,293 16,966 67 Good 2 2 11149 1700 20 CR 234 CR 234a CR 228 2 Minor Arterial 1 Asphalt 25.0 4,419 614 12,889 68 72 65 68 Mod Good 16 16 68 2.4 65 9.6 9.1 9.1 10.0 9.4 10.0 9.3 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1880 1880 - CR 234 2 5,293 16,966 67 Good 2 2 11150 1710 10 CR 234 CR 228 CR 235 3 Major Collector 1 Asphalt 28.0 2,616 407 8,546 61 74 78 68 Strng Good 23 16 68 2.3 78 8.0 9.4 10.0 10.0 9.2 10.0 8.9 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1890 1890 - CR 234 4 9,821 30,925 69 Good 3 3 11113 1710 20 CR 234 CR 235 CR 236 3 Major Collector 1 Asphalt 28.0 2,626 409 8,579 65 71 75 69 Strng Good 19 15 69 2.5 75 8.8 9.1 9.5 10.0 9.5 10.0 9.5 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1890 1890 - CR 234 4 9,821 30,925 69 Good 3 3 11452 1710 30 CR 234 CR 236 Squaw Apple Road 3 Major Collector 1 Asphalt 25.0 3,302 459 9,632 66 76 79 72 Strng V Good 23 11 72 2.1 79 9.1 9.4 8.8 10.0 9.4 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1890 1890 - CR 234 4 9,821 30,925 69 Good 3 3 11397 1710 50 CR 234 Squaw Apple Road Turkey Trot Lane 3 Major Collector 1 Asphalt 28.0 1,276 198 4,168 58 58 76 63 Strng Good 27 16 63 3.8 76 8.6 9.1 8.9 10.0 9.3 10.0 9.8 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1890 1890 - CR 234 4 9,821 30,925 69 Good 3 3 11096 1720 10 CR 234 Turkey Trot Lane CR 225 3 Major Collector 1 Asphalt 28.0 3,448 536 11,264 58 69 82 67 Strng Good 25 17 67 2.6 82 8.6 8.7 9.2 10.0 9.3 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1900 1900 - CR 234 1 3,448 11,264 67 Good 3 3 11152 1730 10 CR 234 CR 225 CR 237 3 Major Collector 1 Asphalt 21.0 4,477 522 10,968 38 60 59 49 Mod Marginal 39 23 48 3.5 59 9.6 7.8 6.8 10.0 9.2 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1910 1910 - CR 234 1 4,477 10,968 48 Marginal 2 3 12166 1740 10 CR 234 CR 237 CR 237 + 2640 ft 3 Major Collector 1 Asphalt 22.0 2,640 323 6,776 21 55 51 37 Mod Poor 54 25 36 4.2 51 9.1 8.0 6.0 9.4 8.7 10.0 9.9 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1920 1920 - CR 234 4 10,371 31,482 47 Marginal 2 3 12167 1740 20 CR 234 CR 237 + 2640 ft CR 237 + 5280 ft 3 Major Collector 1 Asphalt 31.0 2,640 455 9,548 46 62 61 54 Mod Fair 34 20 54 3.3 61 8.5 8.7 8.0 10.0 10.0 10.0 9.5 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1920 1920 - CR 234 4 10,371 31,482 47 Marginal 2 3 11116 1740 30 CR 234 CR 237 + 5280 ft CR 237 + 7920 ft 3 Major Collector 1 Asphalt 26.0 2,640 381 8,008 58 67 34 54 Weak Fair 25 17 54 2.8 34 8.3 9.0 9.4 10.0 9.4 10.0 9.4 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1920 1920 - CR 234 4 10,371 31,482 47 Marginal 2 3 12168 1740 40 CR 234 CR 237 + 7920 ft CR 240 3 Major Collector 1 Asphalt 25.0 2,451 340 7,150 33 54 42 40 Weak Marginal 47 20 39 4.3 42 9.3 8.2 6.3 10.0 9.4 10.0 9.7 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1920 1920 - CR 234 4 10,371 31,482 47 Marginal 2 3 11877 1760 10 CR 240 Florida Road Ball Lane 1 Major Arterial 1 Asphalt 28.0 1,482 230 4,840 52 85 93 70 Strng V Good 28 21 70 1.7 93 8.0 8.3 10.0 10.0 9.3 10.0 9.6 9.0 9.3 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11876 1760 20 CR 240 Ball Lane Sunridge Lane 1 Major Arterial 1 Asphalt 28.0 399 62 1,303 59 88 79 71 Strng V Good 18 24 71 1.6 79 8.1 8.2 10.0 10.0 10.0 10.0 9.5 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11875 1760 30 CR 240 Sunridge Lane Rosetta Circle 1 Major Arterial 1 Asphalt 28.0 62 10 202 50 83 88 68 Strng Good 31 19 68 1.9 88 7.3 9.0 10.0 10.0 10.0 10.0 9.4 8.5 9.3 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11874 1760 40 CR 240 Rosetta Circle Brookstone Court 1 Major Arterial 1 Asphalt 28.0 259 40 846 55 87 86 71 Strng V Good 28 17 71 1.8 86 7.9 9.1 10.0 10.0 10.0 10.0 9.4 8.7 9.0 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11873 1760 50 CR 240 Brookstone Court Sandstone Drive 1 Major Arterial 1 Asphalt 28.0 564 88 1,844 57 76 67 64 Mod Good 21 22 64 2.4 67 8.8 8.2 9.4 10.0 9.7 10.0 9.8 8.8 9.7 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11872 1760 60 CR 240 Sandstone Drive Garret 1 Major Arterial 1 Asphalt 28.0 83 13 271 69 46 73 64 Mod Good 9 22 64 5.4 73 10.0 8.1 9.1 10.0 10.0 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11871 1760 70 CR 240 Garret Timberline Drive 1 Major Arterial 1 Asphalt 28.0 294 46 961 56 66 75 63 Strng Good 23 22 63 3.0 75 10.0 8.1 8.5 10.0 9.9 10.0 10.0 8.8 9.1 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11870 1760 80 CR 240 Timberline Drive Elkridge Lane 1 Major Arterial 1 Asphalt 28.0 114 18 371 53 62 74 60 Mod Good 15 32 59 3.8 74 10.0 6.9 8.5 10.0 10.0 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11869 1760 90 CR 240 Elkridge Lane Whippoorwill Drive 1 Major Arterial 1 Asphalt 28.0 388 60 1,267 64 74 62 66 Mod Good 12 24 66 2.2 62 10.0 7.7 8.9 10.0 9.8 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11868 1760 100 CR 240 Whippoorwill Drive Wildwood Lane 1 Major Arterial 1 Asphalt 28.0 2,104 327 6,872 63 77 76 70 Strng V Good 20 17 70 2.1 76 9.1 8.4 9.0 10.0 9.5 10.0 9.9 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1930 1930 - CR 240 10 5,748 18,777 69 Good 3 1 11987 1760 110 CR 240 Wildwood Lane Chelsey Lane 1 Major Arterial 1 Asphalt 28.0 1,046 163 3,416 44 81 77 61 Strng Good 35 21 61 1.8 77 8.7 8.2 7.8 10.0 9.9 10.0 9.5 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1940 1940 - CR 240 5 4,087 13,350 68 Good 3 1 11710 1760 120 CR 240 Chelsey Lane Ute Pass West 1 Major Arterial 1 Asphalt 28.0 1,650 257 5,391 54 81 90 70 Strng V Good 24 22 70 1.8 90 9.5 7.9 8.1 10.0 10.0 10.0 9.5 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 1940 1940 - CR 240 5 4,087 13,350 68 Good 3 1 11709 1760 130 CR 240 Ute Pass West Ute Pass Road 1 Major Arterial 1 Asphalt 28.0 859 134 2,806 41 91 83 64 Strng Good 38 21 64 1.4 83 8.6 8.1 7.5 10.0 10.0 10.0 9.8 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1940 1940 - CR 240 5 4,087 13,350 68 Good 3 1 11708 1760 140 CR 240 Ute Pass Road Durango Cliffs Drive 1 Major Arterial 1 Asphalt 28.0 263 41 859 57 97 96 77 Strng V Good 16 27 77 1.2 96 10.0 7.3 8.4 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 1940 1940 - CR 240 5 4,087 13,350 68 Good 3 1 11707 1760 150 CR 240 Durango Cliffs Drive Baby Bear Road 1 Major Arterial 1 Asphalt 28.0 269 42 878 71 100 79 80 Strng V Good 11 18 80 0.9 79 10.0 8.5 8.9 10.0 10.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1940 1940 - CR 240 5 4,087 13,350 68 Good 3 1 11706 1760 160 CR 240 Baby Bear Road Whistling Horse Trail 1 Major Arterial 1 Asphalt 28.0 2,011 313 6,569 70 97 87 81 Strng V Good 14 16 81 1.1 87 9.1 8.7 9.7 10.0 9.5 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1950 1950 - CR 240 2 5,457 17,826 75 V Good 3 1 11705 1760 170 CR 240 Whistling Horse Trail Copper Belle South 1 Major Arterial 1 Asphalt 28.0 3,446 536 11,257 59 81 86 71 Strng V Good 18 23 71 1.9 86 8.6 7.9 9.8 10.0 9.5 10.0 9.8 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1950 1950 - CR 240 2 5,457 17,826 75 V Good 3 1 11704 1760 180 CR 240 Copper Belle South Highlands Boulevard 1 Major Arterial 1 Asphalt 38.0 1,254 265 5,561 57 100 88 76 Strng V Good 23 19 76 0.9 88 9.4 8.7 8.3 10.0 10.0 10.0 9.1 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1960 1960 - CR 240 5 6,460 27,197 77 V Good 3 1 11703 1760 190 CR 240 Highlands Boulevard Silver Queen South 1 Major Arterial 1 Asphalt 34.0 1,452 274 5,759 64 100 87 79 Strng V Good 18 18 79 0.9 87 10.0 8.6 8.3 10.0 10.0 10.0 9.6 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1960 1960 - CR 240 5 6,460 27,197 77 V Good 3 1 11702 1760 200 CR 240 Silver Queen South Silver Queen South + 1165 ft 1 Major Arterial 1 Asphalt 38.0 1,165 246 5,164 66 85 86 76 Strng V Good 20 14 76 1.6 86 9.0 8.9 9.2 10.0 9.4 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1960 1960 - CR 240 5 6,460 27,197 77 V Good 3 1 11700 1760 220 CR 240 Edgemont Highlands Drive CR 234 1 Major Arterial 1 Asphalt 34.0 2,114 399 8,386 68 78 90 76 Strng V Good 11 21 76 2.0 90 10.0 8.4 9.0 10.0 9.8 10.0 9.7 8.9 9.9 Zone 1 10 1,171,765 66 6 62 1 1960 1960 - CR 240 5 6,460 27,197 77 V Good 3 1 12043 1760 230 CR 240 CR 234 CR 249 2 Minor Arterial 1 Asphalt 42.0 475 111 2,327 73 66 93 76 Strng V Good 5 22 76 3.0 93 10.0 8.2 9.5 10.0 10.0 10.0 9.8 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1960 1960 - CR 240 5 6,460 27,197 77 V Good 3 1 11940 1770 10 CR 240 CR 249 Lupine Circle 2 Minor Arterial 1 Asphalt 35.0 771 150 3,149 71 71 92 76 Strng V Good 3 25 76 2.5 92 10.0 8.0 9.8 10.0 9.8 10.0 9.4 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 1970 1970 - CR 240 2 1,026 3,982 76 V Good 3 2 11939 1770 20 CR 240 Lupine Circle CR 249 2 Minor Arterial 1 Asphalt 28.0 255 40 833 69 77 83 75 Strng V Good 9 22 75 2.1 83 10.0 8.4 9.2 10.0 9.8 10.0 9.1 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 1970 1970 - CR 240 2 1,026 3,982 76 V Good 3 2 11136 1770 30 CR 240 CR 249 CR 248 2 Minor Arterial 1 Asphalt 28.0 2,522 392 8,237 26 65 76 48 Strng Marginal 47 27 47 3.0 76 9.0 7.8 6.8 10.0 9.0 10.0 9.4 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1980 1980 - CR 240 3 5,672 17,425 47 Marginal 3 2 11405 1770 40 CR 240 CR 248 Taylor Ranch Road 2 Minor Arterial 1 Asphalt 25.0 510 71 1,488 49 56 79 58 Strng Fair 26 25 58 4.2 79 10.0 7.6 7.8 10.0 9.2 10.0 9.7 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 1980 1980 - CR 240 3 5,672 17,425 47 Marginal 3 2 12249 1770 50 CR 240 Taylor Ranch Road Taylor Ranch Road + 2640 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 21 58 79 45 Strng Marginal 54 24 44 3.9 79 9.0 7.5 6.0 10.0 9.0 10.0 9.8 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 1980 1980 - CR 240 3 5,672 17,425 47 Marginal 3 2 11248 1770 60 CR 240 Taylor Ranch Road + 2640 ft Taylor Ranch Road + 5280 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 46 71 72 59 Mod Fair 33 20 59 2.5 72 10.0 8.5 7.1 10.0 9.3 10.0 9.2 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 1990 1990 - CR 240 3 7,116 20,755 59 Fair 3 2 12250 1770 70 CR 240 Taylor Ranch Road + 5280 ft CR 240a 2 Minor Arterial 1 Asphalt 25.0 1,237 172 3,609 34 55 79 51 Strng Fair 40 26 50 4.0 79 10.0 8.2 6.0 10.0 10.0 10.0 9.1 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 1990 1990 - CR 240 3 7,116 20,755 59 Fair 3 2 11299 1770 80 CR 240 CR 240a CR 247 2 Minor Arterial 1 Asphalt 25.0 3,239 450 9,446 43 80 87 63 Strng Good 36 20 63 1.9 87 9.6 8.7 7.0 10.0 9.5 10.0 9.2 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 1990 1990 - CR 240 3 7,116 20,755 59 Fair 3 2 11196 1770 90 CR 240 CR 247 CR 246 2 Minor Arterial 1 Asphalt 25.0 2,412 335 7,035 43 78 79 61 Strng Good 43 14 61 2.1 79 9.5 8.8 6.5 10.0 9.5 10.0 9.7 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2000 2000 - CR 240 4 10,332 30,135 56 Fair 3 2 1



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2159 1770 100 CR 240 CR 246 CR 246 + 2640 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 34 66 78 53 Strng Fair 50 16 53 2.9 78 8.3 8.7 6.9 10.0 9.4 10.0 9.6 9.4 9.9 Zone 1 10 1,171,765 66 6 62 1 2000 2000 - CR 240 4 10,332 30,135 56 Fair 3 2 12160 1770 110 CR 240 CR 246 + 2640 ft CR 246 + 5280 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 51 76 88 66 Strng Good 27 22 66 2.1 88 10.0 8.6 7.3 10.0 10.0 10.0 9.2 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2000 2000 - CR 240 4 10,332 30,135 56 Fair 3 2 12161 1770 120 CR 240 CR 246 + 5280 ft CR 246 + 7920 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 27 64 61 45 Mod Marginal 48 25 44 3.1 61 8.6 7.8 6.9 10.0 9.1 10.0 9.4 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2000 2000 - CR 240 4 10,332 30,135 56 Fair 3 2 11195 1770 130 CR 240 CR 246 + 7920 ft CR 245 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 13 66 78 42 Strng Marginal 66 22 41 3.0 78 8.6 7.8 5.4 10.0 8.6 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2010 2010 - CR 240 3 5,428 15,997 39 Poor 2 2 12162 1770 140 CR 240 CR 246 CR 245 2 Minor Arterial 1 Asphalt 38.0 110 23 488 33 73 49 47 Mod Marginal 34 33 46 2.4 49 10.0 6.6 6.9 10.0 9.4 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2010 2010 - CR 240 3 5,428 15,997 39 Poor 2 2 11135 1770 150 CR 240 CR 245 High Trails Drive 2 Minor Arterial 1 Asphalt 25.0 2,678 372 7,809 15 54 66 38 Mod Poor 57 29 37 4.5 66 9.4 7.4 5.3 10.0 9.2 10.0 10.0 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2010 2010 - CR 240 3 5,428 15,997 39 Poor 2 2 11410 1770 160 CR 240 High Trails Drive El Gato Place 3 Major Collector 1 Asphalt 25.0 1,567 218 4,570 100 94 89 96 Strng Excellent 0 0 95 1.2 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2020 2020 - CR 240 2 3,505 10,223 95 Excellent 3 3 11409 1770 170 CR 240 El Gato Place W Los Ranchitos Drive 3 Major Collector 1 Asphalt 25.0 1,938 269 5,653 100 94 89 96 Strng Excellent 0 0 95 1.2 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2020 2020 - CR 240 2 3,505 10,223 95 Excellent 3 3 11408 1770 180 CR 240 W Los Ranchitos Drive Los Ranchitos Drive 3 Major Collector 1 Asphalt 25.0 952 132 2,775 19 60 79 44 Strng Marginal 56 25 43 3.6 79 8.3 7.5 6.3 10.0 9.3 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2030 2030 - CR 240 4 5,819 16,972 45 Marginal 2 3 11407 1770 190 CR 240 Los Ranchitos Drive El Gato Place 3 Major Collector 1 Asphalt 25.0 440 61 1,284 37 64 73 53 Mod Fair 37 26 53 3.2 73 8.6 7.4 8.2 10.0 8.9 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2030 2030 - CR 240 4 5,819 16,972 45 Marginal 2 3 11406 1770 200 CR 240 El Gato Place Trew Creek Drive 3 Major Collector 1 Asphalt 25.0 1,477 205 4,307 19 61 79 44 Strng Marginal 57 24 43 3.6 79 8.3 7.8 6.3 10.0 9.2 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2030 2030 - CR 240 4 5,819 16,972 45 Marginal 2 3 11249 1770 210 CR 240 Trew Creek Drive CR 243 3 Major Collector 1 Asphalt 25.0 2,951 410 8,606 33 64 58 47 Mod Marginal 43 24 46 3.4 58 9.3 7.8 6.9 10.0 8.9 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2030 2030 - CR 240 4 5,819 16,972 45 Marginal 2 3 11793 1780 10 CR 240 CR 501 Enchanted Forest Drive 3 Major Collector 1 Asphalt 25.0 2,817 391 8,217 85 67 82 80 Strng V Good 8 7 80 2.9 82 9.2 10.0 10.0 10.0 10.0 10.0 9.5 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2040 2040 - CR 240 3 6,331 18,465 76 V Good 3 3 11792 1780 20 CR 240 Enchanted Forest Drive Enchanted Forest Drive 3 Major Collector 1 Asphalt 25.0 1,997 277 5,825 82 64 79 77 Strng V Good 9 10 77 3.2 79 9.1 10.0 10.0 10.0 10.0 10.0 8.9 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2040 2040 - CR 240 3 6,331 18,465 76 V Good 3 3 11791 1780 30 CR 240 Enchanted Forest Drive Skyline Drive 3 Major Collector 1 Asphalt 25.0 1,517 211 4,423 68 63 70 67 Mod Good 22 10 67 3.4 70 7.7 9.7 10.0 10.0 10.0 10.0 9.7 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2040 2040 - CR 240 3 6,331 18,465 76 V Good 3 3 11790 1780 40 CR 240 Skyline Drive Groves Drive 3 Major Collector 1 Asphalt 25.0 4,761 661 13,886 79 62 76 74 Strng V Good 15 6 74 3.4 76 8.4 10.0 10.0 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2050 2050 - CR 240 2 8,457 24,665 73 V Good 3 3 11134 1780 50 CR 240 Groves Drive CR 243 3 Major Collector 1 Asphalt 25.0 3,696 513 10,779 80 59 70 72 Mod V Good 11 9 72 3.7 70 8.8 9.6 10.0 10.0 10.0 10.0 9.8 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2050 2050 - CR 240 2 8,457 24,665 73 V Good 3 3 11023 1800 10 CR 240a SW END CR 240 5 Local 1 Asphalt 22.0 2,254 275 5,785 71 59 61 66 Mod Good 18 11 66 3.6 61 9.5 9.2 9.1 10.0 9.1 9.9 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2060 2060 - CR 240a 1 2,254 5,785 66 Good 2 5 11153 1810 10 CR 243 CR 240 Private Road 5 Local 1 Asphalt 25.0 4,728 657 13,791 87 68 82 81 Strng V Good 2 12 81 3.1 82 10.0 9.5 10.0 10.0 9.7 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2070 2070 - CR 243 2 8,735 25,478 83 V Good 3 5 11396 1810 20 CR 243 Private Road Private Road + 4007 ft 5 Local 1 Asphalt 25.0 4,007 557 11,687 93 77 79 86 Strng Excellent 0 7 86 3.6 79 10.0 10.0 10.0 10.0 10.0 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2070 2070 - CR 243 2 8,735 25,478 83 V Good 3 5 11250 1820 10 CR 245 CR 240 EOP South 5 Local 1 Asphalt 25.0 865 120 2,523 81 57 76 74 Strng V Good 18 1 74 4.4 76 9.3 10.0 8.9 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2080 2080 - CR 245 1 865 2,523 74 V Good 3 5 11266 1830 10 CR 249 CR 240 EOP 5 Local 1 Asphalt 25.0 830 115 2,421 40 48 36 41 Weak Marginal 48 12 40 5.1 36 8.3 8.6 7.6 10.0 9.4 10.0 10.0 9.9 9.5 Zone 1 10 1,171,765 66 6 62 1 2090 2090 - CR 249 1 830 2,421 40 Marginal 1 5 11957 1840 10 CR 250 Florida Road Melissa Lane 1 Major Arterial 1 Asphalt 40.0 573 127 2,674 75 61 52 66 Mod Good 19 7 66 3.6 52 8.3 9.3 10.0 10.0 10.0 9.6 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2110 2110 - CR 250 + Others 4 2,460 8,575 75 V Good 3 2 11956 1840 20 CR 250 Melissa Lane Metz lane 1 Major Arterial 1 Asphalt 34.0 378 71 1,498 98 84 80 90 Strng Excellent 2 1 90 2.3 80 10.0 9.9 10.0 10.0 9.6 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2110 2110 - CR 250 + Others 4 2,460 8,575 75 V Good 3 2 11199 1850 10 CR 250 Metz lane Metz lane + 1350 ft 2 Minor Arterial 1 Asphalt 25.0 1,350 188 3,939 77 62 82 75 Strng V Good 15 8 75 3.3 82 10.0 9.1 8.7 10.0 9.6 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2110 2110 - CR 250 + Others 4 2,460 8,575 75 V Good 3 2 11348 1850 20 CR 250 Metz lane + 1350 ft CR 254 2 Minor Arterial 1 Asphalt 25.0 159 22 464 87 78 95 87 Strng Excellent 0 13 87 2.1 95 10.0 8.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2110 2110 - CR 250 + Others 4 2,460 8,575 75 V Good 3 2 11139 1850 30 CR 250 CR 254 Hidden Falls Lane 4 Minor Collector 1 Asphalt 25.0 3,375 469 9,844 56 75 80 67 Strng Good 29 15 67 2.2 80 10.0 8.7 7.3 10.0 9.6 10.0 9.7 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2120 2120 - CR 250 2 6,015 16,620 56 Fair 2 4 12088 1850 40 CR 250 Hidden Falls Lane Hidden Falls Lane + 2640 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 36 62 29 41 Weak Marginal 52 12 40 3.2 29 9.2 9.1 5.9 10.0 9.3 10.0 9.7 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2120 2120 - CR 250 2 6,015 16,620 56 Fair 2 4 12089 1850 50 CR 250 Hidden Falls Lane + 2640 ft Hidden Falls Lane + 5280 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 14 47 74 37 Mod Poor 65 21 36 5.4 74 8.6 8.7 5.4 10.0 9.0 10.0 9.4 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2130 2130 - CR 250 2 5,280 13,552 36 Poor 3 4 12090 1850 60 CR 250 Hidden Falls Lane + 5280 ft Hidden Falls Lane + 7920 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 8 44 79 35 Strng Poor 72 20 35 6.3 79 7.9 8.5 5.3 10.0 8.7 10.0 9.1 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2130 2130 - CR 250 2 5,280 13,552 36 Poor 3 4 12091 1850 70 CR 250 Hidden Falls Lane + 7920 ft Hidden Falls Lane + 10560 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 31 59 79 50 Strng Fair 55 13 49 3.7 79 9.2 8.8 5.6 10.0 9.1 10.0 9.7 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2140 2140 - CR 250 2 5,280 13,552 44 Marginal 3 4 12092 1850 80 CR 250 Hidden Falls Lane + 10560 ft Hidden Falls Lane + 13200 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 16 51 78 40 Strng Marginal 67 17 39 5.0 78 8.7 9.0 5.2 10.0 8.6 10.0 9.3 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2140 2140 - CR 250 2 5,280 13,552 44 Marginal 3 4 12093 1850 90 CR 250 Hidden Falls Lane + 13200 ft Hidden Falls Lane + 15840 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 14 46 89 41 Strng Marginal 66 20 40 5.6 89 8.5 8.3 5.4 10.0 8.7 10.0 9.3 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2150 2150 - CR 250 2 5,280 13,552 39 Poor 3 4 12094 1850 100 CR 250 Hidden Falls Lane + 15840 ft Hidden Falls Lane + 18480 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 14 50 79 39 Strng Poor 68 18 38 4.9 79 8.3 8.5 5.2 10.0 9.3 10.0 9.5 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2150 2150 - CR 250 2 5,280 13,552 39 Poor 3 4 12095 1850 110 CR 250 Hidden Falls Lane + 18480 ft Hidden Falls Lane + 21120 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 22 60 79 46 Strng Marginal 54 24 45 3.7 79 9.7 8.2 5.9 10.0 9.3 9.0 9.5 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2160 2160 - CR 250 2 5,280 13,552 41 Marginal 3 4 12096 1850 120 CR 250 Hidden Falls Lane + 21120 ft Hidden Falls Lane + 23760 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 15 47 76 38 Strng Poor 64 21 37 5.6 76 9.0 8.7 5.2 10.0 9.3 9.9 9.3 8.6 9.7 Zone 1 10 1,171,765 66 6 62 1 2160 2160 - CR 250 2 5,280 13,552 41 Marginal 3 4 11403 1850 130 CR 250 Hidden Falls Lane + 23760 ft Hidden Falls Lane + 26400 ft 4 Minor Collector 1 Asphalt 22.0 2,640 323 6,776 22 49 77 42 Strng Marginal 57 21 41 5.0 77 8.3 8.7 6.1 10.0 9.4 10.0 9.3 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2170 2170 - CR 250 2 4,835 12,409 37 Poor 3 4 12097 1850 140 CR 250 Hidden Falls Lane + 26400 ft CR 252 4 Minor Collector 1 Asphalt 22.0 2,195 268 5,633 11 37 69 32 Mod Poor 66 23 32 7.7 69 7.9 8.8 5.9 10.0 8.8 10.0 9.4 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2170 2170 - CR 250 2 4,835 12,409 37 Poor 3 4 12261 1860 10 CR 250 CR 252 CR 252 + 2640 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 77 80 90 81 Strng V Good 7 16 81 1.9 90 10.0 8.9 9.4 10.0 9.9 9.9 9.5 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2180 2180 - CR 250 2 5,280 15,400 80 V Good 3 4 11198 1860 20 CR 250 CR 252 + 2640 ft CR 252 + 5280 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 73 83 89 79 Strng V Good 10 17 79 1.7 89 9.5 8.4 9.8 10.0 9.2 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2180 2180 - CR 250 2 5,280 15,400 80 V Good 3 4 12262 1860 30 CR 250 CR 252 + 5280 ft Silver Trail 4 Minor Collector 1 Asphalt 25.0 847 118 2,471 71 97 89 82 Strng V Good 13 16 82 1.1 89 10.0 8.2 8.7 10.0 10.0 10.0 10.0 9.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2190 2190 - CR 250 3 5,764 16,811 83 V Good 3 4 11352 1860 40 CR 250 Silver Trail Redcliff Lane 4 Minor Collector 1 Asphalt 25.0 4,137 575 12,068 77 90 92 84 Strng V Good 6 18 84 1.4 92 10.0 8.4 9.4 10.0 10.0 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2190 2190 - CR 250 3 5,764 16,811 83 V Good 3 4 11351 1860 50 CR 250 Redcliff Lane Burnett Haul Road 4 Minor Collector 1 Asphalt 25.0 779 108 2,272 76 86 89 82 Strng V Good 11 13 82 1.5 89 10.0 8.9 8.9 10.0 10.0 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2190 2190 - CR 250 3 5,764 16,811 83 V Good 3 4 12179 1860 60 CR 250 Burnett Haul Road Burnett Haul Road + 2640 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 79 80 82 80 Strng V Good 5 15 80 1.8 82 10.0 8.6 9.5 10.0 10.0 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2200 2200 - CR 250 2 5,280 15,400 77 V Good 3 4 11350 1860 70 CR 250 Burnett Haul Road + 2640 ft Burnett Haul Road + 5280 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 62 85 88 74 Strng V Good 21 17 74 1.6 88 10.0 8.4 8.4 10.0 8.8 10.0 9.9 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2200 2200 - CR 250 2 5,280 15,400 77 V Good 3 4 12180 1860 80 CR 250 Burnett Haul Road + 5280 ft CR 253 4 Minor Collector 1 Asphalt 25.0 240 33 700 60 85 79 71 Strng V Good 16 24 71 1.7 79 10.0 8.2 8.4 10.0 10.0 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2210 2210 - CR 250 3 5,764 16,810 63 Good 3 5 11197 1860 90 CR 250 CR 253 Coon Creek Lane 5 Local 1 Asphalt 25.0 1,102 153 3,215 57 63 50 57 Mod Fair 19 24 56 3.3 50 10.0 8.1 8.2 10.0 9.8 10.0 9.7 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2210 2210 - CR 250 3 5,764 16,810 63 Good 3 5 11132 1860 100 CR 250 Coon Creek Lane Elkhorn Mountain Road 5 Local 1 Asphalt 25.0 4,421 614 12,895 56 67 77 64 Strng Good 20 23 64 3.0 77 9.8 8.4 8.7 10.0 9.4 9.7 10.0 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2210 2210 - CR 250 3 5,764 16,810 63 Good 3 5 11886 1860 110 CR 250 Elkhorn Mountain Road Colley Lane 5 Local 1 Asphalt 25.0 5,128 712 14,957 62 65 88 69 Strng Good 15 23 69 3.2 88 10.0 8.7 8.6 10.0 10.0 9.9 10.0 7.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2220 2220 - CR 250 1 5,128 14,957 69 Good 3 5 11885 1860 120 CR 250 Colley Lane Celadon Drive 5 Local 1 Asphalt 25.0 4,206 584 12,268 64 69 85 71 Strng V Good 14 22 71 2.6 85 10.0 8.8 8.7 10.0 9.8 10.0 9.5 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2230 2230 - CR 250 + Others 4 9,506 27,726 67 Good 3 5 11349 1860 130 CR 250 Celadon Drive Academy Dr 5 Local 1 Asphalt 25.0 4,332 602 12,636 54 58 89 64 Strng Good 29 17 64 3.6 89 9.7 8.8 7.4 10.0 9.8 10.0 9.9 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2230 2230 - CR 250 + Others 4 9,506 27,726 67 Good 3 5 11977 1870 10 CR 250 Academy Dr Academy Dr + 519 ft 5 Local 1 Asphalt 25.0 519 72 1,513 60 46 89 64 Strng Good 20 20 64 5.6 89 10.0 8.3 8.5 10.0 8.9 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2230 2230 - CR 250 + Others 4 9,506 27,726 67 Good 3 5 11131 1870 20 CR 250 Academy Dr + 519 ft Hwy 550 5 Local 1 Asphalt 25.0 449 62 1,309 50 33 79 53 Strng Fair 31 19 53 8.2 79 10.0 8.3 7.0 10.0 9.6 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2230 2230 - CR 250 + Others 4 9,506 27,726 67 Good 3 5 12147 1890 10 CR 250C Academy Dr Academy Dr + 2640 ft 5 Local 1 Asphalt 22.0 2,640 323 6,776 77 77 78 77 Strng V Good 12 11 77 2.0 78 9.7 9.6 9.4 10.0 9.3 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2250 2250 - CR 250C 2 5,280 13,244 76 V Good 3 5 12148 1890 20 CR 250C Academy Dr + 2640 ft Academy Dr + 5280 ft 5 Local 1 Asphalt 21.0 2,640 308 6,468 71 77 79 74 Strng V Good 12 18 74 2.1 79 9.0 9.4 9.8 10.0 9.9 10.0 10.0 7.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2250 2250 - CR 250C 2 5,280 13,244 76 V Good 3 5 12149 1890 30 CR 250C Academy Dr + 5280 ft Academy Dr + 7920 ft 5 Local 1 Asphalt 23.0 2,640 337 7,084 72 72 78 74 Strng V Good 20 8 74 2.4 78 9.0 9.6 9.0 10.0 9.8 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2260 2260 - CR 250C 2 5,280 14,168 71 V Good 3 5 11805 1890 40 CR 250C Academy Dr + 7920 ft Academy Dr + 10560 ft 5 Local 1 Asphalt 23.0 2,640 337 7,084 63 72 73 68 Mod Good 29 8 68 2.4 73 9.5 9.7 7.6 10.0 10.0 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2260 2260 - CR 250C 2 5,280 14,168 71 V Good 3 5 12150 1890 50 CR 250C Academy Dr + 10560 ft Durango Silverton Narrow Gauge Rr 5 Local 1 Asphalt 23.0 834 107 2,238 86 69 73 78 Mod V Good 1 13 78 2.8 73 10.0 9.6 10.0 10.0 9.8 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2270 2270 - CR 250C 2 3,731 11,026 76 V Good 2 5 11140 1890 60 CR 250C Hwy 550 Durango Silverton Narrow Gauge Rr 5 Local 1 Asphalt 26.0 2,897 418 8,788 80 70 74 76 Mod V Good 9 11 76 2.6 74 9.8 9.5 9.5 10.0 9.7 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2270 2270 - CR 250C 2 3,731 11,026 76 V Good 2 5 11699 1900 10 CR 251 Holly Ave E Animas Village Drive 5 Local 1 Asphalt 31.0 1,823 314 6,595 8 52 78 37 Strng Poor 66 25 36 4.4 78 8.7 7.9 5.1 10.0 9.0 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2280 2280 - CR 251 2 2,780 9,384 38 Poor 3 5 12044 1900 20 CR 251 E Animas Village Drive Metz lane 5 Local 1 Asphalt 25.0 956 133 2,789 30 44 74 44 Mod Marginal 47 23 43 5.9 74 8.6 8.3 7.2 10.0 9.2 10.0 10.0 8.3 9.8 Zone 1 10 1,171,765 66 6 62 1 2280 2280 - CR 251 2 2,780 9,384 38 Poor 3 5 11233 1920 10 CR 252 CR 203 Hwy 550 5 Local 1 Asphalt 25.0 464 65 1,355 64 46 64 60 Mod Good 20 15 59 5.7 64 10.0 8.2 8.2 10.0 9.4 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2310 2310 - CR 252 + Others 3 1,119 4,867 76 V Good 3 3 11905 1930 10 CR 252 Hwy 550 Durango Silverton Narrow Gauge Rr 2 Minor Arterial 1 Asphalt 55.0 65 20 415 97 84 100 94 Strng Excellent 0 3 94 7.3 100 10.0 9.8 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2310 2310 - CR 252 + Others 3 1,119 4,867 76 V Good 3 3 11904 1940 10 CR 252 Durango Silverton Narrow Gauge Rr Trimble Crossing Drive 2 Minor Arterial 1 Asphalt 45.0 590 147 3,097 81 65 97 81 Strng V Good 10 10 81 3.0 97 9.3 8.9 9.7 10.0 9.9 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2310 2310 - CR 252 + Others 3 1,119 4,867 76 V Good 3 3 11903 1940 20 CR 252 Trimble Crossing Drive Horse Thief Lane 2 Minor Arterial 1 Asphalt 35.0 1,249 243 5,098 32 50 69 46 Mod Marginal 51 17 45 5.0 69 8.2 8.4 6.9 10.0 9.5 10.0 9.9 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2320 2320 - CR 252 3 4,169 13,617 43 Marginal 3 2 11314 1940 30 CR 252 Horse Thief Lane Dalton Golf 2 Minor Arterial 1 Asphalt 25.0 745 103 2,172 25 41 80 43 Strng Marginal 53 22 42 6.6 80 9.5 8.0 5.4 10.0 9.6 10.0 9.8 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2320 2320 - CR 252 3 4,169 13,617 43 Marginal 3 2 11200 1940 40 CR 252 Dalton Golf CR 250 2 Minor Arterial 1 Asphalt 25.0 2,176 302 6,347 27 43 76 43 Strng Marginal 53 20 42 5.9 76 8.8 8.5 6.1 10.0 9.4 10.0 9.9 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2320 2320 - CR 252 3 4,169 13,617 43 Marginal 3 2 11774 1950 10 CR 254 CR 250 Chinle Place 5 Local 1 Asphalt 24.0 337 45 943 94 80 79 87 Strng Excellent 4 2 87 7.5 79 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.6 9.5 Zone 1 10 1,171,765 66 6 62 1 2330 2330 - CR 254 3 929 2,781 81 V Good 2 5 11773 1950 20 CR 254 Chinle Place Entrada Circle 5 Local 1 Asphalt 29.0 355 57 1,200 89 70 71 80 Mod V Good 5 6 80 3.0 71 10.0 10.0 10.0 10.0 8.9 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2330 2330 - CR 254 3 929 2,781 81 V Good 2 5 12019 1950 30 CR 254 Entrada Circle Cutler Drive 5 Local 1 Asphalt 23.0 238 30 638 92 76 33 73 Weak V Good 0 7 73 3.4 33 10.0 10.0 10.0 10.0 10.0 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2330 2330 - CR 254 3 929 2,781 81 V Good 2 5 12169 1990 10 CR 301 CR 300 CR 300 + 2640 ft 5 Local 1 Asphalt 27.0 2,640 396 8,316 35 44 63 44 Mod Marginal 46 19 43 5.8 63 9.6 9.0 6.2 10.0 9.2 10.0 10.0 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2340 2340 - CR 301 2 5,280 15,708 49 Marginal 2 5 11157 1990 20 CR 301 CR 300 + 2640 ft CR 302 5 Local 1 Asphalt 24.0 2,640 352 7,392 48 49 73 55 Mod Fair 34 18 55 5.0 73 9.9 8.8 6.9 10.0 9.3 10.0 10.0 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2340 2340 - CR 301 2 5,280 15,708 49 Marginal 2 5 11158 2000 10 CR 302 Hwy 550 Entrada Del Sol 3 Major Collector 1 Asphalt 25.0 1,615 224 4,712 59 67 75 65 Strng Good 24 17 65 2.8 75 7.5 9.1 10.0 10.0 10.0 10.0 8.7 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2350 2350 - CR 302 5 10,584 30,342 73 V Good 2 3 11391 2000 20 CR 302 Entrada Del Sol Mesa Encantada 3 Major Collector 1 Asphalt 24.0 1,245 166 3,487 79 65 78 75 Strng V Good 8 13 75 3.1 78 9.2 9.9 10.0 10.0 10.0 10.0 8.9 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2350 2350 - CR 302 5 10,584 30,342 73 V Good 2 3 11390 2000 30 CR 302 Mesa Encantada Heart Lane 3 Major Collector 1 Asphalt 26.0 3,737 540 11,336 87 71 60 76 Mod V Good 0 13 76 2.6 60 10.0 10.0 10.0 10.0 9.9 10.0 8.7 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2350 2350 - CR 302 5 10,584 30,342 73 V Good 2 3 11389 2000 40 CR 302 Heart Lane Sun Mesa Lane 3 Major Collector 1 Asphalt 24.0 958 128 2,683 81 70 73 76 Mod V Good 11 8 76 2.6 73 8.9 9.9 10.0 10.0 10.0 10.0 8.6 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2350 2350 - CR 302 5 10,584 30,342 73 V Good 2 3 11388 2000 50 CR 302 Sun Mesa Lane CR 301 3 Major Collector 1 Asphalt 23.0 3,028 387 8,124 86 71 39 71 Weak V Good 2 12 71 2.4 39 9.8 9.7 10.0 10.0 10.0 10.0 9.2 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2350 2350 - CR 302 5 10,584 30,342 73 V Good 2 3 11283 2010 20 CR 302 CR 301 Rogers Lane 3 Major Collector 1 Asphalt 23.0 1,654 211 4,438 100 98 53 88 Mod Excellent 0 0 88 1.2 53 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2360 2360 - CR 302 + Others 7 10,422 30,449 88 Excellent 2 3 11282 2010 30 CR 302 Rogers Lane Aloo Gobi 3 Major Collector 1 Asphalt 23.0 1,386 177 3,718 100 96 50 86 Mod Excellent 0 1 86 1.2 50 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2360 2360 - CR 302 + Others 7 10,422 30,449 88 Excellent 2 3 11281 2010 40 CR 302 Aloo Gobi Aloo Gobi + 1507 ft 3 Major Collector 1 Asphalt 24.0 1,507 201 4,219 100 92 44 84 Weak V Good 0 0 84 1.3 44 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2360 2360 - CR 302 + Others 7 10,422 30,449 88 Excellent 2 3 11924 2010 50 CR 302 Aloo Gobi + 1507 ft Aloo Gobi + 1843 ft 3 Major Collector 1 Asphalt 31.0 336 58 1,216 100 100 78 94 Strng Excellent 0 0 94 1.0 78 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2360 2360 - CR 302 + Others 7 10,422 30,449 88 Excellent 2 3 11923 2010 60 CR 302 Aloo Gobi + 1843 ft CR 303 3 Major Collector 1 Asphalt 26.0 5,045 729 15,304 95 100 74 91 Mod Excellent 0 5 91 1.0 74 10.0 9.9 10.0 10.0 10.0 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2360 2360 - CR 302 + Others 7 10,422 30,449 88 Excellent 2 3 11947 2010 70 CR 302 CR 303 CR 304 3 Major Collector 1 Asphalt 34.0 3,922 741 15,558 99 100 62 90 Mod Excellent 0 1 90 1.0 62 10.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2370 2370 - CR 302 4 8,239 28,770 89 Excellent 2 3 11900 2010 80 CR 302 CR 304 CR 337 3 Major Collector 1 Asphalt 26.0 2,677 387 8,119 99 100 66 91 Mod Excellent 0 1 91 1.0 66 10.0 9.9 10.0 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2370 2370 - CR 302 4 8,239 28,770 89 Excellent 2 3 11965 2010 90 CR 302 CR 337 CR 337 + 1127 ft 3 Major Collector 1 Asphalt 26.0 1,127 163 3,418 97 96 26 79 Weak V Good 0 3 79 1.2 26 10.0 9.8 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2370 2370 - CR 302 4 8,239 28,770 89 Excellent 2 3 11901 2010 100 CR 302 CR 337 + 1127 ft Hwy 172 3 Major Collector 1 Asphalt 28.0 513 80 1,675 96 82 70 86 Mod Excellent 2 2 86 3.2 70 10.0 9.9 10.0 10.0 9.5 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2370 2370 - CR 302 4 8,239 28,770 89 Excellent 2 3 11257 2020 10 CR 302 Aloo Gobi + 1507 ft CR 305 5 Local 1 Asphalt 24.0 285 38 798 98 85 100 95 Strng Excellent 0 2 94 7.4 100 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2360 2360 - CR 302 + Others 7 10,422 30,449 88 Excellent 2 3 11059 2030 10 CR 302 CR 306 CR 306 + 209 ft 5 Local 1 Asphalt 31.0 209 36 756 51 43 34 45 Weak Marginal 32 17 44 6.2 34 10.0 8.2 6.8 10.0 10.0 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2360 2360 - CR 302 + Others 7 10,422 30,449 88 Excellent 2 3 11141 2050 10 CR 305 EOP South Private Oil Gas (GISID 6783) 5 Local 1 Asphalt 25.0 223 31 651 62 59 73 64 Mod Good 31 7 64 3.8 73 10.0 9.5 7.1 10.0 9.4 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2400 2400 - CR 305 2 3,645 11,829 83 V Good 3 4 11402 2050 20 CR 305 Private Oil Gas (GISID 6783) CR 306 4 Minor Collector 1 Asphalt 28.0 3,422 532 11,178 91 73 80 84 Strng V Good 6 3 84 2.5 80 9.7 9.9 9.7 10.0 10.0 10.0 10.0 9.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2400 2400 - CR 305 2 3,645 11,829 83 V Good 3 4 11159 2080 10 CR 307 South End Private Oil Gas (GISID 9676) 5 Local 1 Asphalt 25.0 2,683 373 7,826 84 70 55 73 Mod V Good 11 5 73 2.6 55 9.2 10.0 10.0 10.0 9.4 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2410 2410 - CR 307 3 6,231 18,174 71 V Good 3 5 11386 2080 20 CR 307 Private Oil Gas (GISID 9676) Private Oil Gas (GISID 9676) + 1411 ft 5 Local 1 Asphalt 25.0 1,411 196 4,115 79 86 76 80 Strng V Good 12 9 80 1.6 76 8.7 9.9 10.0 10.0 10.0 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2410 2410 - CR 307 3 6,231 18,174 71 V Good 3 5 11385 2080 30 CR 307 Private Oil Gas (GISID 9676) + 1411 ft Stan Page Road 5 Local 1 Asphalt 25.0 2,137 297 6,233 54 71 77 64 Strng Good 38 8 64 2.5 77 8.0 9.7 8.3 10.0 9.7 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2410 2410 - CR 307 3 6,231 18,174 71 V Good 3 5 11384 2080 40 CR 307 Stan Page Road CR 308 4 Minor Collector 1 Asphalt 25.0 4,541 631 13,246 48 69 64 57 Mod Fair 42 10 56 2.6 64 8.3 9.4 7.9 10.0 9.1 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2420 2420 - CR 307 2 7,353 21,448 60 Good 2 4 11202 2080 50 CR 307 CR 308 Cottonwood Lane 4 Minor Collector 1 Asphalt 25.0 2,812 391 8,202 67 70 63 67 Mod Good 23 10 67 2.8 63 9.1 9.9 8.7 10.0 9.7 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2420 2420 - CR 307 2 7,353 21,448 60 Good 2 4 11347 2080 60 CR 307 Cottonwood Lane La Plata View Drive 4 Minor Collector 1 Asphalt 25.0 1,113 155 3,247 67 63 85 71 Strng V Good 25 7 71 3.2 85 7.5 9.9 10.0 10.0 9.7 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2430 2430 - CR 307 4 7,838 22,861 67 Good 2 4 11346 2080 70 CR 307 La Plata View Drive La Plata View Drive + 4012 ft 4 Minor Collector 1 Asphalt 25.0 4,012 557 11,703 57 66 68 62 Mod Good 35 8 61 2.9 68 6.9 10.0 9.7 10.0 9.5 10.0 9.7 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2430 2430 - CR 307 4 7,838 22,861 67 Good 2 4 11345 2080 80 CR 307 La Plata View Drive + 4012 ft Sheets Lane 4 Minor Collector 1 Asphalt 25.0 1,169 162 3,410 65 72 66 67 Mod Good 27 8 67 2.3 66 8.8 9.9 8.6 10.0 9.7 10.0 9.9 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2430 2430 - CR 307 4 7,838 22,861 67 Good 2 4 11201 2080 90 CR 307 Sheets Lane Hwy 172 4 Minor Collector 1 Asphalt 25.0 1,543 214 4,501 85 68 86 81 Strng V Good 7 8 81 2.9 86 10.0 9.8 9.3 10.0 10.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2430 2430 - CR 307 4 7,838 22,861 67 Good 2 4 11056 2090 10 CR 309 / Airport Road Airport Terminal Road Airport Terminal Road + 4203 ft 2 Minor Arterial 1 Asphalt 38.0 4,203 887 18,634 62 63 74 65 Mod Good 23 15 65 3.2 74 9.3 8.6 8.8 10.0 9.1 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2440 2440 - CR 309 / Airport Road 2 4,351 19,359 65 Good 2 2 11535 2090 20 CR 309 / Airport Road Airport Terminal Road + 4203 ft Hwy 172 2 Minor Arterial 1 Asphalt 42.0 148 35 725 56 40 82 58 Strng Fair 31 13 58 7.1 82 10.0 8.8 6.9 10.0 10.0 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2440 2440 - CR 309 / Airport Road 2 4,351 19,359 65 Good 2 2 12256 2110 10 CR 309a South End South End + 1100 ft 4 Minor Collector 1 Asphalt 28.0 1,100 171 3,594 75 82 73 76 Mod V Good 9 16 76 1.8 73 10.0 8.8 9.1 10.0 10.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2450 2450 - CR 309a 3 6,380 20,226 68 Good 2 4 11996 2110 20 CR 309a South End + 1100 ft South End + 3740 ft 4 Minor Collector 1 Asphalt 24.0 2,640 352 7,392 67 77 63 69 Mod Good 17 16 69 2.1 63 9.8 8.8 8.5 10.0 9.8 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2450 2450 - CR 309a 3 6,380 20,226 68 Good 2 4 1



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2255 2110 30 CR 309a Airport Terminal Road Airport Terminal Road + 6380 ft 4 Minor Collector 1 Asphalt 30.0 2,640 440 9,240 54 66 77 63 Strng Good 34 12 63 3.0 77 9.4 8.9 7.5 10.0 9.3 10.0 10.0 9.4 9.9 Zone 1 10 1,171,765 66 6 62 1 2450 2450 - CR 309a 3 6,380 20,226 68 Good 2 4 11378 2130 10 CR 310 Rivers End Lane Hwy 550 2 Minor Arterial 1 Asphalt 34.0 322 61 1,276 88 69 100 86 Strng Excellent 0 12 86 4.3 100 10.0 9.1 10.0 10.0 10.0 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2460 2460 - CR 310 2 2,586 8,671 83 V Good 3 2 11162 2130 20 CR 310 Rivers End Lane Rivers End Lane 2 Minor Arterial 1 Asphalt 28.0 2,264 352 7,395 81 81 85 82 Strng V Good 7 11 82 1.8 85 10.0 9.5 9.5 10.0 9.5 10.0 9.4 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2460 2460 - CR 310 2 2,586 8,671 83 V Good 3 2 12189 2130 30 CR 310 Rivers End Lane Rivers End Lane + 2640 ft 2 Minor Arterial 1 Asphalt 28.0 2,640 411 8,624 75 81 94 81 Strng V Good 8 18 81 1.9 94 10.0 9.3 9.4 10.0 9.6 10.0 8.8 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2470 2470 - CR 310 3 5,930 19,372 79 V Good 3 2 11789 2130 40 CR 310 Rivers End Lane + 2640 ft Rivers End Lane + 5280 ft 2 Minor Arterial 1 Asphalt 28.0 2,640 411 8,624 76 82 75 77 Strng V Good 6 18 77 1.8 75 10.0 8.9 9.4 10.0 10.0 10.0 9.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2470 2470 - CR 310 3 5,930 19,372 79 V Good 3 2 12190 2130 50 CR 310 Rivers End Lane + 5280 ft Private Oil Gas (GISID 5376) 2 Minor Arterial 1 Asphalt 28.0 650 101 2,124 79 77 88 81 Strng V Good 7 14 81 2.1 88 10.0 8.7 9.3 10.0 10.0 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2470 2470 - CR 310 3 5,930 19,372 79 V Good 3 2 11788 2130 60 CR 310 Private Oil Gas (GISID 5376) Private Oil Gas (GISID 5376) + 3873 ft 2 Minor Arterial 1 Asphalt 28.0 3,873 602 12,652 80 80 79 80 Strng V Good 5 14 80 1.9 79 10.0 9.0 9.6 10.0 9.7 10.0 9.9 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2480 2480 - CR 310 2 6,620 21,624 81 V Good 3 2 11787 2130 70 CR 310 Private Oil Gas (GISID 5376) + 3873 ft Arkansas Lp 2 Minor Arterial 1 Asphalt 28.0 2,746 427 8,972 85 70 91 83 Strng V Good 3 12 83 2.6 91 10.0 9.4 9.8 10.0 9.8 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2480 2480 - CR 310 2 6,620 21,624 81 V Good 3 2 11786 2130 80 CR 310 Arkansas Lp Arkansas Lp + 67 ft 2 Minor Arterial 1 Asphalt 28.0 67 10 219 79 61 97 79 Strng V Good 6 16 79 3.5 97 10.0 8.1 9.4 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2490 2490 - CR 310 4 6,935 22,656 83 V Good 3 2 11785 2130 90 CR 310 Arkansas Lp + 67 ft Arkansas Lp + 1656 ft 2 Minor Arterial 1 Asphalt 28.0 1,589 247 5,189 84 68 89 81 Strng V Good 9 7 81 2.7 89 10.0 9.1 9.1 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2490 2490 - CR 310 4 6,935 22,656 83 V Good 3 2 12139 2130 100 CR 310 Arkansas Lp + 1656 ft Arkansas Lp + 4296 ft 2 Minor Arterial 1 Asphalt 28.0 2,640 411 8,624 81 81 87 83 Strng V Good 7 12 83 1.8 87 9.7 9.3 10.0 10.0 9.3 10.0 10.0 8.9 9.9 Zone 1 10 1,171,765 66 6 62 1 2490 2490 - CR 310 4 6,935 22,656 83 V Good 3 2 12140 2130 110 CR 310 Arkansas Lp + 4296 ft Arkansas Lp + 6936 ft 2 Minor Arterial 1 Asphalt 28.0 2,640 411 8,624 82 79 92 84 Strng V Good 7 11 84 1.9 92 10.0 9.2 9.3 10.0 9.9 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2490 2490 - CR 310 4 6,935 22,656 83 V Good 3 2 12141 2130 120 CR 310 Arkansas Lp + 6936 ft Arkansas Lp + 9576 ft 2 Minor Arterial 1 Asphalt 28.0 2,640 411 8,624 76 76 91 80 Strng V Good 10 14 80 2.2 91 10.0 9.0 9.4 10.0 9.1 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2500 2500 - CR 310 4 7,717 25,153 81 V Good 3 2 11784 2130 130 CR 310 Arkansas Lp + 9576 ft Arkansas Lp + 12216 ft 2 Minor Arterial 1 Asphalt 28.0 2,640 411 8,624 83 71 93 83 Strng V Good 8 10 83 2.5 93 9.7 9.7 9.7 10.0 9.7 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2500 2500 - CR 310 4 7,717 25,153 81 V Good 3 2 12142 2130 140 CR 310 Arkansas Lp + 12216 ft CR 318 2 Minor Arterial 1 Asphalt 28.0 2,283 355 7,457 80 68 87 79 Strng V Good 10 10 79 2.7 87 9.7 9.6 9.6 10.0 9.3 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2500 2500 - CR 310 4 7,717 25,153 81 V Good 3 2 12015 2130 150 CR 310 CR 318 CR 318 + 154 ft 2 Minor Arterial 1 Asphalt 25.0 154 21 448 92 74 94 88 Strng Excellent 2 6 88 6.1 94 10.0 10.0 10.0 10.0 9.5 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2500 2500 - CR 310 4 7,717 25,153 81 V Good 3 2 11163 2150 10 Cr 314 Sunset Circle (West) Sunset Circle (East) 5 Local 1 Asphalt 30.0 172 29 603 62 65 75 66 Strng Good 25 13 66 3.2 75 7.3 9.5 10.0 10.0 10.0 10.0 8.9 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2510 2510 - Cr 314 4 3,554 12,438 70 V Good 3 5 11377 2150 20 Cr 314 Sunset Circle (East) Northridge Drive 5 Local 1 Asphalt 30.0 554 92 1,938 62 63 77 66 Strng Good 27 11 66 3.2 77 7.2 9.2 10.0 10.0 10.0 10.0 9.2 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2510 2510 - Cr 314 4 3,554 12,438 70 V Good 3 5 11376 2150 30 Cr 314 Northridge Drive CR 316 5 Local 1 Asphalt 30.0 963 160 3,369 59 69 73 65 Mod Good 32 9 65 2.7 73 7.1 9.1 9.5 10.0 10.0 10.0 9.5 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2510 2510 - Cr 314 4 3,554 12,438 70 V Good 3 5 12009 2150 40 Cr 314 CR 316 Hwy 172 5 Local 1 Asphalt 30.0 1,865 311 6,528 78 66 77 75 Strng V Good 13 10 75 3.0 77 9.7 8.9 9.1 10.0 9.9 10.0 9.8 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2510 2510 - Cr 314 4 3,554 12,438 70 V Good 3 5 12214 2170 10 CR 318 CR 310 CR 310 + 2640 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 90 81 82 86 Strng Excellent 0 9 86 1.8 82 10.0 9.8 10.0 10.0 10.0 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2520 2520 - CR 318 4 8,110 23,654 84 V Good 3 2 12215 2170 20 CR 318 CR 310 + 2640 ft CR 310 + 5280 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 88 81 77 83 Strng V Good 3 8 83 1.8 77 10.0 9.7 10.0 10.0 9.2 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2520 2520 - CR 318 4 8,110 23,654 84 V Good 3 2 11164 2170 30 CR 318 CR 310 + 5280 ft CR 310 + 7920 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 90 73 80 83 Strng V Good 3 7 83 2.3 80 9.7 9.9 10.0 10.0 10.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2520 2520 - CR 318 4 8,110 23,654 84 V Good 3 2 12216 2170 40 CR 318 CR 310 + 7920 ft Private Oil Gas (GISID 9125) 2 Minor Arterial 1 Asphalt 25.0 190 26 554 92 78 90 88 Strng Excellent 0 8 88 2.0 90 10.0 10.0 10.0 10.0 10.0 10.0 9.9 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2520 2520 - CR 318 4 8,110 23,654 84 V Good 3 2 11375 2170 50 CR 318 Private Oil Gas (GISID 9125) Private Oil Gas (GISID 9125) + 4516 ft 2 Minor Arterial 1 Asphalt 25.0 4,516 627 13,171 84 73 90 83 Strng V Good 5 10 83 2.3 90 9.8 9.6 9.7 10.0 10.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2530 2530 - CR 318 2 8,923 26,026 83 V Good 3 2 11374 2170 60 CR 318 Private Oil Gas (GISID 9125) + 4516 ft CR 309a 2 Minor Arterial 1 Asphalt 25.0 4,408 612 12,855 86 74 82 82 Strng V Good 2 11 82 2.2 82 10.0 9.5 9.8 10.0 10.0 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2530 2530 - CR 318 2 8,923 26,026 83 V Good 3 2 12191 2180 10 CR 318 CR 309a CR 309a + 2640 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 73 69 65 70 Mod V Good 13 14 70 2.7 65 9.7 8.7 9.3 10.0 9.3 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2540 2540 - CR 318 3 6,016 17,545 74 V Good 2 2 11165 2180 20 CR 318 CR 309a + 2640 ft CR 309a + 5280 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 80 76 68 76 Mod V Good 9 11 76 2.1 68 9.5 9.1 9.8 10.0 9.5 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2540 2540 - CR 318 3 6,016 17,545 74 V Good 2 2 12192 2180 30 CR 318 CR 309a + 5280 ft CR 311 2 Minor Arterial 1 Asphalt 25.0 736 102 2,145 73 81 94 80 Strng V Good 9 19 80 1.8 94 10.0 8.2 9.1 10.0 10.0 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2540 2540 - CR 318 3 6,016 17,545 74 V Good 2 2 11050 2190 10 CR 318 CR 311 Calle Brazo 2 Minor Arterial 1 Asphalt 25.0 2,792 388 8,142 36 58 23 38 Weak Poor 42 22 37 3.8 23 8.8 7.8 7.3 10.0 9.3 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2550 2550 - CR 318 3 7,868 22,947 43 Marginal 1 2 11551 2190 20 CR 318 Calle Brazo Jaques Drive 2 Minor Arterial 1 Asphalt 25.0 2,436 338 7,105 38 61 24 40 Weak Marginal 41 20 39 3.3 24 8.9 8.1 7.2 10.0 9.4 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2550 2550 - CR 318 3 7,868 22,947 43 Marginal 1 2 12171 2190 30 CR 318 Jaques Drive Jaques Drive + 2640 ft 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 52 71 36 53 Weak Fair 34 14 53 2.5 36 8.3 8.7 8.5 10.0 9.3 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2550 2550 - CR 318 3 7,868 22,947 43 Marginal 1 2 11550 2190 40 CR 318 Jaques Drive + 2640 ft Private Oil Gas (GISID 9704) 2 Minor Arterial 1 Asphalt 25.0 2,640 367 7,700 95 100 67 89 Mod Excellent 0 5 89 1.1 67 10.0 9.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2560 2560 - CR 318 5 13,532 39,470 89 Excellent 2 2 11549 2190 60 CR 318 Private Oil Gas (GISID 9704) Private Oil Gas (GISID 8669) 2 Minor Arterial 1 Asphalt 25.0 2,700 375 7,874 95 97 53 85 Mod Excellent 1 4 85 1.1 53 10.0 9.5 10.0 10.0 9.7 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2560 2560 - CR 318 5 13,532 39,470 89 Excellent 2 2 11548 2190 70 CR 318 Private Oil Gas (GISID 8669) Private Oil Gas (GISID 5339) 2 Minor Arterial 1 Asphalt 25.0 1,848 257 5,390 96 97 70 90 Mod Excellent 1 3 90 1.2 70 10.0 9.6 10.0 10.0 9.8 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2560 2560 - CR 318 5 13,532 39,470 89 Excellent 2 2 11547 2190 80 CR 318 Private Oil Gas (GISID 5339) Private Oil Gas (GISID 5764) 2 Minor Arterial 1 Asphalt 25.0 3,417 475 9,966 96 95 73 90 Mod Excellent 1 3 90 1.2 73 10.0 9.7 10.0 10.0 9.7 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2560 2560 - CR 318 5 13,532 39,470 89 Excellent 2 2 11004 2190 90 CR 318 Private Oil Gas (GISID 5764) J Road 2 Minor Arterial 1 Asphalt 25.0 2,928 407 8,540 94 100 80 92 Strng Excellent 2 4 92 1.0 80 10.0 9.5 10.0 10.0 9.6 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2560 2560 - CR 318 5 13,532 39,470 89 Excellent 2 2 11546 2190 100 CR 318 J Road Rolling Thunder Ave 2 Minor Arterial 1 Asphalt 25.0 2,394 332 6,981 62 85 90 75 Strng V Good 25 13 75 1.6 90 10.0 9.3 8.0 10.0 8.9 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2570 2570 - CR 318 4 5,662 22,494 64 Good 2 2 11545 2190 110 CR 318 Rolling Thunder Ave CR 319 2 Minor Arterial 1 Asphalt 35.0 864 168 3,528 56 65 56 58 Mod Fair 20 24 58 3.1 56 10.0 7.8 8.1 10.0 9.7 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2570 2570 - CR 318 4 5,662 22,494 64 Good 2 2 11544 2190 120 CR 318 CR 319 Lodge Pole Way 2 Minor Arterial 1 Asphalt 45.0 1,625 406 8,532 43 70 73 57 Mod Fair 41 16 56 2.6 73 7.5 8.8 8.3 10.0 9.9 10.0 9.4 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2570 2570 - CR 318 4 5,662 22,494 64 Good 2 2 11543 2190 130 CR 318 Lodge Pole Way Hwy 172 2 Minor Arterial 1 Asphalt 38.0 779 164 3,453 68 68 75 70 Strng V Good 18 14 70 2.8 75 9.3 9.1 8.9 10.0 10.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2570 2570 - CR 318 4 5,662 22,494 64 Good 2 2 11899 2210 10 CR 321 CR 324 CR 323 5 Local 1 Asphalt 25.0 5,117 711 14,924 53 69 74 62 Mod Good 35 12 61 2.7 74 9.9 9.1 7.1 10.0 9.2 10.0 10.0 9.2 9.8 Zone 1 10 1,171,765 66 6 62 1 2580 2580 - CR 321 2 6,622 19,315 62 Good 2 5 11227 2210 20 CR 321 CR 323 Private Oil Gas (GISID 9327) 5 Local 1 Asphalt 25.0 1,506 209 4,391 67 58 76 67 Strng Good 17 16 67 3.7 76 10.0 9.1 8.9 10.0 8.8 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2580 2580 - CR 321 2 6,622 19,315 62 Good 2 5 11321 2210 30 CR 321 Private Oil Gas (GISID 9327) Private Oil Gas (GISID 9327) + 2669 ft 5 Local 1 Asphalt 25.0 2,669 371 7,785 46 63 56 53 Mod Fair 35 18 53 3.3 56 9.6 8.7 7.4 10.0 8.9 10.0 10.0 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2590 2590 - CR 321 2 5,599 16,331 45 Marginal 2 5 11320 2210 40 CR 321 Private Oil Gas (GISID 9327) + 2669 ft CR 322 5 Local 1 Asphalt 25.0 2,930 407 8,546 26 55 48 39 Mod Poor 61 14 38 4.3 48 9.3 8.9 5.3 10.0 8.5 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2590 2590 - CR 321 2 5,599 16,331 45 Marginal 2 5 12247 2220 10 CR 321 CR 322 CR 322 + 2640 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 87 79 52 76 Mod V Good 4 10 76 2.0 52 9.9 10.0 9.7 10.0 10.0 10.0 9.9 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2600 2600 - CR 321 2 5,280 15,400 73 V Good 3 5 11203 2220 20 CR 321 CR 322 + 2640 ft CR 322 + 5280 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 64 72 75 69 Strng Good 21 15 69 2.5 75 8.6 9.2 9.6 10.0 9.4 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2600 2600 - CR 321 2 5,280 15,400 73 V Good 3 5 12248 2220 30 CR 321 CR 322 + 5280 ft Private Oil Gas (GISID 9109) 5 Local 1 Asphalt 25.0 1,248 173 3,639 66 63 71 66 Mod Good 22 12 66 3.3 71 8.8 9.0 9.1 10.0 9.8 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2610 2610 - CR 321 2 5,737 16,733 72 V Good 3 5 11187 2220 40 CR 321 Private Oil Gas (GISID 9109) Hwy 151 5 Local 1 Asphalt 25.0 4,489 624 13,094 74 72 77 74 Strng V Good 15 11 74 2.4 77 9.5 9.4 9.2 10.0 9.2 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2610 2610 - CR 321 2 5,737 16,733 72 V Good 3 5 11238 2240 10 CR 322 Hwy 172 Private Oil Gas (GISID 7160) 5 Local 1 Asphalt 25.0 3,110 432 9,070 43 49 74 52 Mod Fair 44 12 52 5.0 74 9.0 8.8 7.1 10.0 9.8 10.0 10.0 9.5 9.5 Zone 1 10 1,171,765 66 6 62 1 2620 2620 - CR 322 2 5,750 16,770 49 Marginal 2 5 12098 2240 20 CR 322 Private Oil Gas (GISID 7160) Private Oil Gas (GISID 7160) + 2640 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 34 48 73 47 Mod Marginal 53 13 46 5.0 73 8.6 8.9 7.4 10.0 9.2 9.9 10.0 9.2 8.8 Zone 1 10 1,171,765 66 6 62 1 2620 2620 - CR 322 2 5,750 16,770 49 Marginal 2 5 12099 2240 30 CR 322 Private Oil Gas (GISID 7160) + 2640 ft Private Oil Gas (GISID 7160) + 5280 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 81 76 71 77 Mod V Good 10 8 77 2.1 71 9.9 9.8 9.7 10.0 8.6 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2630 2630 - CR 322 2 5,280 15,400 75 V Good 2 5 12100 2240 40 CR 322 Private Oil Gas (GISID 7160) + 5280 ft Private Oil Gas (GISID 7160) + 7920 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 71 75 73 73 Mod V Good 21 8 73 2.2 73 9.7 9.7 8.6 10.0 9.1 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2630 2630 - CR 322 2 5,280 15,400 75 V Good 2 5 12101 2240 50 CR 322 Private Oil Gas (GISID 7160) + 7920 ft Private Oil Gas (GISID 7160) + 10560 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 79 71 79 77 Strng V Good 11 10 77 2.6 79 9.7 9.2 9.7 10.0 9.0 10.0 10.0 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2640 2640 - CR 322 2 5,280 15,400 80 V Good 3 5 12102 2240 60 CR 322 Private Oil Gas (GISID 7160) + 10560 ft Private Oil Gas (GISID 7160) + 13200 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 87 79 76 82 Strng V Good 6 7 82 2.0 76 10.0 9.1 10.0 10.0 8.6 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2640 2640 - CR 322 2 5,280 15,400 80 V Good 3 5 12103 2240 70 CR 322 Private Oil Gas (GISID 7160) + 13200 ft Private Oil Gas (GISID 7160) + 15840 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 80 70 78 77 Strng V Good 13 7 77 2.5 78 9.8 9.1 9.1 10.0 9.8 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2650 2650 - CR 322 2 5,280 15,400 76 V Good 3 5 12104 2240 80 CR 322 Private Oil Gas (GISID 7160) + 15840 ft Private Oil Gas (GISID 7160) + 18480 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 76 73 74 75 Mod V Good 17 8 75 2.3 74 9.4 9.0 9.4 10.0 9.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2650 2650 - CR 322 2 5,280 15,400 76 V Good 3 5 11312 2240 90 CR 322 Private Oil Gas (GISID 7160) + 18480 ft Private Oil Gas (GISID 7160) + 21120 ft 5 Local 1 Asphalt 25.0 2,640 367 7,700 82 80 75 80 Strng V Good 6 12 80 1.9 75 10.0 8.6 10.0 10.0 8.7 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2660 2660 - CR 322 2 2,860 8,420 80 V Good 3 5 12105 2240 100 CR 322 Private Oil Gas (GISID 7160) + 21120 ft CR 321 5 Local 1 Asphalt 28.0 220 34 720 88 69 73 80 Mod V Good 0 12 80 3.2 73 10.0 9.0 10.0 9.8 10.0 10.0 10.0 9.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2660 2660 - CR 322 2 2,860 8,420 80 V Good 3 5 11051 2260 10 CR 329 CR 330 Hwy 151 5 Local 1 Asphalt 22.0 3,724 455 9,557 33 65 34 41 Weak Marginal 58 9 40 3.2 34 9.7 9.5 4.8 10.0 9.2 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2670 2670 - CR 329 1 3,724 9,557 40 Marginal 1 5 11993 2280 10 CR 330 CR 329 Hwy 151 5 Local 1 Asphalt 25.0 1,325 184 3,864 33 56 73 49 Mod Marginal 50 17 48 4.0 73 9.2 8.7 6.4 10.0 8.9 10.0 10.0 8.8 9.7 Zone 1 10 1,171,765 66 6 62 1 2680 2680 - CR 330 1 1,325 3,864 48 Marginal 2 5 11027 2290 10 CR 500 CR 501 W Grimes Creek Road 5 Local 1 Asphalt 22.0 580 71 1,490 96 82 82 89 Strng Excellent 0 4 89 4.0 82 10.0 9.6 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2690 2690 - CR 500 3 1,579 4,054 83 V Good 3 5 11603 2290 20 CR 500 W Grimes Creek Road Pine Drive 5 Local 1 Asphalt 22.0 777 95 1,994 89 70 64 78 Mod V Good 4 7 78 3.0 64 10.0 9.7 10.0 10.0 9.2 10.0 9.9 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2690 2690 - CR 500 3 1,579 4,054 83 V Good 3 5 11602 2290 30 CR 500 Pine Drive Pine Drive 5 Local 1 Asphalt 22.0 222 27 570 89 71 83 83 Strng V Good 5 6 83 2.5 83 10.0 10.0 10.0 10.0 8.8 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2690 2690 - CR 500 3 1,579 4,054 83 V Good 3 5 11601 2290 40 CR 500 Pine Drive Ponderosa Road 5 Local 1 Asphalt 22.0 3,493 427 8,964 86 68 87 82 Strng V Good 7 7 82 2.9 87 10.0 9.8 9.5 10.0 9.6 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2700 2700 - CR 500 4 6,017 15,443 82 V Good 3 5 11600 2290 50 CR 500 Ponderosa Road Loyal Place 5 Local 1 Asphalt 22.0 1,934 236 4,963 87 68 84 82 Strng V Good 0 13 82 2.9 84 10.0 9.5 10.0 10.0 10.0 10.0 9.6 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2700 2700 - CR 500 4 6,017 15,443 82 V Good 3 5 11599 2290 60 CR 500 Loyal Place Valley Heights Drive 5 Local 1 Asphalt 22.0 360 44 923 82 66 76 77 Strng V Good 4 14 77 2.9 76 10.0 9.2 9.6 10.0 10.0 10.0 9.1 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2700 2700 - CR 500 4 6,017 15,443 82 V Good 3 5 11598 2290 70 CR 500 Valley Heights Drive Hope Ln 5 Local 1 Asphalt 22.0 231 28 593 84 67 79 78 Strng V Good 0 16 78 3.1 79 10.0 9.1 10.0 10.0 10.0 10.0 8.9 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2700 2700 - CR 500 4 6,017 15,443 82 V Good 3 5 11597 2290 80 CR 500 Hope Ln Faith Lane 5 Local 1 Asphalt 22.0 1,565 191 4,016 78 74 76 76 Strng V Good 11 12 76 2.5 76 10.0 9.8 8.9 10.0 10.0 10.0 8.8 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2720 2720 - CR 500 5 6,543 16,793 80 V Good 3 5 11596 2290 90 CR 500 Faith Lane Trust Drive 5 Local 1 Asphalt 22.0 1,088 133 2,793 87 72 78 81 Strng V Good 7 6 81 2.5 78 10.0 10.0 9.3 10.0 10.0 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2720 2720 - CR 500 5 6,543 16,793 80 V Good 3 5 11595 2290 100 CR 500 Trust Drive Black Bear Lane 5 Local 1 Asphalt 22.0 1,265 155 3,246 78 75 77 77 Strng V Good 11 11 77 2.2 77 10.0 9.2 8.9 10.0 10.0 10.0 10.0 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2720 2720 - CR 500 5 6,543 16,793 80 V Good 3 5 11594 2290 110 CR 500 Black Bear Lane Safley Road 5 Local 1 Asphalt 22.0 770 94 1,975 89 74 73 81 Mod V Good 0 11 81 2.4 73 10.0 9.8 10.0 10.0 10.0 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2720 2720 - CR 500 5 6,543 16,793 80 V Good 3 5 11593 2290 120 CR 500 Safley Road Vallecito Creek Campground 5 Local 1 Asphalt 22.0 1,856 227 4,763 91 71 77 83 Strng V Good 0 9 83 2.7 77 10.0 10.0 10.0 10.0 10.0 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2720 2720 - CR 500 5 6,543 16,793 80 V Good 3 5 11133 2300 10 CR 501 Bayfield Center Drive Private Oil Gas (GISID 7655) 1 Major Arterial 1 Asphalt 25.0 1,867 259 5,444 67 77 80 73 Strng V Good 20 13 73 2.1 80 9.1 9.0 9.0 10.0 9.7 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2730 2730 - CR 501 4 5,705 18,416 74 V Good 3 2 11420 2300 20 CR 501 Private Oil Gas (GISID 7655) E Sossaman Road 1 Major Arterial 1 Asphalt 25.0 1,608 223 4,689 90 79 92 88 Strng Excellent 5 5 88 2.0 92 10.0 9.4 9.6 10.0 9.9 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2730 2730 - CR 501 4 5,705 18,416 74 V Good 3 2 11419 2300 30 CR 501 E Sossaman Road Dove Ranch Road 3 Major Collector 1 Asphalt 30.0 1,723 287 6,032 63 72 90 72 Strng V Good 18 19 72 2.4 90 8.9 8.6 9.4 10.0 9.8 10.0 9.3 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2730 2730 - CR 501 4 5,705 18,416 74 V Good 3 2 11418 2300 40 CR 501 Dove Ranch Road Private Oil Gas (GISID 9830) 3 Major Collector 1 Asphalt 38.0 508 107 2,251 25 66 84 50 Strng Fair 51 25 49 2.9 84 7.6 8.4 7.2 10.0 10.0 10.0 8.7 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2730 2730 - CR 501 4 5,705 18,416 74 V Good 3 2 11417 2300 50 CR 501 Private Oil Gas (GISID 9830) Robin Lane 3 Major Collector 1 Asphalt 25.0 1,831 254 5,340 77 80 93 82 Strng V Good 1 22 82 1.9 93 10.0 9.3 10.0 10.0 9.8 10.0 8.2 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2750 2750 - CR 501 3 5,865 17,106 74 V Good 3 3 11416 2300 60 CR 501 Robin Lane Robin Lane + 1742 ft 3 Major Collector 1 Asphalt 25.0 1,742 242 5,081 77 77 72 76 Mod V Good 6 17 76 2.1 72 9.7 9.1 10.0 10.0 9.3 10.0 9.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2750 2750 - CR 501 3 5,865 17,106 74 V Good 3 3 11415 2300 70 CR 501 Robin Lane + 1742 ft PINE RIVER RANCH RD 3 Major Collector 1 Asphalt 25.0 2,292 318 6,685 58 69 80 66 Strng Good 25 16 66 2.7 80 9.4 9.2 8.3 10.0 9.4 10.0 9.2 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2750 2750 - CR 501 3 5,865 17,106 74 V Good 3 3 12134 2300 80 CR 501 PINE RIVER RANCH RD PINE RIVER RANCH RD + 2640 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 79 81 76 79 Strng V Good 4 16 79 1.8 76 10.0 9.9 9.6 10.0 9.9 10.0 8.6 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2760 2760 - CR 501 2 5,280 15,400 80 V Good 3 3 12135 2300 90 CR 501 PINE RIVER RANCH RD + 2640 ft PINE RIVER RANCH RD + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 79 81 87 81 Strng V Good 4 16 81 1.8 87 10.0 9.7 9.7 10.0 9.8 10.0 8.6 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2760 2760 - CR 501 2 5,280 15,400 80 V Good 3 3 12136 2300 100 CR 501 PINE RIVER RANCH RD + 5280 ft PINE RIVER RANCH RD + 7920 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 81 82 81 81 Strng V Good 6 13 81 1.8 81 10.0 9.7 9.6 10.0 9.8 10.0 8.9 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2770 2770 - CR 501 3 7,920 23,100 79 V Good 3 3 12137 2300 110 CR 501 PINE RIVER RANCH RD + 7920 ft PINE RIVER RANCH RD + 10560 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 81 78 81 80 Strng V Good 5 14 80 2.0 81 10.0 9.4 10.0 10.0 8.9 10.0 9.2 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2770 2770 - CR 501 3 7,920 23,100 79 V Good 3 3 11414 2300 120 CR 501 PINE RIVER RANCH RD + 10560 ft PINE RIVER RANCH RD + 13200 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 74 75 83 77 Strng V Good 5 21 77 2.2 83 10.0 9.1 9.7 10.0 9.5 10.0 8.8 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2770 2770 - CR 501 3 7,920 23,100 79 V Good 3 3 12138 2300 130 CR 501 PINE RIVER RANCH RD + 13200 ft Ludwig Drive 3 Major Collector 1 Asphalt 25.0 286 40 834 73 73 80 75 Strng V Good 1 26 75 2.4 80 10.0 8.9 10.0 10.0 9.7 10.0 8.4 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2780 2780 - CR 501 4 6,363 18,558 80 V Good 3 3 11413 2300 140 CR 501 Ludwig Drive Bear Creek Road 3 Major Collector 1 Asphalt 25.0 797 111 2,324 78 68 86 78 Strng V Good 4 18 78 2.8 86 9.7 9.5 10.0 10.0 9.8 10.0 8.6 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2780 2780 - CR 501 4 6,363 18,558 80 V Good 3 3 12235 2300 150 CR 501 Bear Creek Road Bear Creek Road + 2640 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 79 83 85 81 Strng V Good 1 20 81 1.8 85 10.0 9.1 10.0 10.0 9.7 10.0 8.9 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2780 2780 - CR 501 4 6,363 18,558 80 V Good 3 3 11412 2300 160 CR 501 Bear Creek Road + 2640 ft Bear Creek Road + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 77 83 83 80 Strng V Good 9 14 80 1.8 83 10.0 9.4 9.3 10.0 9.4 10.0 9.1 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2780 2780 - CR 501 4 6,363 18,558 80 V Good 3 3 12236 2300 170 CR 501 Bear Creek Road + 5280 ft Alpine Forest Drive 3 Major Collector 1 Asphalt 25.0 1,738 241 5,070 83 79 87 83 Strng V Good 0 17 83 2.0 87 10.0 9.8 10.0 10.0 10.0 10.0 8.5 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2790 2790 - CR 501 6 9,699 28,288 81 V Good 3 3 11411 2300 180 CR 501 Alpine Forest Drive Service Road 3 Major Collector 1 Asphalt 25.0 161 22 471 75 75 83 77 Strng V Good 1 24 77 2.4 83 10.0 9.0 10.0 10.0 9.7 10.0 8.1 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2790 2790 - CR 501 6 9,699 28,288 81 V Good 3 3 11204 2300 190 CR 501 Service Road Frontage Road 3 Major Collector 1 Asphalt 25.0 4,108 571 11,983 80 80 95 84 Strng V Good 0 20 84 1.9 95 10.0 9.8 10.0 10.0 10.0 10.0 8.1 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2790 2790 - CR 501 6 9,699 28,288 81 V Good 3 3 11887 2300 200 CR 501 Frontage Road River Ranch Circle 3 Major Collector 1 Asphalt 25.0 883 123 2,575 85 89 87 86 Strng Excellent 0 15 86 1.4 87 10.0 9.8 10.0 10.0 10.0 10.0 8.7 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2790 2790 - CR 501 6 9,699 28,288 81 V Good 3 3 11888 2300 210 CR 501 River Ranch Circle River Ranch Circle 3 Major Collector 1 Asphalt 25.0 1,324 184 3,862 80 82 82 81 Strng V Good 7 13 81 1.8 82 10.0 9.4 9.3 9.9 10.0 10.0 9.5 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2790 2790 - CR 501 6 9,699 28,288 81 V Good 3 3 11889 2300 220 CR 501 River Ranch Circle CR 502 3 Major Collector 1 Asphalt 25.0 1,484 206 4,327 61 73 91 71 Strng V Good 29 10 71 2.3 91 10.0 9.7 7.2 10.0 9.9 10.0 9.8 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2790 2790 - CR 501 6 9,699 28,288 81 V Good 3 3 11170 2310 10 CR 501 CR 502 Cherry Valley Road 3 Major Collector 1 Asphalt 25.0 3,260 453 9,507 75 87 80 79 Strng V Good 9 16 79 1.6 80 10.0 9.5 9.1 10.0 9.9 10.0 9.1 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2800 2800 - CR 501 2 3,959 11,548 80 V Good 3 3 11373 2310 20 CR 501 Cherry Valley Road CR 240 3 Major Collector 1 Asphalt 25.0 700 97 2,041 87 79 85 85 Strng Excellent 0 13 85 2.0 85 10.0 10.0 10.0 10.0 10.0 10.0 8.6 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2800 2800 - CR 501 2 3,959 11,548 80 V Good 3 3 12199 2320 10 CR 501 CR 240 CR 240 + 2640 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 89 87 90 89 Strng Excellent 0 11 89 1.6 90 10.0 10.0 10.0 10.0 10.0 10.0 9.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2810 2810 - CR 501 4 9,229 26,918 85 Excellent 3 3 12200 2320 20 CR 501 CR 240 + 2640 ft CR 240 + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 86 80 90 86 Strng Excellent 2 13 86 2.0 90 10.0 10.0 10.0 10.0 9.9 9.8 9.6 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2810 2810 - CR 501 4 9,229 26,918 85 Excellent 3 3 11235 2320 30 CR 501 CR 240 + 5280 ft CR 240 + 7920 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 86 76 61 77 Mod V Good 1 13 77 2.3 61 10.0 9.9 10.0 10.0 10.0 9.9 10.0 7.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2810 2810 - CR 501 4 9,229 26,918 85 Excellent 3 3 12201 2320 40 CR 501 CR 240 + 7920 ft Coolwater Road 3 Major Collector 1 Asphalt 25.0 1,309 182 3,818 90 90 82 88 Strng Excellent 0 11 88 1.4 82 10.0 10.0 10.0 10.0 10.0 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2810 2810 - CR 501 4 9,229 26,918 85 Excellent 3 3 12217 2320 50 CR 501 Coolwater Road Coolwater Road + 2640 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 87 87 63 81 Mod V Good 0 13 81 1.5 63 10.0 10.0 10.0 10.0 10.0 10.0 8.9 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2820 2820 - CR 501 3 7,917 23,090 82 V Good 2 3 11313 2320 60 CR 501 Coolwater Road + 2640 ft Coolwater Road + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 89 88 72 84 Mod V Good 0 11 84 1.5 72 10.0 10.0 10.0 10.0 10.0 10.0 9.2 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2820 2820 - CR 501 3 7,917 23,090 82 V Good 2 3 1



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2218 2320 70 CR 501 Coolwater Road + 5280 ft Los Pinos Drive 3 Major Collector 1 Asphalt 25.0 2,637 366 7,690 87 85 70 82 Mod V Good 0 13 82 1.6 70 10.0 10.0 10.0 10.0 10.0 10.0 9.2 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2820 2820 - CR 501 3 7,917 23,090 82 V Good 2 3 11910 2320 80 CR 501 Los Pinos Drive Crest Drive 3 Major Collector 1 Asphalt 25.0 996 138 2,906 87 88 46 77 Mod V Good 0 13 77 1.5 46 10.0 10.0 10.0 10.0 10.0 10.0 9.2 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2830 2830 - CR 501 4 4,177 12,184 82 V Good 2 3 11909 2320 90 CR 501 Crest Drive Easy Street 3 Major Collector 1 Asphalt 25.0 675 94 1,968 87 88 66 82 Mod V Good 0 13 82 1.5 66 10.0 10.0 10.0 10.0 10.0 10.0 9.2 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2830 2830 - CR 501 4 4,177 12,184 82 V Good 2 3 11908 2320 100 CR 501 Easy Street Deer Trail Lane 3 Major Collector 1 Asphalt 25.0 1,234 171 3,600 88 81 73 82 Mod V Good 0 12 82 1.8 73 10.0 10.0 10.0 10.0 10.0 10.0 9.8 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2830 2830 - CR 501 4 4,177 12,184 82 V Good 2 3 11907 2320 110 CR 501 Deer Trail Lane Vallecito Drive 3 Major Collector 1 Asphalt 25.0 1,272 177 3,710 88 86 79 85 Strng Excellent 1 11 85 1.6 79 10.0 9.9 10.0 10.0 10.0 9.8 10.0 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2830 2830 - CR 501 4 4,177 12,184 82 V Good 2 3 11859 2330 10 CR 501 Vallecito Drive Vallecito Drive 3 Major Collector 1 Asphalt 25.0 815 113 2,378 89 90 89 89 Strng Excellent 0 11 89 1.4 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2840 2840 - CR 501 3 2,007 6,328 82 V Good 2 3 11858 2330 20 CR 501 Vallecito Drive Vallecito Drive + 738 ft 3 Major Collector 1 Asphalt 25.0 738 103 2,153 87 90 78 86 Strng Excellent 0 13 86 1.4 78 10.0 10.0 10.0 10.0 10.0 10.0 9.6 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2840 2840 - CR 501 3 2,007 6,328 82 V Good 2 3 11001 2330 30 CR 501 Vallecito Drive + 738 ft CR 501a 3 Major Collector 1 Asphalt 34.0 453 86 1,797 85 67 40 69 Weak Good 0 15 69 3.0 40 10.0 9.8 10.0 10.0 10.0 10.0 8.7 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2840 2840 - CR 501 3 2,007 6,328 82 V Good 2 3 12177 2330 40 CR 501 CR 501a CR 501a + 2640 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 83 63 74 76 Mod V Good 5 12 76 3.2 74 9.4 9.9 10.0 10.0 10.0 10.0 8.9 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2850 2850 - CR 501 2 5,280 15,400 75 V Good 3 4 11857 2330 50 CR 501 CR 501a + 2640 ft CR 501a + 5280 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 77 67 76 74 Strng V Good 12 11 74 2.8 76 8.8 9.9 10.0 10.0 9.8 10.0 9.2 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2850 2850 - CR 501 2 5,280 15,400 75 V Good 3 4 12178 2330 60 CR 501 CR 501a + 5280 ft Lake Shore Homes 4 Minor Collector 1 Asphalt 25.0 208 29 607 74 73 63 71 Mod V Good 16 11 71 2.4 63 8.4 10.0 10.0 10.0 10.0 10.0 9.2 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2870 2870 - CR 501 5 6,176 18,014 76 V Good 3 4 11856 2330 70 CR 501 Lake Shore Homes Lake View Drive 4 Minor Collector 1 Asphalt 25.0 83 11 241 86 76 90 84 Strng V Good 0 14 84 2.3 90 10.0 10.0 10.0 10.0 10.0 10.0 8.7 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2870 2870 - CR 501 5 6,176 18,014 76 V Good 3 4 11855 2330 80 CR 501 Lake View Drive Lake Shore Homes 4 Minor Collector 1 Asphalt 25.0 606 84 1,766 71 74 94 77 Strng V Good 16 13 77 2.3 94 8.4 9.9 10.0 10.0 9.8 10.0 8.8 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2870 2870 - CR 501 5 6,176 18,014 76 V Good 3 4 12129 2330 90 CR 501 Lake Shore Homes Lake Shore Homes + 2640 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 70 67 84 73 Strng V Good 14 16 73 3.0 84 8.6 9.7 10.0 10.0 9.9 10.0 8.9 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2870 2870 - CR 501 5 6,176 18,014 76 V Good 3 4 12130 2330 100 CR 501 Lake Shore Homes + 2640 ft Lake Shore Homes + 5280 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 79 66 87 78 Strng V Good 5 16 78 3.0 87 9.9 9.9 10.0 10.0 9.1 10.0 8.8 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2870 2870 - CR 501 5 6,176 18,014 76 V Good 3 4 12131 2330 110 CR 501 Lake Shore Homes + 5280 ft Lake Shore Homes + 7920 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 80 70 82 78 Strng V Good 5 15 78 2.6 82 9.6 9.5 10.0 10.0 9.8 10.0 8.9 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2880 2880 - CR 501 2 5,280 15,400 70 V Good 3 4 12132 2330 120 CR 501 Lake Shore Homes + 7920 ft Lake Shore Homes + 10560 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 65 61 57 62 Mod Good 20 15 61 3.4 57 8.9 9.7 9.4 10.0 9.3 10.0 9.1 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2880 2880 - CR 501 2 5,280 15,400 70 V Good 3 4 11854 2330 130 CR 501 Lake Shore Homes + 10560 ft Lake Shore Homes + 13200 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 75 59 79 72 Strng V Good 12 14 72 3.8 79 9.3 9.8 9.7 10.0 9.7 10.0 9.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2890 2890 - CR 501 2 4,732 13,801 66 Good 3 4 12133 2330 140 CR 501 Lake Shore Homes + 13200 ft Hummingbird Lane 4 Minor Collector 1 Asphalt 25.0 2,092 291 6,101 65 60 50 60 Mod Good 24 11 59 3.7 50 9.0 9.9 9.3 10.0 8.4 10.0 9.5 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2890 2890 - CR 501 2 4,732 13,801 66 Good 3 4 11853 2330 150 CR 501 Hummingbird Lane Ho Hum Drive 4 Minor Collector 1 Asphalt 25.0 181 25 529 77 56 79 72 Strng V Good 5 17 72 4.1 79 10.0 9.7 10.0 10.0 8.8 10.0 9.1 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2900 2900 - CR 501 4 6,213 18,121 68 Good 3 4 12263 2330 160 CR 501 Ho Hum Drive Ho Hum Drive + 2640 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 65 55 76 65 Strng Good 22 13 65 4.1 76 9.7 9.7 8.5 10.0 9.1 10.0 8.7 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2900 2900 - CR 501 4 6,213 18,121 68 Good 3 4 11852 2330 170 CR 501 Ho Hum Drive + 2640 ft Ho Hum Drive + 5280 ft 4 Minor Collector 1 Asphalt 25.0 2,640 367 7,700 71 52 74 67 Mod Good 15 14 67 4.5 74 9.4 9.7 9.4 10.0 9.3 10.0 9.2 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2900 2900 - CR 501 4 6,213 18,121 68 Good 3 4 12264 2330 180 CR 501 Ho Hum Drive + 5280 ft CR 500 4 Minor Collector 1 Asphalt 25.0 752 104 2,192 85 67 81 79 Strng V Good 0 15 79 3.0 81 10.0 9.9 10.0 10.0 10.0 10.0 8.7 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2900 2900 - CR 501 4 6,213 18,121 68 Good 3 4 11865 2330 190 CR 501 CR 500 Hummingbird Way 5 Local 1 Asphalt 25.0 961 133 2,803 64 64 23 54 Weak Fair 20 15 54 3.1 23 10.0 9.1 8.1 10.0 9.7 10.0 9.8 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2910 2910 - CR 501 7 5,091 14,850 66 Good 2 5 11864 2330 200 CR 501 Hummingbird Way W Vallecito Creek Road 5 Local 1 Asphalt 25.0 336 47 979 50 36 79 54 Strng Fair 23 27 54 7.7 79 10.0 8.8 7.7 10.0 10.0 10.0 8.2 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2910 2910 - CR 501 7 5,091 14,850 66 Good 2 5 11863 2330 210 CR 501 W Vallecito Creek Road Mushroom Drive 5 Local 1 Asphalt 25.0 102 14 297 67 38 73 61 Mod Good 15 18 61 7.0 73 10.0 8.8 8.5 10.0 10.0 10.0 9.7 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2910 2910 - CR 501 7 5,091 14,850 66 Good 2 5 11862 2330 220 CR 501 Mushroom Drive Tween Bridge Dr 5 Local 1 Asphalt 25.0 711 99 2,073 56 45 73 58 Mod Fair 31 13 58 5.6 73 8.8 9.1 8.2 10.0 9.7 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2910 2910 - CR 501 7 5,091 14,850 66 Good 2 5 11861 2330 230 CR 501 Tween Bridge Dr Mushroom Lane 5 Local 1 Asphalt 25.0 314 44 915 84 66 73 77 Mod V Good 2 14 77 2.9 73 10.0 9.2 10.0 10.0 9.6 10.0 9.9 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2910 2910 - CR 501 7 5,091 14,850 66 Good 2 5 11860 2330 240 CR 501 Mushroom Lane Tucker Lane 5 Local 1 Asphalt 25.0 750 104 2,187 76 64 54 68 Mod Good 14 10 68 3.0 54 10.0 9.6 9.0 10.0 9.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 2910 2910 - CR 501 7 5,091 14,850 66 Good 2 5 11171 2330 250 CR 501 CR 501 G Tucker Lane 5 Local 1 Asphalt 25.0 1,919 266 5,596 85 65 61 74 Mod V Good 9 6 74 3.5 61 10.0 10.0 9.1 10.0 9.9 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2910 2910 - CR 501 7 5,091 14,850 66 Good 2 5 12221 2350 10 CR 502 Hwy 160 Hwy 160 + 2640 ft 5 Local 1 Asphalt 27.0 2,640 396 8,316 38 45 64 46 Mod Marginal 41 21 45 5.8 64 7.8 8.2 8.3 10.0 9.2 10.0 9.7 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2920 2920 - CR 502 2 5,280 15,708 44 Marginal 2 5 11093 2350 20 CR 502 Hwy 160 + 2640 ft Hwy 160 + 5280 ft 5 Local 1 Asphalt 24.0 2,640 352 7,392 28 43 74 43 Mod Marginal 54 19 42 6.3 74 7.8 8.5 7.8 10.0 8.5 9.3 9.3 9.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2920 2920 - CR 502 2 5,280 15,708 44 Marginal 2 5 12222 2350 30 CR 502 Hwy 160 + 5280 ft Private Oil Gas (GISID 6733) 5 Local 1 Asphalt 23.0 2,286 292 6,134 18 43 56 34 Mod Poor 60 21 34 6.3 56 7.5 8.3 7.0 10.0 8.9 9.7 9.2 9.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2930 2930 - CR 502 2 6,702 21,075 39 Poor 2 5 11479 2350 40 CR 502 Private Oil Gas (GISID 6733) Private Oil Gas (GISID 6733) + 4416 ft 5 Local 1 Asphalt 29.0 4,416 711 14,941 32 49 56 42 Mod Marginal 43 25 41 5.3 56 8.3 8.3 7.7 10.0 9.1 10.0 8.8 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 2930 2930 - CR 502 2 6,702 21,075 39 Poor 2 5 11029 2370 10 CR 507 Hwy 160 NORTH END 4 Minor Collector 1 Asphalt 25.0 1,139 158 3,323 73 43 43 58 Weak Fair 25 1 58 6.2 43 9.4 9.9 8.5 10.0 9.0 9.9 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2940 2940 - CR 507 1 1,139 3,323 58 Fair 1 4 12229 2400 10 CR 509 EOP South EOP South + 2640 ft 4 Minor Collector 1 Asphalt 26.0 2,640 381 8,008 55 72 73 64 Mod Good 26 19 64 2.5 73 10.0 7.6 7.7 10.0 9.3 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2950 2950 - CR 509 3 7,343 21,658 64 Good 3 4 11175 2400 20 CR 509 EOP South + 2640 ft EOP South + 5280 ft 4 Minor Collector 1 Asphalt 24.0 2,640 352 7,392 51 71 77 62 Strng Good 29 19 61 2.6 77 9.9 7.7 7.6 10.0 9.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2950 2950 - CR 509 3 7,343 21,658 64 Good 3 4 12230 2400 30 CR 509 EOP South + 5280 ft Bayfield Parkway 4 Minor Collector 1 Asphalt 26.0 2,063 298 6,258 59 70 79 67 Strng Good 22 20 67 2.6 79 10.0 7.5 8.2 10.0 9.3 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2950 2950 - CR 509 3 7,343 21,658 64 Good 3 4 11913 2430 10 CR 510 CR 222 Apple Wood Loop 5 Local 1 Asphalt 24.0 553 74 1,549 64 51 49 57 Mod Fair 22 14 56 5.0 49 9.0 9.7 9.2 10.0 9.2 10.0 9.3 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2960 2960 - CR 510 2 2,009 6,134 65 Good 2 5 11958 2430 20 CR 510 Apple Wood Loop CR 225A 5 Local 1 Asphalt 27.0 1,456 218 4,585 77 59 59 68 Mod Good 8 16 68 3.6 59 9.2 10.0 10.0 10.0 10.0 10.0 9.5 7.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2960 2960 - CR 510 2 2,009 6,134 65 Good 2 5 11642 2440 10 CR 510 CR 225A La Plata Lane 4 Minor Collector 1 Asphalt 27.0 1,157 174 3,645 88 89 79 86 Strng Excellent 0 12 86 1.4 79 10.0 10.0 10.0 10.0 10.0 10.0 10.0 7.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2970 2970 - CR 510 4 7,123 23,737 71 V Good 2 4 11641 2440 20 CR 510 La Plata Lane La Plata Lane + 686 ft 4 Minor Collector 1 Asphalt 24.0 686 91 1,920 86 83 49 76 Mod V Good 0 14 76 1.7 49 10.0 10.0 10.0 10.0 10.0 10.0 9.6 7.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2970 2970 - CR 510 4 7,123 23,737 71 V Good 2 4 12239 2440 30 CR 510 La Plata Lane + 686 ft La Plata Lane + 3326 ft 4 Minor Collector 1 Asphalt 32.0 2,640 469 9,856 79 72 65 74 Mod V Good 9 12 74 2.4 65 9.5 9.9 9.6 10.0 9.9 10.0 9.3 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 2970 2970 - CR 510 4 7,123 23,737 71 V Good 2 4 11552 2440 40 CR 510 La Plata Lane + 3326 ft La Plata Lane + 5966 ft 4 Minor Collector 1 Asphalt 27.0 2,640 396 8,316 75 60 38 62 Weak Good 11 15 61 3.6 38 9.2 10.0 10.0 10.0 9.5 9.9 8.9 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 2970 2970 - CR 510 4 7,123 23,737 71 V Good 2 4 12240 2440 50 CR 510 La Plata Lane + 5966 ft Sundance Hills Road 4 Minor Collector 1 Asphalt 25.0 1,576 219 4,597 72 60 45 62 Mod Good 13 16 61 3.6 45 8.7 9.8 10.0 10.0 9.9 10.0 8.9 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 2980 2980 - CR 510 5 3,484 10,763 64 Good 1 5 11553 2440 60 CR 510 Sundance Hills Road Ridge Place 5 Local 1 Asphalt 22.0 56 7 144 79 69 77 76 Strng V Good 4 18 76 3.6 77 10.0 9.3 9.6 10.0 10.0 10.0 9.2 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2980 2980 - CR 510 5 3,484 10,763 64 Good 1 5 11554 2440 70 CR 510 Ridge Place Oxford Place 5 Local 1 Asphalt 25.0 296 41 863 83 63 33 66 Weak Good 0 17 66 3.2 33 10.0 9.9 10.0 10.0 10.0 10.0 8.9 8.0 10.0 Zone 1 10 1,171,765 66 6 62 1 2980 2980 - CR 510 5 3,484 10,763 64 Good 1 5 11555 2440 80 CR 510 Oxford Place Cassidy Drive 5 Local 1 Asphalt 28.0 1,450 225 4,735 81 63 33 65 Weak Good 7 12 65 3.1 33 9.8 9.9 9.5 10.0 10.0 10.0 9.6 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 2980 2980 - CR 510 5 3,484 10,763 64 Good 1 5 11048 2440 90 CR 510 Cassidy Drive Cassidy Drive + 107 ft 5 Local 1 Asphalt 34.0 107 20 424 93 77 61 81 Mod V Good 0 7 81 4.8 61 10.0 10.0 10.0 10.0 10.0 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 2980 2980 - CR 510 5 3,484 10,763 64 Good 1 5 11179 2460 10 CR 516 Hwy 172 Private Oil Gas (GISID 6828) 5 Local 1 Asphalt 26.0 2,636 381 7,995 76 70 73 74 Mod V Good 20 4 74 2.7 73 9.0 9.9 9.1 10.0 9.4 10.0 10.0 9.5 10.0 Zone 1 10 1,171,765 66 6 62 1 2990 2990 - CR 516 2 4,965 14,516 81 V Good 2 5 11359 2460 20 CR 516 Private Oil Gas (GISID 6828) CR 517 5 Local 1 Asphalt 24.0 2,329 311 6,521 99 85 76 90 Strng Excellent 0 1 90 2.0 76 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 2990 2990 - CR 516 2 4,965 14,516 81 V Good 2 5 11571 2470 10 CR 516 CR 517 CR 518 3 Major Collector 1 Asphalt 24.0 4,407 588 12,340 76 76 64 73 Mod V Good 10 15 73 2.2 64 9.9 9.3 9.4 10.0 9.5 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 3000 3000 - CR 516 1 4,407 12,340 73 V Good 2 3 11570 2480 10 CR 516 CR 518 Private Oil Gas (GISID 6829) 3 Major Collector 1 Asphalt 25.0 2,964 412 8,645 75 78 67 74 Mod V Good 7 17 74 2.0 67 10.0 9.4 9.4 10.0 9.8 10.0 10.0 7.7 10.0 Zone 1 10 1,171,765 66 6 62 1 3010 3010 - CR 516 2 6,980 21,297 77 V Good 3 3 11569 2480 20 CR 516 Private Oil Gas (GISID 6829) CR 518 3 Major Collector 1 Asphalt 27.0 4,016 602 12,652 78 81 79 79 Strng V Good 10 13 79 1.8 79 9.9 9.7 9.2 10.0 9.8 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 3010 3010 - CR 516 2 6,980 21,297 77 V Good 3 3 12173 2490 10 CR 516 CR 518 CR 518 + 2640 ft 3 Major Collector 1 Asphalt 26.0 2,640 381 8,008 85 77 78 81 Strng V Good 3 12 81 2.1 78 10.0 9.6 9.7 10.0 10.0 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 3020 3020 - CR 516 3 7,946 21,935 79 V Good 3 3 11568 2490 20 CR 516 CR 518 + 2640 ft PRIVATE (6689) 3 Major Collector 1 Asphalt 23.0 2,640 337 7,084 85 81 78 82 Strng V Good 0 15 82 1.8 78 10.0 9.8 10.0 10.0 9.9 10.0 10.0 7.6 10.0 Zone 1 10 1,171,765 66 6 62 1 3020 3020 - CR 516 3 7,946 21,935 79 V Good 3 3 11567 2490 40 CR 516 PRIVATE (6689) CR 520 3 Major Collector 1 Asphalt 22.0 2,666 326 6,843 71 71 73 72 Mod V Good 10 19 72 2.5 73 9.8 9.0 9.2 10.0 9.8 10.0 10.0 8.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3020 3020 - CR 516 3 7,946 21,935 79 V Good 3 3 11566 2500 10 CR 516 CR 520 CR 520 + 2672 ft 3 Major Collector 1 Asphalt 24.0 2,672 356 7,480 69 75 54 67 Mod Good 15 17 67 2.2 54 10.0 9.3 9.0 10.0 9.1 10.0 10.0 8.1 10.0 Zone 1 10 1,171,765 66 6 62 1 3030 3030 - CR 516 4 9,149 28,094 65 Good 2 3 11565 2500 20 CR 516 CR 520 + 2672 ft Violet Lane 3 Major Collector 1 Asphalt 30.0 259 43 906 74 68 74 72 Mod V Good 12 14 72 3.3 74 10.0 9.0 10.0 10.0 9.0 10.0 10.0 9.0 9.0 Zone 1 10 1,171,765 66 6 62 1 3030 3030 - CR 516 4 9,149 28,094 65 Good 2 3 11564 2500 30 CR 516 Violet Lane Spectrum Lane 3 Major Collector 1 Asphalt 28.0 1,024 159 3,347 77 78 63 74 Mod V Good 11 12 74 2.0 63 10.0 9.4 9.0 10.0 9.7 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 3030 3030 - CR 516 4 9,149 28,094 65 Good 2 3 11563 2500 40 CR 516 Spectrum Lane Bayfield Parkway 3 Major Collector 1 Asphalt 27.0 5,194 779 16,361 64 68 53 62 Mod Good 21 15 61 2.8 53 9.9 9.1 8.3 10.0 9.2 10.0 10.0 8.5 10.0 Zone 1 10 1,171,765 66 6 62 1 3030 3030 - CR 516 4 9,149 28,094 65 Good 2 3 11185 2520 10 CR 517 Hwy 172 Ouray Drive 2 Minor Arterial 1 Asphalt 28.0 534 83 1,746 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11355 2520 20 CR 517 Ouray Drive Mouache Circle 2 Minor Arterial 1 Asphalt 28.0 296 46 967 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11354 2520 30 CR 517 Mouache Circle Mouache Circle 2 Minor Arterial 1 Asphalt 28.0 137 21 447 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11058 2520 40 CR 517 Mouache Circle Mike Frost Way 2 Minor Arterial 1 Asphalt 28.0 285 44 932 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11526 2520 50 CR 517 Mike Frost Way Ute Road 3 Major Collector 1 Asphalt 28.0 578 90 1,889 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11525 2520 60 CR 517 Ute Road Piwood Circle 3 Major Collector 1 Asphalt 28.0 264 41 863 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11524 2520 70 CR 517 Piwood Circle Tamuche Circle 3 Major Collector 1 Asphalt 28.0 465 72 1,517 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11523 2520 80 CR 517 Tamuche Circle Sky Ute Casino Parkway 3 Major Collector 1 Asphalt 28.0 1,174 183 3,835 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11522 2520 90 CR 517 Sky Ute Casino Parkway Howe Drive 3 Major Collector 1 Asphalt 28.0 678 105 2,214 100 93 89 95 Strng Excellent 0 0 94 1.3 89 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3040 3040 - CR 517 9 4,411 14,410 94 Excellent 3 3 11186 2520 100 CR 517 Howe Drive Dry Creek Drive 3 Major Collector 1 Asphalt 28.0 847 132 2,767 92 83 99 92 Strng Excellent 0 8 92 1.7 99 10.0 9.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3050 3050 - CR 517 2 5,123 16,737 92 Excellent 3 3 11041 2520 110 CR 517 Dry Creek Drive CR 516 3 Major Collector 1 Asphalt 28.0 4,276 665 13,970 93 84 97 92 Strng Excellent 0 7 92 1.6 97 10.0 9.1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3050 3050 - CR 517 2 5,123 16,737 92 Excellent 3 3 12123 2540 10 CR 518 CR 516 CR 516 + 2640 ft 5 Local 1 Asphalt 31.0 2,640 455 9,548 46 54 78 56 Strng Fair 39 15 55 4.4 78 8.5 9.4 7.6 10.0 9.7 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 3060 3060 - CR 518 2 5,280 18,480 53 Fair 3 5 12124 2540 20 CR 518 CR 516 + 2640 ft CR 516 + 5280 ft 5 Local 1 Asphalt 29.0 2,640 425 8,932 33 62 77 51 Strng Fair 58 9 50 3.2 77 8.4 9.5 6.5 10.0 8.4 10.0 10.0 9.0 9.9 Zone 1 10 1,171,765 66 6 62 1 3060 3060 - CR 518 2 5,280 18,480 53 Fair 3 5 12125 2540 30 CR 518 CR 516 + 5280 ft CR 516 + 7920 ft 5 Local 1 Asphalt 31.0 2,640 455 9,548 39 64 79 55 Strng Fair 47 15 55 3.1 79 9.2 8.9 6.3 10.0 9.5 10.0 10.0 8.9 10.0 Zone 1 10 1,171,765 66 6 62 1 3070 3070 - CR 518 2 5,280 19,404 65 Good 3 5 12126 2540 40 CR 518 CR 516 + 7920 ft CR 516 + 10560 ft 5 Local 1 Asphalt 32.0 2,640 469 9,856 74 73 79 75 Strng V Good 7 18 75 2.4 79 9.9 8.7 9.5 10.0 9.8 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 3070 3070 - CR 518 2 5,280 19,404 65 Good 3 5 12127 2540 50 CR 518 CR 516 + 10560 ft CR 516 + 13200 ft 5 Local 1 Asphalt 31.0 2,640 455 9,548 41 64 67 53 Mod Fair 37 22 53 3.2 67 9.7 8.5 6.7 10.0 9.8 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 3080 3080 - CR 518 3 6,825 24,374 62 Good 3 5 11054 2540 60 CR 518 CR 516 + 13200 ft CR 516 + 15840 ft 5 Local 1 Asphalt 30.0 2,640 440 9,240 58 63 81 65 Strng Good 28 15 65 3.1 81 9.5 9.1 8.0 10.0 9.7 10.0 10.0 8.7 9.8 Zone 1 10 1,171,765 66 6 62 1 3080 3080 - CR 518 3 6,825 24,374 62 Good 3 5 12128 2540 70 CR 518 CR 516 + 15840 ft CR 516 5 Local 1 Asphalt 31.0 1,545 266 5,586 72 66 79 72 Strng V Good 17 11 72 2.9 79 9.7 9.5 8.6 10.0 10.0 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 3080 3080 - CR 518 3 6,825 24,374 62 Good 3 5 11211 2560 10 CR 521 Hwy 151 CR 334 3 Major Collector 1 Asphalt 25.0 1,946 270 5,675 86 71 89 83 Strng V Good 5 10 83 2.6 89 10.0 9.9 10.0 10.0 9.0 10.0 9.4 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 3090 3090 - CR 521 3 4,435 12,936 82 V Good 3 3 11335 2560 20 CR 521 CR 334 End Of Trail 3 Major Collector 1 Asphalt 25.0 550 76 1,605 91 77 85 86 Strng Excellent 0 9 86 2.2 85 10.0 9.8 10.0 10.0 10.0 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 3090 3090 - CR 521 3 4,435 12,936 82 V Good 3 3 11334 2560 30 CR 521 End Of Trail Bear Dance Road 3 Major Collector 1 Asphalt 25.0 1,939 269 5,656 88 79 66 80 Mod V Good 4 8 80 2.0 66 9.6 10.0 10.0 10.0 10.0 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 3090 3090 - CR 521 3 4,435 12,936 82 V Good 3 3 12117 2560 40 CR 521 Bear Dance Road Bear Dance Road + 2640 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 85 73 80 81 Strng V Good 3 12 81 2.3 80 9.8 9.2 10.0 10.0 9.7 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3100 3100 - CR 521 2 5,280 15,400 82 V Good 3 3 12118 2560 50 CR 521 Bear Dance Road + 2640 ft Bear Dance Road + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 90 78 76 83 Strng V Good 1 9 83 2.0 76 10.0 9.9 10.0 10.0 9.7 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 3100 3100 - CR 521 2 5,280 15,400 82 V Good 3 3 12119 2560 60 CR 521 Bear Dance Road + 5280 ft Bear Dance Road + 7920 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 89 75 33 72 Weak V Good 1 10 72 2.2 33 10.0 9.9 10.0 10.0 9.8 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 3110 3110 - CR 521 2 5,280 15,400 72 V Good 1 3 12120 2560 70 CR 521 Bear Dance Road + 7920 ft Bear Dance Road + 10560 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 86 73 45 72 Weak V Good 1 13 72 2.4 45 10.0 9.6 10.0 10.0 9.7 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 3110 3110 - CR 521 2 5,280 15,400 72 V Good 1 3 12121 2560 80 CR 521 Bear Dance Road + 10560 ft Bear Dance Road + 13200 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 77 65 49 67 Mod Good 14 8 67 2.9 49 9.0 9.6 10.0 10.0 9.0 10.0 10.0 9.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3120 3120 - CR 521 3 7,064 20,603 72 V Good 2 3 11333 2560 90 CR 521 Bear Dance Road + 13200 ft Bear Dance Road + 15840 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 82 77 78 80 Strng V Good 4 14 80 2.1 78 10.0 9.7 10.0 10.0 9.1 10.0 10.0 7.7 10.0 Zone 1 10 1,171,765 66 6 62 1 3120 3120 - CR 521 3 7,064 20,603 72 V Good 2 3 12122 2560 100 CR 521 Bear Dance Road + 15840 ft CR 522 3 Major Collector 1 Asphalt 25.0 1,784 248 5,203 81 75 31 67 Weak Good 7 12 67 2.3 31 10.0 9.4 10.0 10.0 8.3 10.0 10.0 8.6 10.0 Zone 1 10 1,171,765 66 6 62 1 3120 3120 - CR 521 3 7,064 20,603 72 V Good 2 3 12193 2560 110 CR 521 CR 522 CR 522 + 2640 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 73 82 73 75 Mod V Good 12 15 75 1.9 73 10.0 9.0 9.0 10.0 9.5 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 3130 3130 - CR 521 2 5,280 15,400 74 V Good 2 3 12194 2560 120 CR 521 CR 522 + 2640 ft CR 522 + 5280 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 70 79 73 73 Mod V Good 16 14 73 2.0 73 10.0 9.1 8.7 10.0 9.3 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 3130 3130 - CR 521 2 5,280 15,400 74 V Good 2 3 11043 2560 130 CR 521 CR 522 + 5280 ft CR 522 + 7920 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 63 72 73 68 Mod Good 20 17 68 2.6 73 10.0 8.7 8.4 10.0 9.2 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 3140 3140 - CR 521 2 4,821 14,063 72 V Good 2 3 12195 2560 140 CR 521 CR 522 + 7920 ft CR 524 3 Major Collector 1 Asphalt 25.0 2,181 303 6,363 71 83 79 76 Strng V Good 10 18 76 1.8 79 10.0 8.6 9.1 10.0 9.6 10.0 10.0 8.7 10.0 Zone 1 10 1,171,765 66 6 62 1 3140 3140 - CR 521 2 4,821 14,063 72 V Good 2 3 11562 2570 10 CR 521 CR 524 CR 524 + 2771 ft 3 Major Collector 1 Asphalt 25.0 2,771 385 8,082 69 80 84 75 Strng V Good 13 18 75 1.9 84 10.0 8.6 9.0 10.0 9.3 10.0 10.0 8.8 10.0 Zone 1 10 1,171,765 66 6 62 1 3150 3150 - CR 521 2 5,411 15,782 72 V Good 3 3 12211 2570 20 CR 521 CR 524 + 2771 ft CR 524 + 5411 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 70 79 52 68 Mod Good 13 17 68 2.1 52 10.0 9.0 8.8 10.0 9.7 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 3150 3150 - CR 521 2 5,411 15,782 72 V Good 3 3 12212 2570 30 CR 521 CR 524 + 5411 ft CR 524 + 8051 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 73 75 36 64 Weak Good 9 18 64 2.3 36 10.0 8.8 9.2 10.0 9.8 10.0 10.0 8.4 10.0 Zone 1 10 1,171,765 66 6 62 1 3160 3160 - CR 521 2 5,280 15,400 67 Good 2 3 11561 2570 40 CR 521 CR 524 + 8051 ft CR 524 + 10691 ft 3 Major Collector 1 Asphalt 25.0 2,640 367 7,700 70 67 69 69 Mod Good 12 18 69 2.8 69 10.0 9.0 8.9 10.0 9.8 10.0 10.0 8.3 10.0 Zone 1 10 1,171,765 66 6 62 1 3160 3160 - CR 521 2 5,280 15,400 67 Good 2 3 12213 2570 50 CR 521 CR 524 + 10691 ft CR 523 3 Major Collector 1 Asphalt 25.0 441 61 1,287 63 78 22 56 Weak Fair 15 22 55 2.1 22 10.0 8.6 8.5 10.0 9.9 10.0 10.0 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 3170 3170 - CR 521 4 5,589 16,583 69 Good 2 3 11212 2570 60 CR 521 CR 523 Mars Ave 3 Major Collector 1 Asphalt 25.0 4,346 604 12,675 62 69 74 67 Mod Good 19 19 67 2.7 74 9.7 9.1 8.7 10.0 9.3 10.0 9.7 8.2 10.0 Zone 1 10 1,171,765 66 6 62 1 3170 3170 - CR 521 4 5,589 16,583 69 Good 2 3 11332 2570 70 CR 521 Mars Ave E East Drive 3 Major Collector 2 Concrete 24.0 100 13 280 50 28 86 53 Mod Fair 0 0 53 9.3 86 10.0 6.9 6.8 10.0 9.7 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 5000 5000 - CR 521 1 100 280 53 Fair 2 3 21331 2570 80 CR 521 E East Drive E East Drive 3 Major Collector 1 Asphalt 28.0 680 106 2,223 90 70 89 85 Strng Excellent 0 11 85 3.7 89 10.0 8.8 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 3170 3170 - CR 521 4 5,589 16,583 69 Good 2 3 11330 2570 90 CR 521 E East Drive E South Street 3 Major Collector 1 Asphalt 28.0 122 19 398 77 56 85 74 Strng V Good 8 14 74 4.1 85 10.0 8.3 9.2 10.0 10.0 10.0 10.0 9.9 10.0 Zone 1 10 1,171,765 66 6 62 1 3170 3170 - CR 521 4 5,589 16,583 69 Good 2 3 11055 2580 10 CR 521 E South Street E Mill Street 3 Major Collector 1 Asphalt 28.0 407 63 1,330 97 83 89 92 Strng Excellent 0 3 92 3.0 89 10.0 9.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3180 3180 - CR 521 5 2,066 6,749 90 Excellent 3 3 1



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1539 2580 20 CR 521 E Mill Street S Church Street 3 Major Collector 1 Asphalt 28.0 669 104 2,186 92 76 95 89 Strng Excellent 0 8 89 3.1 95 10.0 9.2 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 3180 3180 - CR 521 5 2,066 6,749 90 Excellent 3 3 11538 2580 30 CR 521 S Church Street E Park 3 Major Collector 1 Asphalt 28.0 182 28 595 96 83 64 85 Mod Excellent 0 4 85 2.9 64 10.0 9.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Zone 1 10 1,171,765 66 6 62 1 3180 3180 - CR 521 5 2,066 6,749 90 Excellent 3 3 11537 2580 40 CR 521 E Park S Pearl 3 Major Collector 1 Asphalt 28.0 374 58 1,221 94 80 96 91 Strng Excellent 0 6 91 3.0 96 10.0 9.4 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 3180 3180 - CR 521 5 2,066 6,749 90 Excellent 3 3 11536 2580 50 CR 521 S Pearl Bayfield Parkway 3 Major Collector 1 Asphalt 28.0 434 67 1,417 94 79 89 89 Strng Excellent 0 6 89 4.8 89 10.0 9.4 10.0 10.0 10.0 10.0 10.0 9.8 10.0 Zone 1 10 1,171,765 66 6 62 1 3180 3180 - CR 521 5 2,066 6,749 90 Excellent 3 3 11989 2590 10 CR 523 CR 521 CR 521 + 827 ft 5 Local 1 Asphalt 21.0 827 97 2,027 27 49 34 34 Weak Poor 51 22 34 5.1 34 9.6 7.8 5.5 10.0 9.5 10.0 10.0 9.1 10.0 Zone 1 10 1,171,765 66 6 62 1 3190 3190 - CR 523 1 827 2,027 34 Poor 1 5 1

Appendix B

5 Year $1M/year Rehabilitation Plan by Segment

IMS Infrastructure Management Services LPCO_ESA_2017_Rev4c_FunCL_Changes, Rehab By Segment, 3/15/2018 Page 1 of 10

County of La Plata, CO Current PCI Date: 11/22/2017

Street Inventory and Five Year Rehabilitation Plan By Segment $1000k/Year Rehabilitation Plan Analysis Start Date: 1/1/2018

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2257 1000 10 CR 100 CR 105 CR 105 + 2640 ft 5 1 28.0 2,640 411 8,624 60 59 Zone 1 10 1000 6,255 64 0 Fall Thru Yr 2 0 0 51

1654 1000 20 CR 100 CR 105 + 2640 ft CR 105 + 5280 ft 5 1 30.0 2,640 440 9,240 67 67 Zone 1 10 1000 6,255 64 0 Fall Thru Yr 2 0 0 59

2258 1000 30 CR 100 CR 105 + 5280 ft CR 104 5 1 25.0 975 135 2,844 72 72 Zone 1 10 1000 6,255 64 0 Fall Thru Yr 2 0 0 65

1653 1000 40 CR 100 CR 104 CR 103 5 1 24.0 3,930 524 11,003 79 79 Zone 1 10 1010 7,931 79 0 Not Selected 0 0 73


2073 1000 60 CR 100 CR 102 Hwy 140 5 1 26.0 2,672 386 8,106 77 77 Zone 1 10 1010 7,931 79 0 Not Selected 0 0 71

1661 1010 10 CR 100 Hwy 140 CR 101 5 1 26.0 2,630 380 7,978 55 55 Zone 1 10 1020 8,706 58 0 Fall Thru Yr 3 0 0 45

1660 1010 20 CR 100 CR 101 Church Hollow Dr 5 1 26.0 1,276 184 3,872 56 55 Zone 1 10 1020 8,706 58 0 Fall Thru Yr 3 0 0 46

1659 1010 30 CR 100 Church Hollow Dr CR 134 5 1 26.0 3,988 576 12,096 58 58 Zone 1 10 1020 8,706 58 0 Fall Thru Yr 3 0 0 48

1986 1020 10 CR 119 EOP Alkali Gulch Road 5 1 22.0 1,886 231 4,842 45 44 Zone 1 10 1030 5,664 52 0 Fall Thru Yr 1 0 0 34

1878 1020 20 CR 119 Alkali Gulch Road Trail Road 5 1 23.0 616 79 1,652 43 42 Zone 1 10 1030 5,664 52 0 Fall Thru Yr 1 0 0 32

1230 1020 30 CR 119 Trail Road CR 101 5 1 23.0 3,162 404 8,484 60 59 Zone 1 10 1030 5,664 52 0 Fall Thru Yr 1 0 0 50

1229 1020 40 CR 119 CR 101 EASYGATE RANCH RD 5 1 23.0 2,579 330 6,921 51 50 Zone 1 10 1040 6,170 64 0 Fall Thru Yr 2 0 0 40

1319 1020 50 CR 119 EASYGATE RANCH RD Hwy 140 5 1 22.0 3,590 439 9,215 75 75 Zone 1 10 1040 6,170 64 0 Fall Thru Yr 2 0 0 69

1065 1030 10 CR 120 CR 121 CR 122 5 1 27.0 3,948 592 12,437 66 66 Zone 1 10 1050 9,154 69 0 Fall Thru Yr 5 0 0 57




2260 1030 50 CR 120 CR 123 + 5280 ft Hwy 140 5 1 28.0 945 147 3,087 60 59 Zone 1 10 1060 6,225 63 0 Fall Thru Yr 2 0 0 51

1671 1050 10 CR 120 NW END Cougar Way 5 1 29.0 663 107 2,242 59 59 Zone 1 10 1070 5,943 49 0 Fall Thru Yr 4 0 0 50

2223 1050 20 CR 120 Cougar Way Cougar Way + 2640 ft 5 1 28.0 2,640 411 8,624 44 43 Zone 1 10 1070 5,943 49 0 Fall Thru Yr 4 0 0 35

1670 1050 30 CR 120 Cougar Way + 2640 ft Cougar Way + 5280 ft 5 1 25.0 2,640 367 7,700 54 54 Zone 1 10 1070 5,943 49 0 Fall Thru Yr 4 0 0 45

2224 1050 40 CR 120 Cougar Way + 5280 ft Cross Creek Road 5 1 27.0 2,236 335 7,044 40 39 Zone 1 10 1080 7,512 42 0 Fall Thru Yr 1 0 0 31

2061 1050 50 CR 120 Cross Creek Road Hwy 140 5 1 25.0 5,275 733 15,386 44 43 Zone 1 10 1080 7,512 42 0 Fall Thru Yr 1 0 0 35

1748 1070 10 CR 124 Hwy 160 Indian Shadow Pass 5 1 23.0 2,995 383 8,037 57 56 Zone 1 10 1090 5,635 55 0 Fall Thru Yr 2 0 0 47

2155 1070 20 CR 124 Indian Shadow Pass Indian Shadow Pass + 2640 ft 5 1 21.0 2,640 308 6,468 54 54 Zone 1 10 1090 5,635 55 0 Fall Thru Yr 2 0 0 44

2156 1070 30 CR 124 Indian Shadow Pass + 2640 ft Indian Shadow Pass + 5280 ft 5 1 22.0 2,640 323 6,776 43 42 Zone 1 10 1100 5,280 43 0 Fall Thru Yr 1 0 0 33



2158 1070 60 CR 124 Indian Shadow Pass + 10560 ft Winding River Road 5 1 22.0 306 37 787 44 43 Zone 1 10 1110 6,936 43 0 Fall Thru Yr 1 0 0 34

1746 1070 70 CR 124 Winding River Road Stoney Ridge Rd 5 1 22.0 3,989 488 10,239 44 43 Zone 1 10 1110 6,936 43 0 Fall Thru Yr 1 0 0 34

2233 1070 80 CR 124 Stoney Ridge Rd Stoney Ridge Rd + 2640 ft 5 1 22.0 2,640 323 6,776 57 56 Zone 1 10 1120 6,451 51 0 Fall Thru Yr 1 0 0 47

2006 1070 90 CR 124 Stoney Ridge Rd + 2640 ft Stoney Ridge Rd + 5280 ft 5 1 26.0 2,640 381 8,008 50 49 Zone 1 10 1120 6,451 51 0 Fall Thru Yr 1 0 0 39

2234 1070 100 CR 124 Stoney Ridge Rd + 5280 ft EOP 5 1 22.0 1,171 143 3,005 44 43 Zone 1 10 1120 6,451 51 0 Fall Thru Yr 1 0 0 35

1247 1090 10 CR 125 SW END Hwy 140 5 1 29.0 1,819 293 6,153 58 58 Zone 1 10 1130 1,819 58 0 Fall Thru Yr 3 0 0 48

1941 1100 10 CR 125 NW END CR 141 5 1 30.0 370 62 1,296 88 88 Zone 1 10 1220 9,409 66 0 Fall Thru Yr 3 0 0 83

1807 1110 10 CR 133 CR 100 CR 133a 5 1 22.0 423 52 1,085 57 56 Zone 1 10 1020 8,706 58 0 Fall Thru Yr 3 0 0 48

2003 1110 20 CR 133 CR 133a CR 133d 5 1 27.0 389 58 1,226 84 84 Zone 1 10 1020 8,706 58 0 Fall Thru Yr 3 0 0 79

2087 1130 10 CR 134 S END CR 100 5 1 22.0 1,669 204 4,283 59 59 Zone 1 10 1160 1,669 59 0 Fall Thru Yr 4 0 0 49

1667 1130 20 CR 134 CR 100 CR 133f 5 1 23.0 406 52 1,091 46 45 Zone 1 10 1170 9,070 46 0 Fall Thru Yr 3 0 0 36

1666 1130 30 CR 134 CR 133f CR 133e 5 1 21.0 395 46 969 49 48 Zone 1 10 1170 9,070 46 0 Fall Thru Yr 3 0 0 38

1665 1130 40 CR 134 CR 133e CR 102 5 1 23.0 4,500 575 12,074 47 46 Zone 1 10 1170 9,070 46 0 Fall Thru Yr 3 0 0 36

2064 1130 50 CR 134 CR 102 Hwy 140 5 1 21.0 3,769 440 9,234 46 45 Zone 1 10 1170 9,070 46 0 Fall Thru Yr 3 0 0 36

2225 1140 10 CR 141 Hwy 140 Hwy 140 + 2640 ft 3 1 27.0 2,640 396 8,316 66 66 Zone 1 10 1180 7,446 67 0 Fall Thru Yr 3 0 0 56

1669 1140 20 CR 141 Hwy 140 + 2640 ft Hwy 140 + 5280 ft 3 1 23.0 2,640 337 7,084 61 61 Zone 1 10 1180 7,446 67 0 Fall Thru Yr 3 0 0 50

2226 1140 30 CR 141 Hwy 140 + 5280 ft CR 126 3 1 27.0 2,166 325 6,822 73 73 Zone 1 10 1180 7,446 67 0 Fall Thru Yr 3 0 0 65




2165 1140 70 CR 141 CR 126 + 7920 ft CR 136 3 1 24.0 2,545 339 7,126 53 53 Zone 1 10 1190 10,465 55 0 Fall Thru Yr 1 0 0 42





2154 1150 50 CR 141 CR 136 + 10560 ft Heritage Road 3 1 32.0 607 108 2,267 78 78 Zone 1 10 1210 3,580 79 0 Not Selected 0 0 71

1693 1150 60 CR 141 Heritage Road Huntington Road 3 1 32.0 408 72 1,521 77 77 Zone 1 10 1210 3,580 79 0 Not Selected 0 0 69

1692 1150 70 CR 141 Huntington Road Dream Catcher Lane 3 1 32.0 2,007 357 7,492 79 79 Zone 1 10 1210 3,580 79 0 Not Selected 0 0 72

2047 1150 80 CR 141 Dream Catcher Lane CR 211 3 1 25.0 559 78 1,630 81 81 Zone 1 10 1210 3,580 79 0 Not Selected 0 0 75

1882 1150 90 CR 141 CR 211 D & Rg Drive 3 1 25.0 2,074 288 6,048 61 61 Zone 1 10 1220 9,409 66 0 Fall Thru Yr 3 0 0 49

1881 1150 100 CR 141 D & Rg Drive Rendezvous Trail 3 1 32.0 1,242 221 4,637 68 68 Zone 1 10 1220 9,409 66 0 Fall Thru Yr 3 0 0 58

1880 1150 110 CR 141 Rendezvous Trail Colonial Drive 3 1 30.0 2,090 348 7,315 55 55 Zone 1 10 1220 9,409 66 0 Fall Thru Yr 3 0 0 44

1983 1150 120 CR 141 Colonial Drive CR 125 3 1 32.0 592 105 2,210 70 70 Zone 1 10 1220 9,409 66 0 Fall Thru Yr 3 0 0 61

1808 1150 130 CR 141 CR 125 Peak Trail 3 1 25.0 1,961 272 5,720 75 75 Zone 1 10 1220 9,409 66 0 Fall Thru Yr 3 0 0 66




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2001 1150 140 CR 141 Peak Trail CR 210 3 1 38.0 1,080 228 4,787 67 67 Zone 1 10 1220 9,409 66 0 Fall Thru Yr 3 0 0 55


1902 1170 10 CR 141 CR 142 Spring Road 2 1 24.0 2,927 390 8,196 73 73 Zone 1 10 1240 5,567 65 0 Fall Thru Yr 3 0 0 64

2113 1170 20 CR 141 Spring Road Spring Road + 2640 ft 2 1 31.0 2,640 455 9,548 60 59 Zone 1 10 1240 5,567 65 0 Fall Thru Yr 3 0 0 47

2114 1170 30 CR 141 Spring Road + 2640 ft Spring Road + 5280 ft 2 1 29.0 2,640 425 8,932 59 59 Zone 1 10 1250 5,280 63 0 Fall Thru Yr 1 0 0 47

2115 1170 40 CR 141 Spring Road + 5280 ft Spring Road + 7920 ft 2 1 29.0 2,640 425 8,932 66 66 Zone 1 10 1250 5,280 63 0 Fall Thru Yr 1 0 0 55

1963 1170 50 CR 141 Spring Road + 7920 ft Spring Road + 10560 ft 2 1 31.0 2,640 455 9,548 74 74 Zone 1 10 1260 5,698 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.50 0 81,158 81,158 160,302 85

2116 1170 60 CR 141 Spring Road + 10560 ft Spring Road + 12294 ft 2 1 30.0 1,734 289 6,068 56 55 Zone 1 10 1260 5,698 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.50 0 51,578 51,578 160,302 85

1228 1170 70 CR 141 Spring Road + 12294 ft Hwy 160 2 1 15.0 1,059 88 1,854 80 80 Zone 1 10 1260 5,698 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.50 0 15,759 15,759 160,302 85

1962 1170 80 CR 141 Hwy 160 Hwy 160 2 1 45.0 265 66 1,389 80 80 Zone 1 10 1260 5,698 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.50 0 11,807 11,807 160,302 85

1259 1180 10 CR 142 CR 141 Tomahawk Trail 5 1 32.0 1,610 286 6,012 42 41 Zone 1 10 1270 3,627 43 0 Fall Thru Yr 1 0 0 32

1280 1180 20 CR 142 Tomahawk Trail Wildcat Road 5 1 28.0 158 25 516 47 46 Zone 1 10 1270 3,627 43 0 Fall Thru Yr 1 0 0 37

1279 1180 30 CR 142 Wildcat Road Lower Road 5 1 25.0 1,109 154 3,235 41 40 Zone 1 10 1270 3,627 43 0 Fall Thru Yr 1 0 0 31

1278 1180 40 CR 142 Lower Road Spring Road 5 1 25.0 750 104 2,187 51 50 Zone 1 10 1270 3,627 43 0 Fall Thru Yr 1 0 0 40

1929 1180 50 CR 142 Spring Road Hideaway Road 5 1 29.0 912 147 3,086 71 71 Zone 1 10 1280 4,216 75 0 Fall Thru Yr 3 0 0 64

1928 1180 60 CR 142 Hideaway Road South Fork Road 5 1 29.0 848 137 2,869 81 81 Zone 1 10 1280 4,216 75 0 Fall Thru Yr 3 0 0 76

1927 1180 70 CR 142 South Fork Road Ridge Road 5 1 24.0 1,185 158 3,318 79 79 Zone 1 10 1280 4,216 75 0 Fall Thru Yr 3 0 0 73

1926 1180 80 CR 142 Ridge Road Meadow Road 5 1 26.0 375 54 1,137 66 66 Zone 1 10 1280 4,216 75 0 Fall Thru Yr 3 0 0 57

1925 1180 90 CR 142 Meadow Road North Road 5 1 24.0 897 120 2,511 72 72 Zone 1 10 1280 4,216 75 0 Fall Thru Yr 3 0 0 64

1022 1190 10 CR 200 Hwy 550 Rockwood Drive 5 1 26.0 2,921 422 8,861 71 71 Zone 1 10 1290 3,836 71 0 Fall Thru Yr 1 0 0 64

1620 1190 20 CR 200 Rockwood Drive Glenn Drive 5 1 26.0 470 68 1,426 74 74 Zone 1 10 1290 3,836 71 0 Fall Thru Yr 1 0 0 67

1619 1190 30 CR 200 Glenn Drive Glacier Club Drive 5 1 25.0 444 62 1,296 70 70 Zone 1 10 1290 3,836 71 0 Fall Thru Yr 1 0 0 62

1618 1190 40 CR 200 Glacier Club Drive Hogan Circle 5 1 33.0 2,702 495 10,404 29 29 Zone 1 10 1300 2,702 29 0 Fall Thru Yr 1 0 0 19

1241 1200 10 CR 201 CR 203 Bouldercrest Drive 5 1 33.0 1,273 233 4,900 52 52 Zone 1 10 1310 5,091 56 0 Fall Thru Yr 2 0 0 43

1917 1200 20 CR 201 South Hermosa Acres Drive Bouldercrest Drive 5 1 33.0 1,738 319 6,691 52 52 Zone 1 10 1310 5,091 56 0 Fall Thru Yr 2 0 0 43

1918 1200 30 CR 201 Hermosa Acres Drive South Hermosa Acres Drive 5 1 29.0 851 137 2,878 60 59 Zone 1 10 1310 5,091 56 0 Fall Thru Yr 2 0 0 50

1305 1200 40 CR 201 Hermosa Acres Drive Hermosa Acres Drive + 1230 ft 5 1 26.0 1,230 178 3,732 65 65 Zone 1 10 1310 5,091 56 0 Fall Thru Yr 2 0 0 57

2243 1200 50 CR 201 Hermosa Acres Drive + 1230 ft Hermosa Acres Drive + 3870 ft 5 1 24.0 2,640 352 7,392 41 40 Zone 1 10 1320 5,913 38 0 Not Selected 0 0 32

1949 1200 60 CR 201 Hermosa Acres Drive + 3870 ft Hermosa Acres Drive + 6510 ft 5 1 24.0 2,640 352 7,392 37 36 Zone 1 10 1320 5,913 38 0 Not Selected 0 0 28

2244 1200 70 CR 201 Hermosa Acres Drive + 6510 ft NORTH END 5 1 31.0 633 109 2,289 39 38 Zone 1 10 1320 5,913 38 0 Not Selected 0 0 30

1024 1220 10 CR 202 CR 203 NW END 5 1 22.0 4,291 524 11,014 55 55 Zone 1 10 1330 4,291 55 0 Fall Thru Yr 2 0 0 46

2026 1240 10 CR 203 Animas View Drive Heather Lane 3 1 26.0 2,362 341 7,164 41 40 Zone 1 10 1340 10,034 38 0 Fall Thru Yr 5 0 0 29

2025 1240 20 CR 203 Heather Lane Spring Creek Drive 3 1 27.0 896 134 2,824 49 48 Zone 1 10 1340 10,034 38 0 Fall Thru Yr 5 0 0 37

2241 1240 30 CR 203 Spring Creek Drive Spring Creek Drive + 2640 ft 3 1 26.0 2,640 381 8,008 34 34 Zone 1 10 1340 10,034 38 0 Fall Thru Yr 5 0 0 23

1757 1240 40 CR 203 Spring Creek Drive + 2640 ft Spring Creek Drive + 5280 ft 3 1 25.0 2,640 367 7,700 39 38 Zone 1 10 1340 10,034 38 0 Fall Thru Yr 5 0 0 26

2242 1240 50 CR 203 Spring Creek Drive + 5280 ft Twilight Trails Circle 3 1 22.0 1,496 183 3,839 36 36 Zone 1 10 1340 10,034 38 0 Fall Thru Yr 5 0 0 23

2024 1240 60 CR 203 Twilight Trails Circle Waterfall Lane 3 1 23.0 3,194 408 8,570 42 41 Zone 1 10 1350 8,474 40 0 Not Selected 0 0 30

2196 1240 70 CR 203 Waterfall Lane Waterfall Lane + 2640 ft 5 1 29.0 2,640 425 8,932 44 43 Zone 1 10 1350 8,474 40 0 Not Selected 0 0 34

2197 1240 80 CR 203 Waterfall Lane + 2640 ft Waterfall Lane + 5280 ft 5 1 22.0 2,640 323 6,776 34 34 Zone 1 10 1350 8,474 40 0 Not Selected 0 0 24

1758 1240 90 CR 203 Waterfall Lane + 5280 ft Waterfall Lane + 7920 ft 5 1 20.0 2,640 293 6,160 33 33 Zone 1 10 1360 6,510 40 0 Fall Thru Yr 1 0 0 23

2198 1240 100 CR 203 Waterfall Lane + 7920 ft Red Ridge Road 5 1 20.0 1,509 168 3,522 31 30 Zone 1 10 1360 6,510 40 0 Fall Thru Yr 1 0 0 22

2023 1240 110 CR 203 Red Ridge Road CR 252 5 1 20.0 2,361 262 5,509 56 55 Zone 1 10 1360 6,510 40 0 Fall Thru Yr 1 0 0 46

1770 1250 10 CR 203 CR 252 Gleneagles Drive 4 1 22.0 2,405 294 6,174 58 58 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 48

1769 1250 20 CR 203 Gleneagles Drive Valley Court 4 1 20.0 688 76 1,606 48 47 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 36

1768 1250 30 CR 203 Valley Court Estancia Loop 4 1 21.0 764 89 1,872 50 49 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 38

1767 1250 40 CR 203 Estancia Loop Tripp Creek Road 4 1 25.0 2,167 301 6,321 38 37 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 27

1766 1250 50 CR 203 Tripp Creek Road Mulberry Way 4 1 25.0 114 16 331 45 44 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 35

1765 1250 60 CR 203 Mulberry Way Sanctuary Lane 4 1 31.0 705 121 2,549 35 35 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 24

1764 1250 70 CR 203 Sanctuary Lane Orchard Lane 5 1 25.0 597 83 1,740 39 38 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 29

1763 1250 80 CR 203 Orchard Lane Bruce Lane 5 1 24.0 702 94 1,964 43 42 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 34

1762 1250 90 CR 203 Bruce Lane Willowood Lane 5 1 29.0 609 98 2,060 34 34 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 24

1761 1250 100 CR 203 Willowood Lane Mead Lane 5 1 23.0 217 28 582 41 40 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 32

1760 1250 110 CR 203 Mead Lane CR 202 5 1 23.0 1,215 155 3,260 41 40 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 31

1759 1260 10 CR 203 CR 202 CR 201 5 1 24.0 544 73 1,523 49 48 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 38

2022 1260 20 CR 203 CR 201 Hwy 550 5 1 24.0 273 36 766 60 59 Zone 1 10 1370 11,000 44 0 Fall Thru Yr 2 0 0 51

2208 1280 10 CR 204 Jacobs Cliff Jacobs Cliff + 2640 ft 3 1 24.0 2,640 352 7,392 42 41 Zone 1 10 1390 10,422 41 0 Fall Thru Yr 1 0 0 31

2209 1280 20 CR 204 Jacobs Cliff + 2640 ft Jacobs Cliff + 5280 ft 3 1 25.0 2,640 367 7,700 40 39 Zone 1 10 1390 10,422 41 0 Fall Thru Yr 1 0 0 29

1730 1280 30 CR 204 Jacobs Cliff + 5280 ft Jacobs Cliff + 7920 ft 3 1 21.0 2,640 308 6,468 48 47 Zone 1 10 1390 10,422 41 0 Fall Thru Yr 1 0 0 36

2210 1280 40 CR 204 Jacobs Cliff + 7920 ft Twelve Point Buck Trail 3 1 22.0 509 62 1,307 36 36 Zone 1 10 1390 10,422 41 0 Fall Thru Yr 1 0 0 24

1476 1280 50 CR 204 Twelve Point Buck Trail CR 205 3 1 21.0 1,993 233 4,884 35 35 Zone 1 10 1390 10,422 41 0 Fall Thru Yr 1 0 0 24

1458 1290 10 CR 204 CR 205 Mountain Memories Lane 5 1 22.0 1,919 235 4,925 66 66 Zone 1 10 1400 3,011 72 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 5.75 0 28,319 28,319 45,178 81

1752 1290 20 CR 204 Mountain Memories LN FS 171 Junction Creek Rd 5 1 23.0 1,093 140 2,932 81 81 Zone 1 10 1400 3,011 72 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 5.75 0 16,859 16,859 45,178 81

1729 1310 10 CR 205 CR 204 Turtle Lake Meadows Drive 4 1 30.0 547 91 1,914 69 69 Zone 1 10 1410 7,747 70 0 Not Selected 0 0 61




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1728 1310 20 CR 205 Turtle Lake Meadows Drive Chapman Lane 4 1 28.0 4,770 742 15,582 67 67 Zone 1 10 1410 7,747 70 0 Not Selected 0 0 58

1727 1310 30 CR 205 Chapman Lane Misty Lane 4 1 23.0 2,430 311 6,521 76 76 Zone 1 10 1410 7,747 70 0 Not Selected 0 0 69

1726 1310 40 CR 205 Misty Lane Lee Street 4 1 27.0 631 95 1,987 85 85 Zone 1 10 1420 3,431 82 0 Fall Thru Yr 2 0 0 80

1725 1310 50 CR 205 Lee Street Magpie Trail 4 1 25.0 619 86 1,806 81 81 Zone 1 10 1420 3,431 82 0 Fall Thru Yr 2 0 0 75

1724 1310 60 CR 205 Magpie Trail White Cliff Drive 4 1 23.0 661 84 1,774 84 84 Zone 1 10 1420 3,431 82 0 Fall Thru Yr 2 0 0 79

1723 1310 70 CR 205 White Cliff Drive Falls Creek Circle 4 1 24.0 603 80 1,689 79 79 Zone 1 10 1420 3,431 82 0 Fall Thru Yr 2 0 0 73

1722 1310 80 CR 205 Falls Creek Circle Falls Creek Circle 4 1 22.0 916 112 2,352 82 82 Zone 1 10 1420 3,431 82 0 Fall Thru Yr 2 0 0 76

2143 1310 90 CR 205 Falls Creek Circle Falls Creek Circle + 2640 ft 5 1 22.0 2,640 323 6,776 62 61 Zone 1 10 1430 5,280 63 0 Fall Thru Yr 1 0 0 51

2144 1310 100 CR 205 Falls Creek Circle + 2640 ft Falls Creek Circle + 5280 ft 5 1 26.0 2,640 381 8,008 65 65 Zone 1 10 1430 5,280 63 0 Fall Thru Yr 1 0 0 55



2146 1310 130 CR 205 Falls Creek Circle + 10560 ft Fall Creek Main 5 1 26.0 878 127 2,664 75 75 Zone 1 10 1440 6,158 67 0 Fall Thru Yr 4 0 0 68



2188 1330 30 CR 207 Hwy 160 + 5280 ft CR 208 5 1 23.0 576 74 1,546 57 56 Zone 1 10 1460 7,546 51 0 Fall Thru Yr 1 0 0 48









2111 1350 60 CR 210 CR 141 + 13200 ft CR 141 + 15840 ft 3 1 25.0 2,640 367 7,700 48 47 Zone 1 10 1490 5,280 46 3 Selected Yr 3 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 334,950 334,950 669,900 90

1795 1350 70 CR 210 CR 141 + 15840 ft CR 141 + 18480 ft 3 1 25.0 2,640 367 7,700 45 44 Zone 1 10 1490 5,280 46 3 Selected Yr 3 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 334,950 334,950 669,900 90

2112 1350 80 CR 210 CR 141 + 18480 ft CR 212 3 1 25.0 1,017 141 2,968 80 80 Zone 1 10 1500 1,087 80 5 Non-Crtcl Yr 5 23 Surface Trtmnt / Chip Seal + Strctrl Ptch 7.25 0 21,518 21,518 22,990 85

2014 1350 90 CR 210 CR 212 Boat Ramp Road 3 1 25.0 70 10 203 85 85 Zone 1 10 1500 1,087 80 5 Non-Crtcl Yr 5 23 Surface Trtmnt / Chip Seal + Strctrl Ptch 7.25 0 1,472 1,472 22,990 85

2205 1350 100 CR 210 Boat Ramp Road Boat Ramp Road + 2640 ft 3 1 25.0 2,640 367 7,700 50 49 Zone 1 10 1510 9,042 41 0 Fall Thru Yr 1 0 0 36

2206 1350 110 CR 210 Boat Ramp Road + 2640 ft Boat Ramp Road + 5280 ft 3 1 31.0 2,640 455 9,548 32 32 Zone 1 10 1510 9,042 41 0 Fall Thru Yr 1 0 0 20

1883 1350 120 CR 210 Boat Ramp Road + 5280 ft Boat Ramp Road + 7920 ft 3 1 28.0 2,640 411 8,624 41 40 Zone 1 10 1510 9,042 41 0 Fall Thru Yr 1 0 0 28

2207 1350 130 CR 210 Boat Ramp Road + 7920 ft Smelter Place 3 1 29.0 608 98 2,057 62 61 Zone 1 10 1510 9,042 41 0 Fall Thru Yr 1 0 0 51

1981 1350 140 CR 210 Smelter Place Frontage Road 3 1 30.0 515 86 1,801 32 32 Zone 1 10 1510 9,042 41 0 Fall Thru Yr 1 0 0 20



2246 1370 30 CR 213 Hwy 550 + 5280 ft El Co Court 5 1 25.0 1,330 185 3,879 92 92 Zone 1 10 1520 6,610 84 0 Fall Thru Yr 4 0 0 86

1744 1370 40 CR 213 El Co Court El Co Court + 1850 ft 5 1 27.0 1,850 278 5,829 82 82 Zone 1 10 1530 8,134 84 0 Fall Thru Yr 3 0 0 77

1743 1370 50 CR 213 El Co Court + 1850 ft Animas River Road 5 1 26.0 3,643 526 11,051 83 83 Zone 1 10 1530 8,134 84 0 Fall Thru Yr 3 0 0 78

2251 1370 60 CR 213 Animas River Road Animas River Road + 2640 ft 5 1 24.0 2,640 352 7,392 87 87 Zone 1 10 1530 8,134 84 0 Fall Thru Yr 3 0 0 82

1742 1370 70 CR 213 Animas River Road + 2640 ft Animas River Road + 5280 ft 5 1 24.0 2,640 352 7,392 74 74 Zone 1 10 1540 6,472 70 0 Not Selected 0 0 67

2252 1370 80 CR 213 Animas River Road + 5280 ft Rancho Durango Road 5 1 25.0 1,192 166 3,477 65 65 Zone 1 10 1540 6,472 70 0 Not Selected 0 0 56

2231 1370 90 CR 213 Rancho Durango Road Rancho Durango Road + 2640 ft 5 1 24.0 2,640 352 7,392 68 68 Zone 1 10 1540 6,472 70 0 Not Selected 0 0 59

1741 1370 100 CR 213 Rancho Durango Road + 2640 ft Rancho Durango Road + 5280 ft 5 1 26.0 2,640 381 8,008 85 85 Zone 1 10 1550 5,605 82 0 Fall Thru Yr 1 0 0 80

2232 1370 110 CR 213 Rancho Durango Road + 5280 ft Yeager Drive 5 1 25.0 2,045 284 5,965 79 79 Zone 1 10 1550 5,605 82 0 Fall Thru Yr 1 0 0 73

1740 1370 120 CR 213 Yeager Drive La Posta Canyon Road 5 1 25.0 919 128 2,682 78 78 Zone 1 10 1550 5,605 82 0 Fall Thru Yr 1 0 0 72

1739 1370 130 CR 213 La Posta Canyon Road Willimax Lane 5 1 26.0 4,411 637 13,380 61 61 Zone 1 10 1560 8,830 66 0 Fall Thru Yr 3 0 0 50

1738 1370 140 CR 213 Willimax Lane Private Oil Gas (GISID 9085) 5 1 25.0 4,419 614 12,888 72 72 Zone 1 10 1560 8,830 66 0 Fall Thru Yr 3 0 0 64

2253 1370 150 CR 213 Private Oil Gas (GISID 9085) Private Oil Gas (GISID 9085) + 2640 ft 5 1 25.0 2,640 367 7,700 67 67 Zone 1 10 1570 6,460 66 0 Fall Thru Yr 3 0 0 58

2028 1370 160 CR 213 Private Oil Gas (GISID 9085) + 2640 ft Private Oil Gas (GISID 9085) + 5280 ft 5 1 26.0 2,640 381 8,008 63 63 Zone 1 10 1570 6,460 66 0 Fall Thru Yr 3 0 0 53

2254 1370 170 CR 213 Private Oil Gas (GISID 9085) + 5280 ft CR 214 5 1 25.0 1,180 164 3,442 73 73 Zone 1 10 1570 6,460 66 0 Fall Thru Yr 3 0 0 65

1813 1380 10 CR 213 CR 214 CR 214 + 297 ft 4 1 25.0 297 41 868 76 76 Zone 1 10 1580 9,363 86 0 Fall Thru Yr 5 0 0 69

1812 1380 20 CR 213 CR 214 + 297 ft CR 214 + 549 ft 4 1 25.0 252 35 734 89 89 Zone 1 10 1580 9,363 86 0 Fall Thru Yr 5 0 0 83




2204 1380 60 CR 213 CR 214 + 8469 ft CR 213 (Funcl Change @ 9363 ft) 4 1 25.0 894 124 2,608 86 86 Zone 1 10 1580 9,363 86 0 Fall Thru Yr 5 0 0 81

2183 1390 10 CR 213 CR 213 (Funcl Change @ 9363 ft) CR 213 (Funcl Change @ 9363 ft) + 2640 ft 4 1 25.0 2,640 367 7,700 83 83 Zone 1 10 1590 5,733 81 0 Fall Thru Yr 1 0 0 77

1816 1390 20 CR 213 CR 213 (Funcl Change @ 9363 ft) + 2640 ft CR 213 (Funcl Change @ 9363 ft) + 5280 ft 4 1 25.0 2,640 367 7,700 81 81 Zone 1 10 1590 5,733 81 0 Fall Thru Yr 1 0 0 75

2184 1390 30 CR 213 CR 213 (Funcl Change @ 9363 ft) + 5280 ft Terrace Place 4 1 25.0 453 63 1,320 72 72 Zone 1 10 1590 5,733 81 0 Fall Thru Yr 1 0 0 64

1815 1390 40 CR 213 Terrace Place Wheeler Road 4 1 25.0 217 30 633 59 59 Zone 1 10 1600 8,640 55 0 Fall Thru Yr 2 0 0 47

1814 1390 50 CR 213 Wheeler Road Jack Rabbit Trail 4 1 25.0 4,882 678 14,239 59 59 Zone 1 10 1600 8,640 55 0 Fall Thru Yr 2 0 0 47

1999 1390 60 CR 213 Jack Rabbit Trail Air Park Drive 4 1 25.0 3,541 492 10,329 51 50 Zone 1 10 1600 8,640 55 0 Fall Thru Yr 2 0 0 38

2027 1390 70 CR 213 Air Park Drive Moose Lane 4 1 25.0 1,158 161 3,377 73 73 Zone 1 10 1610 6,044 64 0 Fall Thru Yr 2 0 0 65

2038 1390 80 CR 213 Moose Lane River Road 4 1 25.0 2,246 312 6,552 64 64 Zone 1 10 1610 6,044 64 0 Fall Thru Yr 2 0 0 55




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2227 1390 90 CR 213 River Road River Road + 2640 ft 4 1 30.0 2,640 440 9,240 61 61 Zone 1 10 1610 6,044 64 0 Fall Thru Yr 2 0 0 50

1711 1390 100 CR 213 River Road + 2640 ft River Road + 5280 ft 4 1 24.0 2,640 352 7,392 67 67 Zone 1 10 1620 5,849 59 0 Fall Thru Yr 4 0 0 57

2228 1390 110 CR 213 River Road + 5280 ft Mercury Village Drive 4 1 25.0 2,065 287 6,023 55 55 Zone 1 10 1620 5,849 59 0 Fall Thru Yr 4 0 0 45

2041 1390 120 CR 213 Mercury Village Drive Frontage Road 4 1 32.0 1,144 203 4,271 51 50 Zone 1 10 1620 5,849 59 0 Fall Thru Yr 4 0 0 39

1780 1410 10 CR 214 CR 215 Rainbow Road 5 1 40.0 72 16 337 94 94 Zone 1 10 1630 976 89 0 Not Selected 0 0 87

1779 1410 20 CR 214 Rainbow Road Trout Springs Trail 5 1 26.0 903 130 2,740 88 88 Zone 1 10 1630 976 89 0 Not Selected 0 0 83

1778 1410 30 CR 214 Trout Springs Trail Private Oil Gas (GISID 7400) 5 1 32.0 2,314 411 8,640 73 73 Zone 1 10 1640 6,035 74 0 Fall Thru Yr 2 0 0 66

1777 1410 40 CR 214 Private Oil Gas (GISID 7400) Kit Fox Lane 5 1 26.0 976 141 2,960 74 74 Zone 1 10 1640 6,035 74 0 Fall Thru Yr 2 0 0 67

2017 1410 50 CR 214 Kit Fox Lane Hwy 550 5 1 26.0 2,745 396 8,326 74 74 Zone 1 10 1640 6,035 74 0 Fall Thru Yr 2 0 0 67


1242 1430 10 CR 214 Hwy 550 + 2640 ft EOP 5 1 18.0 466 47 978 40 39 Zone 1 10 1650 3,106 48 0 Fall Thru Yr 4 0 0 30

1111 1440 10 CR 215 EOP CR 216 5 1 29.0 105 17 356 46 45 Zone 1 10 1670 3,199 44 0 Fall Thru Yr 2 0 0 36

1456 1440 20 CR 215 CR 216 N Hylander Road 5 1 22.0 79 10 202 38 37 Zone 1 10 1670 3,199 44 0 Fall Thru Yr 2 0 0 28

1455 1440 30 CR 215 N Hylander Road N Hylander Road + 624 ft 5 1 22.0 624 76 1,600 49 48 Zone 1 10 1670 3,199 44 0 Fall Thru Yr 2 0 0 38

1454 1440 40 CR 215 N Hylander Road + 624 ft Old Homestead Mobile Home Prk 5 1 25.0 2,156 299 6,287 43 42 Zone 1 10 1670 3,199 44 0 Fall Thru Yr 2 0 0 34

1453 1440 50 CR 215 Old Homestead Mobile Home Prk Hwy 550 5 1 25.0 236 33 689 54 54 Zone 1 10 1670 3,199 44 0 Fall Thru Yr 2 0 0 45

1110 1460 10 CR 216 EOP Private Oil Gas (GISID 9757) 5 1 22.0 3,417 418 8,769 65 65 Zone 1 10 1680 4,775 66 0 Fall Thru Yr 3 0 0 55

1457 1460 20 CR 216 Private Oil Gas (GISID 9757) CR 215 5 1 21.0 1,358 158 3,327 70 70 Zone 1 10 1680 4,775 66 0 Fall Thru Yr 3 0 0 61

1952 1480 10 CR 220 Hwy 550 Hwy 550 + 555 ft 3 1 23.0 555 71 1,490 41 40 Zone 1 10 1690 4,966 49 0 Fall Thru Yr 4 0 0 29

1915 1480 20 CR 220 Hwy 550 + 555 ft Dreamy Draw 3 1 22.0 3,935 481 10,099 52 52 Zone 1 10 1690 4,966 49 0 Fall Thru Yr 4 0 0 40

1953 1490 10 CR 220 Hwy 550 Hwy 550 + 475 ft 3 1 21.0 475 55 1,165 37 36 Zone 1 10 1690 4,966 49 0 Fall Thru Yr 4 0 0 26

1951 1500 10 CR 220 Dreamy Draw CR 301 3 1 22.0 2,332 285 5,985 52 52 Zone 1 10 1710 5,115 48 0 Fall Thru Yr 3 0 0 40

1720 1500 30 CR 220 CR 301 Murray Drive 3 1 26.0 2,783 402 8,441 46 45 Zone 1 10 1710 5,115 48 0 Fall Thru Yr 3 0 0 32

1719 1500 40 CR 220 Murray Drive Whitney Way 3 1 25.0 542 75 1,582 67 67 Zone 1 10 1720 4,669 71 0 Fall Thru Yr 1 0 0 56

1718 1500 50 CR 220 Whitney Way Meadowlark Lane 3 1 21.0 865 101 2,120 72 72 Zone 1 10 1720 4,669 71 0 Fall Thru Yr 1 0 0 63

1717 1500 60 CR 220 Meadowlark Lane Linda Lane 3 1 23.0 607 78 1,629 86 86 Zone 1 10 1720 4,669 71 0 Fall Thru Yr 1 0 0 80

1716 1500 70 CR 220 Linda Lane Knolls Circle 3 1 22.0 2,290 280 5,876 70 70 Zone 1 10 1720 4,669 71 0 Fall Thru Yr 1 0 0 61

2037 1500 80 CR 220 Knolls Circle Hwy 172 3 1 23.0 365 47 979 56 55 Zone 1 10 1720 4,669 71 0 Fall Thru Yr 1 0 0 45

1731 1510 10 CR 221 Hwy 172 CR 222 5 1 25.0 1,147 159 3,344 68 68 Zone 1 10 1730 1,310 68 4 Non-Crtcl Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 7.75 0 25,916 25,916 30,496 84

2036 1510 20 CR 221 CR 222 CR 222 + 164 ft 5 1 31.0 164 28 591 70 70 Zone 1 10 1730 1,310 68 4 Non-Crtcl Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 7.75 0 4,580 4,580 30,496 84

1265 1530 10 CR 222 EOP Wrangler Way 5 1 23.0 1,628 208 4,368 68 68 Zone 1 10 1740 1,755 69 0 Fall Thru Yr 5 0 0 60

1273 1530 20 CR 222 Wrangler Way Wrangler Way + 127 ft 5 1 31.0 127 22 459 75 75 Zone 1 10 1740 1,755 69 0 Fall Thru Yr 5 0 0 68

1192 1550 10 CR 222 EOP Ranchos Florida Drive 5 1 33.0 69 13 264 59 59 Zone 1 10 1750 2,944 53 0 Fall Thru Yr 1 0 0 48

1353 1550 20 CR 222 Ranchos Florida Drive CR 510 5 1 27.0 2,875 431 9,056 53 53 Zone 1 10 1750 2,944 53 0 Fall Thru Yr 1 0 0 43

1137 1560 10 CR 222 CR 510 Apple Wood Loop 5 1 23.0 513 66 1,376 46 45 Zone 1 10 1760 3,983 41 1 Selected Yr 1 50 FWM + Thick Overlay (> 2.0 - 3.0) 40.50 0 55,728 55,728 430,313 88

1404 1560 20 CR 222 Apple Wood Loop Prarie Lane 5 1 21.0 3,250 379 7,962 39 38 Zone 1 10 1760 3,983 41 1 Selected Yr 1 50 FWM + Thick Overlay (> 2.0 - 3.0) 40.50 0 322,461 322,461 430,313 88

1794 1560 30 CR 222 WEST END Prarie Lane 5 1 50.0 221 61 1,287 56 55 Zone 1 10 1760 3,983 41 1 Selected Yr 1 50 FWM + Thick Overlay (> 2.0 - 3.0) 40.50 0 52,124 52,124 430,313 89

2031 1570 10 CR 223 SW END CR 230 5 1 22.0 2,117 259 5,434 70 70 Zone 1 10 1770 5,502 65 0 Fall Thru Yr 3 0 0 62


1398 1570 30 CR 223 CR 230 + 1011 ft CR 225/228 5 1 23.0 1,351 173 3,624 59 59 Zone 1 10 1770 5,502 65 0 Fall Thru Yr 3 0 0 48

1194 1570 40 CR 223 CR 225/228 CR 225A 5 1 25.0 1,024 142 2,986 70 70 Zone 1 10 1770 5,502 65 0 Fall Thru Yr 3 0 0 62

1997 1580 10 CR 223 CR 225A CR 225A + 519 ft 5 1 25.0 519 72 1,515 76 76 Zone 1 10 1780 5,714 70 0 Not Selected 0 0 70

1026 1580 20 CR 223 CR 225A + 519 ft Hollow Ridge Road 5 1 28.0 554 86 1,810 70 70 Zone 1 10 1780 5,714 70 0 Not Selected 0 0 62

1616 1580 30 CR 223 Hollow Ridge Road Hollow Ridge Road 5 1 25.0 125 17 364 71 71 Zone 1 10 1780 5,714 70 0 Not Selected 0 0 62

1615 1580 40 CR 223 Hollow Ridge Road Private Oil Gas (GISID 6864) 5 1 23.0 402 51 1,078 72 72 Zone 1 10 1780 5,714 70 0 Not Selected 0 0 63

1614 1580 50 CR 223 Private Oil Gas (GISID 6864) Hollow Ridge Road 5 1 32.0 1,881 334 7,024 70 70 Zone 1 10 1780 5,714 70 0 Not Selected 0 0 61

1613 1580 60 CR 223 Hollow Ridge Road D Bar K Drive 5 1 29.0 750 121 2,536 66 66 Zone 1 10 1780 5,714 70 0 Not Selected 0 0 56

1612 1580 70 CR 223 D Bar K Drive Shadow Drive 5 1 23.0 1,483 189 3,979 70 70 Zone 1 10 1780 5,714 70 0 Not Selected 0 0 61

1611 1580 80 CR 223 Shadow Drive Private Oil Gas (GISID 6682) 5 1 24.0 3,105 414 8,695 68 68 Zone 1 10 1790 10,929 69 0 Fall Thru Yr 5 0 0 59

1610 1580 90 CR 223 Private Oil Gas (GISID 6682) Red Rooster Road 5 1 27.0 3,485 523 10,979 68 68 Zone 1 10 1790 10,929 69 0 Fall Thru Yr 5 0 0 59

1609 1580 100 CR 223 Red Rooster Road Windmill Drive 5 1 25.0 433 60 1,263 78 78 Zone 1 10 1790 10,929 69 0 Fall Thru Yr 5 0 0 72

1621 1580 110 CR 223 Windmill Drive Vision Way 5 1 27.0 3,905 586 12,302 69 69 Zone 1 10 1790 10,929 69 0 Fall Thru Yr 5 0 0 61

1622 1580 120 CR 223 Vision Way Private Oil Gas (GISID 9787) 5 1 23.0 1,138 145 3,052 80 80 Zone 1 10 1800 9,506 64 0 Fall Thru Yr 2 0 0 74

1623 1580 130 CR 223 Private Oil Gas (GISID 9787) South Ridge Circle 5 1 23.0 1,886 241 5,060 67 67 Zone 1 10 1800 9,506 64 0 Fall Thru Yr 2 0 0 57

1608 1580 140 CR 223 South Ridge Circle JJ Road 5 1 30.0 764 127 2,673 61 61 Zone 1 10 1800 9,506 64 0 Fall Thru Yr 2 0 0 50

1607 1580 150 CR 223 JJ Road South Ridge Circle 5 1 24.0 1,348 180 3,774 56 55 Zone 1 10 1800 9,506 64 0 Fall Thru Yr 2 0 0 45

1624 1580 160 CR 223 South Ridge Circle Dry Creek Road 5 1 25.0 87 12 254 61 61 Zone 1 10 1800 9,506 64 0 Fall Thru Yr 2 0 0 50

1625 1580 170 CR 223 Dry Creek Road Holman Canyon Road 5 1 22.0 2,553 312 6,552 69 69 Zone 1 10 1800 9,506 64 0 Fall Thru Yr 2 0 0 60

1626 1580 180 CR 223 Holman Canyon Road Hwy 160 5 1 24.0 1,731 231 4,848 55 55 Zone 1 10 1800 9,506 64 0 Fall Thru Yr 2 0 0 44

1224 1590 10 CR 225/228 CR 223 CR 226-Rustic Rd 5 1 32.0 4,134 735 15,435 78 78 Zone 1 10 1810 7,773 75 0 Fall Thru Yr 3 0 0 72

1323 1590 20 CR 225/228 CR 226-Rustic Rd E Pioneer Drive 5 1 27.0 3,638 546 11,461 71 71 Zone 1 10 1810 7,773 75 0 Fall Thru Yr 3 0 0 63

1322 1590 30 CR 225/228 E Pioneer Drive CR 228 5 1 31.0 3,239 558 11,713 70 70 Zone 1 10 1820 4,010 71 0 Fall Thru Yr 1 0 0 62

1226 1590 40 CR 225/228 CR 228 Alpine Drive 5 1 21.0 677 79 1,660 78 78 Zone 1 10 1820 4,010 71 0 Fall Thru Yr 1 0 0 72




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1225 1590 50 CR 225/228 CR 225 Alpine Drive 5 1 22.0 94 12 242 78 78 Zone 1 10 1820 4,010 71 0 Fall Thru Yr 1 0 0 72

1798 1610 10 CR 225A CR 510 Private Oil Gas (GISID 7557) 3 1 36.0 2,043 409 8,580 78 78 Zone 1 10 1830 2,455 78 0 Fall Thru Yr 5 0 0 71

1797 1610 20 CR 225A Private Oil Gas (GISID 7557) Hwy 160 3 1 62.0 412 142 2,981 79 79 Zone 1 10 1830 2,455 78 0 Fall Thru Yr 5 0 0 72

1796 1620 10 CR 225A Hwy 160 Frontage 4 1 62.0 336 116 2,433 78 78 Zone 1 10 1840 1,813 77 0 Fall Thru Yr 4 0 0 72

2012 1620 20 CR 225A Frontage CR 223 4 1 36.0 1,477 295 6,202 76 76 Zone 1 10 1840 1,813 77 0 Fall Thru Yr 4 0 0 68

1147 1650 10 CR 228 South End CR 225 5 1 28.0 2,274 354 7,429 63 63 Zone 1 10 1850 2,274 63 0 Fall Thru Yr 1 0 0 54

1094 1660 10 CR 228 CR 225/228 Meadow View Road 4 1 25.0 1,595 222 4,653 70 70 Zone 1 10 1860 9,329 72 0 Fall Thru Yr 1 0 0 61

1478 1660 20 CR 228 Meadow View Road Waters Way 4 1 22.0 2,797 342 7,179 73 73 Zone 1 10 1860 9,329 72 0 Fall Thru Yr 1 0 0 65

1477 1660 30 CR 228 Waters Way CR 224 4 1 23.0 4,937 631 13,248 72 72 Zone 1 10 1860 9,329 72 0 Fall Thru Yr 1 0 0 63

1751 1680 10 CR 233 Three Springs Blvd Oso Grande 5 1 52.0 136 39 822 77 77 Zone 1 10 1870 4,812 45 0 Fall Thru Yr 2 0 0 71

1750 1680 20 CR 233 Oso Grande Bocea Drive 5 1 22.0 1,510 185 3,875 40 39 Zone 1 10 1870 4,812 45 0 Fall Thru Yr 2 0 0 30

1749 1680 30 CR 233 Bocea Drive Mariposa Drive 5 1 29.0 2,677 431 9,058 42 41 Zone 1 10 1870 4,812 45 0 Fall Thru Yr 2 0 0 33

1105 1680 40 CR 233 Hwy 160 Mariposa Drive 5 1 25.0 490 68 1,429 73 73 Zone 1 10 1870 4,812 45 0 Fall Thru Yr 2 0 0 66

1148 1700 10 CR 234 Hwy 172 CR 234a 2 1 40.0 874 194 4,077 64 64 Zone 1 10 1880 5,293 67 0 Fall Thru Yr 3 0 0 52

1149 1700 20 CR 234 CR 234a CR 228 2 1 25.0 4,419 614 12,889 68 68 Zone 1 10 1880 5,293 67 0 Fall Thru Yr 3 0 0 56



1452 1710 30 CR 234 CR 236 Squaw Apple Road 3 1 25.0 3,302 459 9,632 72 72 Zone 1 10 1890 9,821 69 0 Fall Thru Yr 5 0 0 63

1397 1710 50 CR 234 Squaw Apple Road Turkey Trot Lane 3 1 28.0 1,276 198 4,168 63 63 Zone 1 10 1890 9,821 69 0 Fall Thru Yr 5 0 0 53

1096 1720 10 CR 234 Turkey Trot Lane CR 225 3 1 28.0 3,448 536 11,264 67 67 Zone 1 10 1900 3,448 67 0 Fall Thru Yr 4 0 0 57






1877 1760 10 CR 240 Florida Road Ball Lane 1 1 28.0 1,482 230 4,840 70 70 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 42,350 42,350 164,299 84

1876 1760 20 CR 240 Ball Lane Sunridge Lane 1 1 28.0 399 62 1,303 71 71 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 11,401 11,401 164,299 84

1875 1760 30 CR 240 Sunridge Lane Rosetta Circle 1 1 28.0 62 10 202 68 68 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 1,768 1,768 164,299 84

1874 1760 40 CR 240 Rosetta Circle Brookstone Court 1 1 28.0 259 40 846 71 71 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 7,403 7,403 164,299 84

1873 1760 50 CR 240 Brookstone Court Sandstone Drive 1 1 28.0 564 88 1,844 64 64 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 16,135 16,135 164,299 84

1872 1760 60 CR 240 Sandstone Drive Garret 1 1 28.0 83 13 271 64 64 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 2,371 2,371 164,299 84

1871 1760 70 CR 240 Garret Timberline Drive 1 1 28.0 294 46 961 63 63 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 8,409 8,409 164,299 84

1870 1760 80 CR 240 Timberline Drive Elkridge Lane 1 1 28.0 114 18 371 60 59 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 3,246 3,246 164,299 84

1869 1760 90 CR 240 Elkridge Lane Whippoorwill Drive 1 1 28.0 388 60 1,267 66 66 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 11,086 11,086 164,299 84

1868 1760 100 CR 240 Whippoorwill Drive Wildwood Lane 1 1 28.0 2,104 327 6,872 70 70 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 60,130 60,130 164,299 84

1987 1760 110 CR 240 Wildwood Lane Chelsey Lane 1 1 28.0 1,046 163 3,416 61 61 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 29,890 29,890 116,813 82

1710 1760 120 CR 240 Chelsey Lane Ute Pass West 1 1 28.0 1,650 257 5,391 70 70 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 47,171 47,171 116,813 82

1709 1760 130 CR 240 Ute Pass West Ute Pass Road 1 1 28.0 859 134 2,806 64 64 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 24,553 24,553 116,813 82

1708 1760 140 CR 240 Ute Pass Road Durango Cliffs Drive 1 1 28.0 263 41 859 77 77 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 7,516 7,516 116,813 82

1707 1760 150 CR 240 Durango Cliffs Drive Baby Bear Road 1 1 28.0 269 42 878 80 80 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 7,683 7,683 116,813 82

1706 1760 160 CR 240 Baby Bear Road Whistling Horse Trail 1 1 28.0 2,011 313 6,569 81 81 Zone 1 10 1950 5,457 75 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.50 0 42,699 42,699 115,870 81

1705 1760 170 CR 240 Whistling Horse Trail Copper Belle South 1 1 28.0 3,446 536 11,257 71 71 Zone 1 10 1950 5,457 75 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.50 0 73,171 73,171 115,870 81

1704 1760 180 CR 240 Copper Belle South Highlands Boulevard 1 1 38.0 1,254 265 5,561 76 76 Zone 1 10 1960 6,460 77 0 Fall Thru Yr 3 0 0 67

1703 1760 190 CR 240 Highlands Boulevard Silver Queen South 1 1 34.0 1,452 274 5,759 79 79 Zone 1 10 1960 6,460 77 0 Fall Thru Yr 3 0 0 71

1702 1760 200 CR 240 Silver Queen South Silver Queen South + 1165 ft 1 1 38.0 1,165 246 5,164 76 76 Zone 1 10 1960 6,460 77 0 Fall Thru Yr 3 0 0 67

1700 1760 220 CR 240 Edgemont Highlands Drive CR 234 1 1 34.0 2,114 399 8,386 76 76 Zone 1 10 1960 6,460 77 0 Fall Thru Yr 3 0 0 67

2043 1760 230 CR 240 CR 234 CR 249 2 1 42.0 475 111 2,327 76 76 Zone 1 10 1960 6,460 77 0 Fall Thru Yr 3 0 0 68

1940 1770 10 CR 240 CR 249 Lupine Circle 2 1 35.0 771 150 3,149 76 76 Zone 1 10 1970 1,026 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 19,681 19,681 24,887 83

1939 1770 20 CR 240 Lupine Circle CR 249 2 1 28.0 255 40 833 75 75 Zone 1 10 1970 1,026 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 5,206 5,206 24,887 83


1405 1770 40 CR 240 CR 248 Taylor Ranch Road 2 1 25.0 510 71 1,488 58 58 Zone 1 10 1980 5,672 47 0 Fall Thru Yr 3 0 0 46

2249 1770 50 CR 240 Taylor Ranch Road Taylor Ranch Road + 2640 ft 2 1 25.0 2,640 367 7,700 45 44 Zone 1 10 1980 5,672 47 0 Fall Thru Yr 3 0 0 33

1248 1770 60 CR 240 Taylor Ranch Road + 2640 ft Taylor Ranch Road + 5280 ft 2 1 25.0 2,640 367 7,700 59 59 Zone 1 10 1990 7,116 59 0 Fall Thru Yr 4 0 0 46

2250 1770 70 CR 240 Taylor Ranch Road + 5280 ft CR 240a 2 1 25.0 1,237 172 3,609 51 50 Zone 1 10 1990 7,116 59 0 Fall Thru Yr 4 0 0 38

1299 1770 80 CR 240 CR 240a CR 247 2 1 25.0 3,239 450 9,446 63 63 Zone 1 10 1990 7,116 59 0 Fall Thru Yr 4 0 0 52





1195 1770 130 CR 240 CR 246 + 7920 ft CR 245 2 1 25.0 2,640 367 7,700 42 41 Zone 1 10 2010 5,428 39 5 Selected Yr 5 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 50.50 0 388,850 388,850 807,849 94

2162 1770 140 CR 240 CR 246 CR 245 2 1 38.0 110 23 488 47 46 Zone 1 10 2010 5,428 39 5 Selected Yr 5 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 50.50 0 24,644 24,644 807,849 94

1135 1770 150 CR 240 CR 245 High Trails Drive 2 1 25.0 2,678 372 7,809 38 37 Zone 1 10 2010 5,428 39 5 Selected Yr 5 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 50.50 0 394,355 394,355 807,849 94

1410 1770 160 CR 240 High Trails Drive El Gato Place 3 1 25.0 1,567 218 4,570 96 95 Zone 1 10 2020 3,505 95 0 Not Selected 0 0 87




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1409 1770 170 CR 240 El Gato Place W Los Ranchitos Drive 3 1 25.0 1,938 269 5,653 96 95 Zone 1 10 2020 3,505 95 0 Not Selected 0 0 87

1408 1770 180 CR 240 W Los Ranchitos Drive Los Ranchitos Drive 3 1 25.0 952 132 2,775 44 43 Zone 1 10 2030 5,819 45 2 Selected Yr 2 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 120,713 120,713 738,283 89

1407 1770 190 CR 240 Los Ranchitos Drive El Gato Place 3 1 25.0 440 61 1,284 53 53 Zone 1 10 2030 5,819 45 2 Selected Yr 2 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 55,854 55,854 738,283 89

1406 1770 200 CR 240 El Gato Place Trew Creek Drive 3 1 25.0 1,477 205 4,307 44 43 Zone 1 10 2030 5,819 45 2 Selected Yr 2 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 187,355 187,355 738,283 89

1249 1770 210 CR 240 Trew Creek Drive CR 243 3 1 25.0 2,951 410 8,606 47 46 Zone 1 10 2030 5,819 45 2 Selected Yr 2 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 374,361 374,361 738,283 89

1793 1780 10 CR 240 CR 501 Enchanted Forest Drive 3 1 25.0 2,817 391 8,217 80 80 Zone 1 10 2040 6,331 76 0 Fall Thru Yr 3 0 0 73

1792 1780 20 CR 240 Enchanted Forest Drive Enchanted Forest Drive 3 1 25.0 1,997 277 5,825 77 77 Zone 1 10 2040 6,331 76 0 Fall Thru Yr 3 0 0 70

1791 1780 30 CR 240 Enchanted Forest Drive Skyline Drive 3 1 25.0 1,517 211 4,423 67 67 Zone 1 10 2040 6,331 76 0 Fall Thru Yr 3 0 0 56

1790 1780 40 CR 240 Skyline Drive Groves Drive 3 1 25.0 4,761 661 13,886 74 74 Zone 1 10 2050 8,457 73 0 Fall Thru Yr 1 0 0 66

1134 1780 50 CR 240 Groves Drive CR 243 3 1 25.0 3,696 513 10,779 72 72 Zone 1 10 2050 8,457 73 0 Fall Thru Yr 1 0 0 63

1023 1800 10 CR 240a SW END CR 240 5 1 22.0 2,254 275 5,785 66 66 Zone 1 10 2060 2,254 66 0 Fall Thru Yr 3 0 0 57

1153 1810 10 CR 243 CR 240 Private Road 5 1 25.0 4,728 657 13,791 81 81 Zone 1 10 2070 8,735 83 0 Fall Thru Yr 3 0 0 76

1396 1810 20 CR 243 Private Road Private Road + 4007 ft 5 1 25.0 4,007 557 11,687 86 86 Zone 1 10 2070 8,735 83 0 Fall Thru Yr 3 0 0 81

1250 1820 10 CR 245 CR 240 EOP South 5 1 25.0 865 120 2,523 74 74 Zone 1 10 2080 865 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 5.75 0 14,507 14,507 14,507 82

1266 1830 10 CR 249 CR 240 EOP 5 1 25.0 830 115 2,421 41 40 Zone 1 10 2090 830 40 1 Selected Yr 1 53 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 43.00 0 104,103 104,103 104,103 88

1957 1840 10 CR 250 Florida Road Melissa Lane 1 1 40.0 573 127 2,674 66 66 Zone 1 10 2110 2,460 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 16,713 16,713 53,595 82

1956 1840 20 CR 250 Melissa Lane Metz lane 1 1 34.0 378 71 1,498 90 90 Zone 1 10 2110 2,460 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 9,363 9,363 53,595 82

1199 1850 10 CR 250 Metz lane Metz lane + 1350 ft 2 1 25.0 1,350 188 3,939 75 75 Zone 1 10 2110 2,460 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 24,619 24,619 53,595 83

1348 1850 20 CR 250 Metz lane + 1350 ft CR 254 2 1 25.0 159 22 464 87 87 Zone 1 10 2110 2,460 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 2,900 2,900 53,595 83

1139 1850 30 CR 250 CR 254 Hidden Falls Lane 4 1 25.0 3,375 469 9,844 67 67 Zone 1 10 2120 6,015 56 0 Fall Thru Yr 2 0 0 58

2088 1850 40 CR 250 Hidden Falls Lane Hidden Falls Lane + 2640 ft 4 1 22.0 2,640 323 6,776 41 40 Zone 1 10 2120 6,015 56 0 Fall Thru Yr 2 0 0 29

2089 1850 50 CR 250 Hidden Falls Lane + 2640 ft Hidden Falls Lane + 5280 ft 4 1 22.0 2,640 323 6,776 37 36 Zone 1 10 2130 5,280 36 4 Selected Yr 4 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 47.00 0 318,472 318,472 636,944 92

2090 1850 60 CR 250 Hidden Falls Lane + 5280 ft Hidden Falls Lane + 7920 ft 4 1 22.0 2,640 323 6,776 35 35 Zone 1 10 2130 5,280 36 4 Selected Yr 4 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 47.00 0 318,472 318,472 636,944 92

2091 1850 70 CR 250 Hidden Falls Lane + 7920 ft Hidden Falls Lane + 10560 ft 4 1 22.0 2,640 323 6,776 50 49 Zone 1 10 2140 5,280 44 0 Fall Thru Yr 2 0 0 39


2093 1850 90 CR 250 Hidden Falls Lane + 13200 ft Hidden Falls Lane + 15840 ft 4 1 22.0 2,640 323 6,776 41 40 Zone 1 10 2150 5,280 39 0 Not Selected 0 0 31

2094 1850 100 CR 250 Hidden Falls Lane + 15840 ft Hidden Falls Lane + 18480 ft 4 1 22.0 2,640 323 6,776 39 38 Zone 1 10 2150 5,280 39 0 Not Selected 0 0 29




2097 1850 140 CR 250 Hidden Falls Lane + 26400 ft CR 252 4 1 22.0 2,195 268 5,633 32 32 Zone 1 10 2170 4,835 37 0 Fall Thru Yr 5 0 0 22

2261 1860 10 CR 250 CR 252 CR 252 + 2640 ft 4 1 25.0 2,640 367 7,700 81 81 Zone 1 10 2180 5,280 80 0 Not Selected 0 0 75

1198 1860 20 CR 250 CR 252 + 2640 ft CR 252 + 5280 ft 4 1 25.0 2,640 367 7,700 79 79 Zone 1 10 2180 5,280 80 0 Not Selected 0 0 73

2262 1860 30 CR 250 CR 252 + 5280 ft Silver Trail 4 1 25.0 847 118 2,471 82 82 Zone 1 10 2190 5,764 83 0 Fall Thru Yr 3 0 0 76

1352 1860 40 CR 250 Silver Trail Redcliff Lane 4 1 25.0 4,137 575 12,068 84 84 Zone 1 10 2190 5,764 83 0 Fall Thru Yr 3 0 0 79

1351 1860 50 CR 250 Redcliff Lane Burnett Haul Road 4 1 25.0 779 108 2,272 82 82 Zone 1 10 2190 5,764 83 0 Fall Thru Yr 3 0 0 76

2179 1860 60 CR 250 Burnett Haul Road Burnett Haul Road + 2640 ft 4 1 25.0 2,640 367 7,700 80 80 Zone 1 10 2200 5,280 77 0 Fall Thru Yr 5 0 0 74

1350 1860 70 CR 250 Burnett Haul Road + 2640 ft Burnett Haul Road + 5280 ft 4 1 25.0 2,640 367 7,700 74 74 Zone 1 10 2200 5,280 77 0 Fall Thru Yr 5 0 0 67

2180 1860 80 CR 250 Burnett Haul Road + 5280 ft CR 253 4 1 25.0 240 33 700 71 71 Zone 1 10 2210 5,764 63 0 Fall Thru Yr 1 0 0 63

1197 1860 90 CR 250 CR 253 Coon Creek Lane 5 1 25.0 1,102 153 3,215 57 56 Zone 1 10 2210 5,764 63 0 Fall Thru Yr 1 0 0 47

1132 1860 100 CR 250 Coon Creek Lane Elkhorn Mountain Road 5 1 25.0 4,421 614 12,895 64 64 Zone 1 10 2210 5,764 63 0 Fall Thru Yr 1 0 0 56

1886 1860 110 CR 250 Elkhorn Mountain Road Colley Lane 5 1 25.0 5,128 712 14,957 69 69 Zone 1 10 2220 5,128 69 0 Fall Thru Yr 5 0 0 61

1885 1860 120 CR 250 Colley Lane Celadon Drive 5 1 25.0 4,206 584 12,268 71 71 Zone 1 10 2230 9,506 67 0 Fall Thru Yr 4 0 0 64

1349 1860 130 CR 250 Celadon Drive Academy Dr 5 1 25.0 4,332 602 12,636 64 64 Zone 1 10 2230 9,506 67 0 Fall Thru Yr 4 0 0 56

1977 1870 10 CR 250 Academy Dr Academy Dr + 519 ft 5 1 25.0 519 72 1,513 64 64 Zone 1 10 2230 9,506 67 0 Fall Thru Yr 4 0 0 56

1131 1870 20 CR 250 Academy Dr + 519 ft Hwy 550 5 1 25.0 449 62 1,309 53 53 Zone 1 10 2230 9,506 67 0 Fall Thru Yr 4 0 0 44

2147 1890 10 CR 250C Academy Dr Academy Dr + 2640 ft 5 1 22.0 2,640 323 6,776 77 77 Zone 1 10 2250 5,280 76 0 Fall Thru Yr 3 0 0 71

2148 1890 20 CR 250C Academy Dr + 2640 ft Academy Dr + 5280 ft 5 1 21.0 2,640 308 6,468 74 74 Zone 1 10 2250 5,280 76 0 Fall Thru Yr 3 0 0 67



2150 1890 50 CR 250C Academy Dr + 10560 ft Durango Silverton Narrow Gauge Rr 5 1 23.0 834 107 2,238 78 78 Zone 1 10 2270 3,731 76 0 Fall Thru Yr 4 0 0 72

1140 1890 60 CR 250C Hwy 550 Durango Silverton Narrow Gauge Rr 5 1 26.0 2,897 418 8,788 76 76 Zone 1 10 2270 3,731 76 0 Fall Thru Yr 4 0 0 69

1699 1900 10 CR 251 Holly Ave E Animas Village Drive 5 1 31.0 1,823 314 6,595 37 36 Zone 1 10 2280 2,780 38 0 Not Selected 0 0 28

2044 1900 20 CR 251 E Animas Village Drive Metz lane 5 1 25.0 956 133 2,789 44 43 Zone 1 10 2280 2,780 38 0 Not Selected 0 0 34

1233 1920 10 CR 252 CR 203 Hwy 550 5 1 25.0 464 65 1,355 60 59 Zone 1 10 2310 1,119 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.00 0 8,130 8,130 29,202 83

1905 1930 10 CR 252 Hwy 550 Durango Silverton Narrow Gauge Rr 2 1 55.0 65 20 415 94 94 Zone 1 10 2310 1,119 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.00 0 2,490 2,490 29,202 83

1904 1940 10 CR 252 Durango Silverton Narrow Gauge Rr Trimble Crossing Drive 2 1 45.0 590 147 3,097 81 81 Zone 1 10 2310 1,119 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.00 0 18,582 18,582 29,202 83

1903 1940 20 CR 252 Trimble Crossing Drive Horse Thief Lane 2 1 35.0 1,249 243 5,098 46 45 Zone 1 10 2320 4,169 43 0 Fall Thru Yr 1 0 0 32

1314 1940 30 CR 252 Horse Thief Lane Dalton Golf 2 1 25.0 745 103 2,172 43 42 Zone 1 10 2320 4,169 43 0 Fall Thru Yr 1 0 0 31

1200 1940 40 CR 252 Dalton Golf CR 250 2 1 25.0 2,176 302 6,347 43 42 Zone 1 10 2320 4,169 43 0 Fall Thru Yr 1 0 0 31

1774 1950 10 CR 254 CR 250 Chinle Place 5 1 24.0 337 45 943 87 87 Zone 1 10 2330 929 81 0 Fall Thru Yr 1 0 0 82

1773 1950 20 CR 254 Chinle Place Entrada Circle 5 1 29.0 355 57 1,200 80 80 Zone 1 10 2330 929 81 0 Fall Thru Yr 1 0 0 74

2019 1950 30 CR 254 Entrada Circle Cutler Drive 5 1 23.0 238 30 638 73 73 Zone 1 10 2330 929 81 0 Fall Thru Yr 1 0 0 65




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1158 2000 10 CR 302 Hwy 550 Entrada Del Sol 3 1 25.0 1,615 224 4,712 65 65 Zone 1 10 2350 10,584 73 0 Fall Thru Yr 1 0 0 55

1391 2000 20 CR 302 Entrada Del Sol Mesa Encantada 3 1 24.0 1,245 166 3,487 75 75 Zone 1 10 2350 10,584 73 0 Fall Thru Yr 1 0 0 67

1390 2000 30 CR 302 Mesa Encantada Heart Lane 3 1 26.0 3,737 540 11,336 76 76 Zone 1 10 2350 10,584 73 0 Fall Thru Yr 1 0 0 68

1389 2000 40 CR 302 Heart Lane Sun Mesa Lane 3 1 24.0 958 128 2,683 76 76 Zone 1 10 2350 10,584 73 0 Fall Thru Yr 1 0 0 68

1388 2000 50 CR 302 Sun Mesa Lane CR 301 3 1 23.0 3,028 387 8,124 71 71 Zone 1 10 2350 10,584 73 0 Fall Thru Yr 1 0 0 60

1283 2010 20 CR 302 CR 301 Rogers Lane 3 1 23.0 1,654 211 4,438 88 88 Zone 1 10 2360 10,422 88 0 Not Selected 0 0 81

1282 2010 30 CR 302 Rogers Lane Aloo Gobi 3 1 23.0 1,386 177 3,718 86 86 Zone 1 10 2360 10,422 88 0 Not Selected 0 0 80

1281 2010 40 CR 302 Aloo Gobi Aloo Gobi + 1507 ft 3 1 24.0 1,507 201 4,219 84 84 Zone 1 10 2360 10,422 88 0 Not Selected 0 0 77

1924 2010 50 CR 302 Aloo Gobi + 1507 ft Aloo Gobi + 1843 ft 3 1 31.0 336 58 1,216 94 94 Zone 1 10 2360 10,422 88 0 Not Selected 0 0 86

1923 2010 60 CR 302 Aloo Gobi + 1843 ft CR 303 3 1 26.0 5,045 729 15,304 91 91 Zone 1 10 2360 10,422 88 0 Not Selected 0 0 84



1965 2010 90 CR 302 CR 337 CR 337 + 1127 ft 3 1 26.0 1,127 163 3,418 79 79 Zone 1 10 2370 8,239 89 0 Not Selected 0 0 71

1901 2010 100 CR 302 CR 337 + 1127 ft Hwy 172 3 1 28.0 513 80 1,675 86 86 Zone 1 10 2370 8,239 89 0 Not Selected 0 0 80

1257 2020 10 CR 302 Aloo Gobi + 1507 ft CR 305 5 1 24.0 285 38 798 95 94 Zone 1 10 2360 10,422 88 0 Not Selected 0 0 88

1059 2030 10 CR 302 CR 306 CR 306 + 209 ft 5 1 31.0 209 36 756 45 44 Zone 1 10 2360 10,422 88 0 Not Selected 0 0 34

1141 2050 10 CR 305 EOP South Private Oil Gas (GISID 6783) 5 1 25.0 223 31 651 64 64 Zone 1 10 2400 3,645 83 0 Fall Thru Yr 2 0 0 55


1159 2080 10 CR 307 South End Private Oil Gas (GISID 9676) 5 1 25.0 2,683 373 7,826 73 73 Zone 1 10 2410 6,231 71 0 Fall Thru Yr 1 0 0 65


1385 2080 30 CR 307 Private Oil Gas (GISID 9676) + 1411 ft Stan Page Road 5 1 25.0 2,137 297 6,233 64 64 Zone 1 10 2410 6,231 71 0 Fall Thru Yr 1 0 0 56

1384 2080 40 CR 307 Stan Page Road CR 308 4 1 25.0 4,541 631 13,246 57 56 Zone 1 10 2420 7,353 60 0 Fall Thru Yr 1 0 0 46

1202 2080 50 CR 307 CR 308 Cottonwood Lane 4 1 25.0 2,812 391 8,202 67 67 Zone 1 10 2420 7,353 60 0 Fall Thru Yr 1 0 0 57

1347 2080 60 CR 307 Cottonwood Lane La Plata View Drive 4 1 25.0 1,113 155 3,247 71 71 Zone 1 10 2430 7,838 67 0 Fall Thru Yr 4 0 0 63

1346 2080 70 CR 307 La Plata View Drive La Plata View Drive + 4012 ft 4 1 25.0 4,012 557 11,703 62 61 Zone 1 10 2430 7,838 67 0 Fall Thru Yr 4 0 0 51

1345 2080 80 CR 307 La Plata View Drive + 4012 ft Sheets Lane 4 1 25.0 1,169 162 3,410 67 67 Zone 1 10 2430 7,838 67 0 Fall Thru Yr 4 0 0 57

1201 2080 90 CR 307 Sheets Lane Hwy 172 4 1 25.0 1,543 214 4,501 81 81 Zone 1 10 2430 7,838 67 0 Fall Thru Yr 4 0 0 75

1056 2090 10 CR 309 / Airport Road Airport Terminal Road Airport Terminal Road + 4203 ft 2 1 38.0 4,203 887 18,634 65 65 Zone 1 10 2440 4,351 65 0 Fall Thru Yr 2 0 0 53

1535 2090 20 CR 309 / Airport Road Airport Terminal Road + 4203 ft Hwy 172 2 1 42.0 148 35 725 58 58 Zone 1 10 2440 4,351 65 0 Fall Thru Yr 2 0 0 46

2256 2110 10 CR 309a South End South End + 1100 ft 4 1 28.0 1,100 171 3,594 76 76 Zone 1 10 2450 6,380 68 0 Fall Thru Yr 4 0 0 68

1996 2110 20 CR 309a South End + 1100 ft South End + 3740 ft 4 1 24.0 2,640 352 7,392 69 69 Zone 1 10 2450 6,380 68 0 Fall Thru Yr 4 0 0 60

2255 2110 30 CR 309a Airport Terminal Road Airport Terminal Road + 6380 ft 4 1 30.0 2,640 440 9,240 63 63 Zone 1 10 2450 6,380 68 0 Fall Thru Yr 4 0 0 54

1378 2130 10 CR 310 Rivers End Lane Hwy 550 2 1 34.0 322 61 1,276 86 86 Zone 1 10 2460 2,586 83 0 Fall Thru Yr 2 0 0 80

1162 2130 20 CR 310 Rivers End Lane Rivers End Lane 2 1 28.0 2,264 352 7,395 82 82 Zone 1 10 2460 2,586 83 0 Fall Thru Yr 2 0 0 75

2189 2130 30 CR 310 Rivers End Lane Rivers End Lane + 2640 ft 2 1 28.0 2,640 411 8,624 81 81 Zone 1 10 2470 5,930 79 0 Not Selected 0 0 74

1789 2130 40 CR 310 Rivers End Lane + 2640 ft Rivers End Lane + 5280 ft 2 1 28.0 2,640 411 8,624 77 77 Zone 1 10 2470 5,930 79 0 Not Selected 0 0 69

2190 2130 50 CR 310 Rivers End Lane + 5280 ft Private Oil Gas (GISID 5376) 2 1 28.0 650 101 2,124 81 81 Zone 1 10 2470 5,930 79 0 Not Selected 0 0 74


1787 2130 70 CR 310 Private Oil Gas (GISID 5376) + 3873 ft Arkansas Lp 2 1 28.0 2,746 427 8,972 83 83 Zone 1 10 2480 6,620 81 0 Fall Thru Yr 1 0 0 76

1786 2130 80 CR 310 Arkansas Lp Arkansas Lp + 67 ft 2 1 28.0 67 10 219 79 79 Zone 1 10 2490 6,935 83 0 Fall Thru Yr 2 0 0 71

1785 2130 90 CR 310 Arkansas Lp + 67 ft Arkansas Lp + 1656 ft 2 1 28.0 1,589 247 5,189 81 81 Zone 1 10 2490 6,935 83 0 Fall Thru Yr 2 0 0 74





2142 2130 140 CR 310 Arkansas Lp + 12216 ft CR 318 2 1 28.0 2,283 355 7,457 79 79 Zone 1 10 2500 7,717 81 0 Fall Thru Yr 1 0 0 71

2015 2130 150 CR 310 CR 318 CR 318 + 154 ft 2 1 25.0 154 21 448 88 88 Zone 1 10 2500 7,717 81 0 Fall Thru Yr 1 0 0 81

1163 2150 10 Cr 314 Sunset Circle (West) Sunset Circle (East) 5 1 30.0 172 29 603 66 66 Zone 1 10 2510 3,554 70 0 Fall Thru Yr 1 0 0 58

1377 2150 20 Cr 314 Sunset Circle (East) Northridge Drive 5 1 30.0 554 92 1,938 66 66 Zone 1 10 2510 3,554 70 0 Fall Thru Yr 1 0 0 58

1376 2150 30 Cr 314 Northridge Drive CR 316 5 1 30.0 963 160 3,369 65 65 Zone 1 10 2510 3,554 70 0 Fall Thru Yr 1 0 0 56

2009 2150 40 Cr 314 CR 316 Hwy 172 5 1 30.0 1,865 311 6,528 75 75 Zone 1 10 2510 3,554 70 0 Fall Thru Yr 1 0 0 69




2216 2170 40 CR 318 CR 310 + 7920 ft Private Oil Gas (GISID 9125) 2 1 25.0 190 26 554 88 88 Zone 1 10 2520 8,110 84 0 Fall Thru Yr 3 0 0 81


1374 2170 60 CR 318 Private Oil Gas (GISID 9125) + 4516 ft CR 309a 2 1 25.0 4,408 612 12,855 82 82 Zone 1 10 2530 8,923 83 0 Fall Thru Yr 2 0 0 75

2191 2180 10 CR 318 CR 309a CR 309a + 2640 ft 2 1 25.0 2,640 367 7,700 70 70 Zone 1 10 2540 6,016 74 0 Fall Thru Yr 2 0 0 59

1165 2180 20 CR 318 CR 309a + 2640 ft CR 309a + 5280 ft 2 1 25.0 2,640 367 7,700 76 76 Zone 1 10 2540 6,016 74 0 Fall Thru Yr 2 0 0 67

2192 2180 30 CR 318 CR 309a + 5280 ft CR 311 2 1 25.0 736 102 2,145 80 80 Zone 1 10 2540 6,016 74 0 Fall Thru Yr 2 0 0 73

1050 2190 10 CR 318 CR 311 Calle Brazo 2 1 25.0 2,792 388 8,142 38 37 Zone 1 10 2550 7,868 43 0 Fall Thru Yr 1 0 0 24




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1551 2190 20 CR 318 Calle Brazo Jaques Drive 2 1 25.0 2,436 338 7,105 40 39 Zone 1 10 2550 7,868 43 0 Fall Thru Yr 1 0 0 25

2171 2190 30 CR 318 Jaques Drive Jaques Drive + 2640 ft 2 1 25.0 2,640 367 7,700 53 53 Zone 1 10 2550 7,868 43 0 Fall Thru Yr 1 0 0 38

1550 2190 40 CR 318 Jaques Drive + 2640 ft Private Oil Gas (GISID 9704) 2 1 25.0 2,640 367 7,700 89 89 Zone 1 10 2560 13,532 89 0 Not Selected 0 0 81

1549 2190 60 CR 318 Private Oil Gas (GISID 9704) Private Oil Gas (GISID 8669) 2 1 25.0 2,700 375 7,874 85 85 Zone 1 10 2560 13,532 89 0 Not Selected 0 0 78



1004 2190 90 CR 318 Private Oil Gas (GISID 5764) J Road 2 1 25.0 2,928 407 8,540 92 92 Zone 1 10 2560 13,532 89 0 Not Selected 0 0 84

1546 2190 100 CR 318 J Road Rolling Thunder Ave 2 1 25.0 2,394 332 6,981 75 75 Zone 1 10 2570 5,662 64 0 Fall Thru Yr 2 0 0 66

1545 2190 110 CR 318 Rolling Thunder Ave CR 319 2 1 35.0 864 168 3,528 58 58 Zone 1 10 2570 5,662 64 0 Fall Thru Yr 2 0 0 45

1544 2190 120 CR 318 CR 319 Lodge Pole Way 2 1 45.0 1,625 406 8,532 57 56 Zone 1 10 2570 5,662 64 0 Fall Thru Yr 2 0 0 43

1543 2190 130 CR 318 Lodge Pole Way Hwy 172 2 1 38.0 779 164 3,453 70 70 Zone 1 10 2570 5,662 64 0 Fall Thru Yr 2 0 0 60


1227 2210 20 CR 321 CR 323 Private Oil Gas (GISID 9327) 5 1 25.0 1,506 209 4,391 67 67 Zone 1 10 2580 6,622 62 0 Fall Thru Yr 1 0 0 59


1320 2210 40 CR 321 Private Oil Gas (GISID 9327) + 2669 ft CR 322 5 1 25.0 2,930 407 8,546 39 38 Zone 1 10 2590 5,599 45 0 Fall Thru Yr 2 0 0 29



2248 2220 30 CR 321 CR 322 + 5280 ft Private Oil Gas (GISID 9109) 5 1 25.0 1,248 173 3,639 66 66 Zone 1 10 2610 5,737 72 0 Fall Thru Yr 1 0 0 57

1187 2220 40 CR 321 Private Oil Gas (GISID 9109) Hwy 151 5 1 25.0 4,489 624 13,094 74 74 Zone 1 10 2610 5,737 72 0 Fall Thru Yr 1 0 0 67

1238 2240 10 CR 322 Hwy 172 Private Oil Gas (GISID 7160) 5 1 25.0 3,110 432 9,070 52 52 Zone 1 10 2620 5,750 49 0 Fall Thru Yr 4 0 0 42




2101 2240 50 CR 322 Private Oil Gas (GISID 7160) + 7920 ft Private Oil Gas (GISID 7160) + 10560 ft 5 1 25.0 2,640 367 7,700 77 77 Zone 1 10 2640 5,280 80 0 Not Selected 0 0 71





2105 2240 100 CR 322 Private Oil Gas (GISID 7160) + 21120 ft CR 321 5 1 28.0 220 34 720 80 80 Zone 1 10 2660 2,860 80 0 Not Selected 0 0 74

1051 2260 10 CR 329 CR 330 Hwy 151 5 1 22.0 3,724 455 9,557 41 40 Zone 1 10 2670 3,724 40 1 Selected Yr 1 53 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 43.00 0 410,951 410,951 410,951 88

1993 2280 10 CR 330 CR 329 Hwy 151 5 1 25.0 1,325 184 3,864 49 48 Zone 1 10 2680 1,325 48 4 Selected Yr 4 50 FWM + Thick Overlay (> 2.0 - 3.0) 40.50 0 156,492 156,492 156,492 92

1027 2290 10 CR 500 CR 501 W Grimes Creek Road 5 1 22.0 580 71 1,490 89 89 Zone 1 10 2690 1,579 83 2 Selected Yr 2 10 Slurry Seal / Prvnttve Mntnnce 3.50 0 5,215 5,215 14,189 82

1603 2290 20 CR 500 W Grimes Creek Road Pine Drive 5 1 22.0 777 95 1,994 78 78 Zone 1 10 2690 1,579 83 2 Selected Yr 2 10 Slurry Seal / Prvnttve Mntnnce 3.50 0 6,979 6,979 14,189 82

1602 2290 30 CR 500 Pine Drive Pine Drive 5 1 22.0 222 27 570 83 83 Zone 1 10 2690 1,579 83 2 Selected Yr 2 10 Slurry Seal / Prvnttve Mntnnce 3.50 0 1,995 1,995 14,189 82

1601 2290 40 CR 500 Pine Drive Ponderosa Road 5 1 22.0 3,493 427 8,964 82 82 Zone 1 10 2700 6,017 82 0 Fall Thru Yr 1 0 0 77

1600 2290 50 CR 500 Ponderosa Road Loyal Place 5 1 22.0 1,934 236 4,963 82 82 Zone 1 10 2700 6,017 82 0 Fall Thru Yr 1 0 0 77

1599 2290 60 CR 500 Loyal Place Valley Heights Drive 5 1 22.0 360 44 923 77 77 Zone 1 10 2700 6,017 82 0 Fall Thru Yr 1 0 0 71

1598 2290 70 CR 500 Valley Heights Drive Hope Ln 5 1 22.0 231 28 593 78 78 Zone 1 10 2700 6,017 82 0 Fall Thru Yr 1 0 0 72

1597 2290 80 CR 500 Hope Ln Faith Lane 5 1 22.0 1,565 191 4,016 76 76 Zone 1 10 2720 6,543 80 0 Not Selected 0 0 70

1596 2290 90 CR 500 Faith Lane Trust Drive 5 1 22.0 1,088 133 2,793 81 81 Zone 1 10 2720 6,543 80 0 Not Selected 0 0 76

1595 2290 100 CR 500 Trust Drive Black Bear Lane 5 1 22.0 1,265 155 3,246 77 77 Zone 1 10 2720 6,543 80 0 Not Selected 0 0 71

1594 2290 110 CR 500 Black Bear Lane Safley Road 5 1 22.0 770 94 1,975 81 81 Zone 1 10 2720 6,543 80 0 Not Selected 0 0 75

1593 2290 120 CR 500 Safley Road Vallecito Creek Campground 5 1 22.0 1,856 227 4,763 83 83 Zone 1 10 2720 6,543 80 0 Not Selected 0 0 78

1133 2300 10 CR 501 Bayfield Center Drive Private Oil Gas (GISID 7655) 1 1 25.0 1,867 259 5,444 73 73 Zone 1 10 2730 5,705 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.25 0 34,025 34,025 115,100 81

1420 2300 20 CR 501 Private Oil Gas (GISID 7655) E Sossaman Road 1 1 25.0 1,608 223 4,689 88 88 Zone 1 10 2730 5,705 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.25 0 29,306 29,306 115,100 81

1419 2300 30 CR 501 E Sossaman Road Dove Ranch Road 3 1 30.0 1,723 287 6,032 72 72 Zone 1 10 2730 5,705 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.25 0 37,700 37,700 115,100 82

1418 2300 40 CR 501 Dove Ranch Road Private Oil Gas (GISID 9830) 3 1 38.0 508 107 2,251 50 49 Zone 1 10 2730 5,705 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.25 0 14,069 14,069 115,100 82

1417 2300 50 CR 501 Private Oil Gas (GISID 9830) Robin Lane 3 1 25.0 1,831 254 5,340 82 82 Zone 1 10 2750 5,865 74 0 Fall Thru Yr 2 0 0 76

1416 2300 60 CR 501 Robin Lane Robin Lane + 1742 ft 3 1 25.0 1,742 242 5,081 76 76 Zone 1 10 2750 5,865 74 0 Fall Thru Yr 2 0 0 68

1415 2300 70 CR 501 Robin Lane + 1742 ft PINE RIVER RANCH RD 3 1 25.0 2,292 318 6,685 66 66 Zone 1 10 2750 5,865 74 0 Fall Thru Yr 2 0 0 56

2134 2300 80 CR 501 PINE RIVER RANCH RD PINE RIVER RANCH RD + 2640 ft 3 1 25.0 2,640 367 7,700 79 79 Zone 1 10 2760 5,280 80 0 Not Selected 0 0 72

2135 2300 90 CR 501 PINE RIVER RANCH RD + 2640 ft PINE RIVER RANCH RD + 5280 ft 3 1 25.0 2,640 367 7,700 81 81 Zone 1 10 2760 5,280 80 0 Not Selected 0 0 75




2138 2300 130 CR 501 PINE RIVER RANCH RD + 13200 ft Ludwig Drive 3 1 25.0 286 40 834 75 75 Zone 1 10 2780 6,363 80 0 Not Selected 0 0 67

1413 2300 140 CR 501 Ludwig Drive Bear Creek Road 3 1 25.0 797 111 2,324 78 78 Zone 1 10 2780 6,363 80 0 Not Selected 0 0 71

2235 2300 150 CR 501 Bear Creek Road Bear Creek Road + 2640 ft 3 1 25.0 2,640 367 7,700 81 81 Zone 1 10 2780 6,363 80 0 Not Selected 0 0 75

1412 2300 160 CR 501 Bear Creek Road + 2640 ft Bear Creek Road + 5280 ft 3 1 25.0 2,640 367 7,700 80 80 Zone 1 10 2780 6,363 80 0 Not Selected 0 0 73

2236 2300 170 CR 501 Bear Creek Road + 5280 ft Alpine Forest Drive 3 1 25.0 1,738 241 5,070 83 83 Zone 1 10 2790 9,699 81 0 Fall Thru Yr 1 0 0 77

1411 2300 180 CR 501 Alpine Forest Drive Service Road 3 1 25.0 161 22 471 77 77 Zone 1 10 2790 9,699 81 0 Fall Thru Yr 1 0 0 70

1204 2300 190 CR 501 Service Road Frontage Road 3 1 25.0 4,108 571 11,983 84 84 Zone 1 10 2790 9,699 81 0 Fall Thru Yr 1 0 0 78

1887 2300 200 CR 501 Frontage Road River Ranch Circle 3 1 25.0 883 123 2,575 86 86 Zone 1 10 2790 9,699 81 0 Fall Thru Yr 1 0 0 80




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1888 2300 210 CR 501 River Ranch Circle River Ranch Circle 3 1 25.0 1,324 184 3,862 81 81 Zone 1 10 2790 9,699 81 0 Fall Thru Yr 1 0 0 75

1889 2300 220 CR 501 River Ranch Circle CR 502 3 1 25.0 1,484 206 4,327 71 71 Zone 1 10 2790 9,699 81 0 Fall Thru Yr 1 0 0 62

1170 2310 10 CR 501 CR 502 Cherry Valley Road 3 1 25.0 3,260 453 9,507 79 79 Zone 1 10 2800 3,959 80 0 Not Selected 0 0 72

1373 2310 20 CR 501 Cherry Valley Road CR 240 3 1 25.0 700 97 2,041 85 85 Zone 1 10 2800 3,959 80 0 Not Selected 0 0 79




2201 2320 40 CR 501 CR 240 + 7920 ft Coolwater Road 3 1 25.0 1,309 182 3,818 88 88 Zone 1 10 2810 9,229 85 0 Fall Thru Yr 3 0 0 82

2217 2320 50 CR 501 Coolwater Road Coolwater Road + 2640 ft 3 1 25.0 2,640 367 7,700 81 81 Zone 1 10 2820 7,917 82 0 Fall Thru Yr 1 0 0 74

1313 2320 60 CR 501 Coolwater Road + 2640 ft Coolwater Road + 5280 ft 3 1 25.0 2,640 367 7,700 84 84 Zone 1 10 2820 7,917 82 0 Fall Thru Yr 1 0 0 77

2218 2320 70 CR 501 Coolwater Road + 5280 ft Los Pinos Drive 3 1 25.0 2,637 366 7,690 82 82 Zone 1 10 2820 7,917 82 0 Fall Thru Yr 1 0 0 75

1910 2320 80 CR 501 Los Pinos Drive Crest Drive 3 1 25.0 996 138 2,906 77 77 Zone 1 10 2830 4,177 82 0 Fall Thru Yr 1 0 0 69

1909 2320 90 CR 501 Crest Drive Easy Street 3 1 25.0 675 94 1,968 82 82 Zone 1 10 2830 4,177 82 0 Fall Thru Yr 1 0 0 75

1908 2320 100 CR 501 Easy Street Deer Trail Lane 3 1 25.0 1,234 171 3,600 82 82 Zone 1 10 2830 4,177 82 0 Fall Thru Yr 1 0 0 75

1907 2320 110 CR 501 Deer Trail Lane Vallecito Drive 3 1 25.0 1,272 177 3,710 85 85 Zone 1 10 2830 4,177 82 0 Fall Thru Yr 1 0 0 79

1859 2330 10 CR 501 Vallecito Drive Vallecito Drive 3 1 25.0 815 113 2,378 89 89 Zone 1 10 2840 2,007 82 0 Fall Thru Yr 1 0 0 83

1858 2330 20 CR 501 Vallecito Drive Vallecito Drive + 738 ft 3 1 25.0 738 103 2,153 86 86 Zone 1 10 2840 2,007 82 0 Fall Thru Yr 1 0 0 80

1001 2330 30 CR 501 Vallecito Drive + 738 ft CR 501a 3 1 34.0 453 86 1,797 69 69 Zone 1 10 2840 2,007 82 0 Fall Thru Yr 1 0 0 58

2177 2330 40 CR 501 CR 501a CR 501a + 2640 ft 4 1 25.0 2,640 367 7,700 76 76 Zone 1 10 2850 5,280 75 0 Fall Thru Yr 3 0 0 68

1857 2330 50 CR 501 CR 501a + 2640 ft CR 501a + 5280 ft 4 1 25.0 2,640 367 7,700 74 74 Zone 1 10 2850 5,280 75 0 Fall Thru Yr 3 0 0 67

2178 2330 60 CR 501 CR 501a + 5280 ft Lake Shore Homes 4 1 25.0 208 29 607 71 71 Zone 1 10 2870 6,176 76 0 Fall Thru Yr 3 0 0 62

1856 2330 70 CR 501 Lake Shore Homes Lake View Drive 4 1 25.0 83 11 241 84 84 Zone 1 10 2870 6,176 76 0 Fall Thru Yr 3 0 0 79

1855 2330 80 CR 501 Lake View Drive Lake Shore Homes 4 1 25.0 606 84 1,766 77 77 Zone 1 10 2870 6,176 76 0 Fall Thru Yr 3 0 0 70

2129 2330 90 CR 501 Lake Shore Homes Lake Shore Homes + 2640 ft 4 1 25.0 2,640 367 7,700 73 73 Zone 1 10 2870 6,176 76 0 Fall Thru Yr 3 0 0 65

2130 2330 100 CR 501 Lake Shore Homes + 2640 ft Lake Shore Homes + 5280 ft 4 1 25.0 2,640 367 7,700 78 78 Zone 1 10 2870 6,176 76 0 Fall Thru Yr 3 0 0 72

2131 2330 110 CR 501 Lake Shore Homes + 5280 ft Lake Shore Homes + 7920 ft 4 1 25.0 2,640 367 7,700 78 78 Zone 1 10 2880 5,280 70 0 Not Selected 0 0 72

2132 2330 120 CR 501 Lake Shore Homes + 7920 ft Lake Shore Homes + 10560 ft 4 1 25.0 2,640 367 7,700 62 61 Zone 1 10 2880 5,280 70 0 Not Selected 0 0 51

1854 2330 130 CR 501 Lake Shore Homes + 10560 ft Lake Shore Homes + 13200 ft 4 1 25.0 2,640 367 7,700 72 72 Zone 1 10 2890 4,732 66 0 Fall Thru Yr 3 0 0 64

2133 2330 140 CR 501 Lake Shore Homes + 13200 ft Hummingbird Lane 4 1 25.0 2,092 291 6,101 60 59 Zone 1 10 2890 4,732 66 0 Fall Thru Yr 3 0 0 49

1853 2330 150 CR 501 Hummingbird Lane Ho Hum Drive 4 1 25.0 181 25 529 72 72 Zone 1 10 2900 6,213 68 0 Fall Thru Yr 4 0 0 64

2263 2330 160 CR 501 Ho Hum Drive Ho Hum Drive + 2640 ft 4 1 25.0 2,640 367 7,700 65 65 Zone 1 10 2900 6,213 68 0 Fall Thru Yr 4 0 0 56

1852 2330 170 CR 501 Ho Hum Drive + 2640 ft Ho Hum Drive + 5280 ft 4 1 25.0 2,640 367 7,700 67 67 Zone 1 10 2900 6,213 68 0 Fall Thru Yr 4 0 0 57

2264 2330 180 CR 501 Ho Hum Drive + 5280 ft CR 500 4 1 25.0 752 104 2,192 79 79 Zone 1 10 2900 6,213 68 0 Fall Thru Yr 4 0 0 73

1865 2330 190 CR 501 CR 500 Hummingbird Way 5 1 25.0 961 133 2,803 54 54 Zone 1 10 2910 5,091 66 0 Fall Thru Yr 3 0 0 43

1864 2330 200 CR 501 Hummingbird Way W Vallecito Creek Road 5 1 25.0 336 47 979 54 54 Zone 1 10 2910 5,091 66 0 Fall Thru Yr 3 0 0 45

1863 2330 210 CR 501 W Vallecito Creek Road Mushroom Drive 5 1 25.0 102 14 297 61 61 Zone 1 10 2910 5,091 66 0 Fall Thru Yr 3 0 0 51

1862 2330 220 CR 501 Mushroom Drive Tween Bridge Dr 5 1 25.0 711 99 2,073 58 58 Zone 1 10 2910 5,091 66 0 Fall Thru Yr 3 0 0 48

1861 2330 230 CR 501 Tween Bridge Dr Mushroom Lane 5 1 25.0 314 44 915 77 77 Zone 1 10 2910 5,091 66 0 Fall Thru Yr 3 0 0 70

1860 2330 240 CR 501 Mushroom Lane Tucker Lane 5 1 25.0 750 104 2,187 68 68 Zone 1 10 2910 5,091 66 0 Fall Thru Yr 3 0 0 59

1171 2330 250 CR 501 CR 501 G Tucker Lane 5 1 25.0 1,919 266 5,596 74 74 Zone 1 10 2910 5,091 66 0 Fall Thru Yr 3 0 0 67



2222 2350 30 CR 502 Hwy 160 + 5280 ft Private Oil Gas (GISID 6733) 5 1 23.0 2,286 292 6,134 34 34 Zone 1 10 2930 6,702 39 0 Not Selected 0 0 24

1479 2350 40 CR 502 Private Oil Gas (GISID 6733) Private Oil Gas (GISID 6733) + 4416 ft 5 1 29.0 4,416 711 14,941 42 41 Zone 1 10 2930 6,702 39 0 Not Selected 0 0 32

1029 2370 10 CR 507 Hwy 160 NORTH END 4 1 25.0 1,139 158 3,323 58 58 Zone 1 10 2940 1,139 58 0 Fall Thru Yr 3 0 0 46

2229 2400 10 CR 509 EOP South EOP South + 2640 ft 4 1 26.0 2,640 381 8,008 64 64 Zone 1 10 2950 7,343 64 0 Fall Thru Yr 2 0 0 54

1175 2400 20 CR 509 EOP South + 2640 ft EOP South + 5280 ft 4 1 24.0 2,640 352 7,392 62 61 Zone 1 10 2950 7,343 64 0 Fall Thru Yr 2 0 0 52

2230 2400 30 CR 509 EOP South + 5280 ft Bayfield Parkway 4 1 26.0 2,063 298 6,258 67 67 Zone 1 10 2950 7,343 64 0 Fall Thru Yr 2 0 0 58

1913 2430 10 CR 510 CR 222 Apple Wood Loop 5 1 24.0 553 74 1,549 57 56 Zone 1 10 2960 2,009 65 0 Fall Thru Yr 3 0 0 47

1958 2430 20 CR 510 Apple Wood Loop CR 225A 5 1 27.0 1,456 218 4,585 68 68 Zone 1 10 2960 2,009 65 0 Fall Thru Yr 3 0 0 59

1642 2440 10 CR 510 CR 225A La Plata Lane 4 1 27.0 1,157 174 3,645 86 86 Zone 1 10 2970 7,123 71 0 Fall Thru Yr 1 0 0 81

1641 2440 20 CR 510 La Plata Lane La Plata Lane + 686 ft 4 1 24.0 686 91 1,920 76 76 Zone 1 10 2970 7,123 71 0 Fall Thru Yr 1 0 0 68

2239 2440 30 CR 510 La Plata Lane + 686 ft La Plata Lane + 3326 ft 4 1 32.0 2,640 469 9,856 74 74 Zone 1 10 2970 7,123 71 0 Fall Thru Yr 1 0 0 66

1552 2440 40 CR 510 La Plata Lane + 3326 ft La Plata Lane + 5966 ft 4 1 27.0 2,640 396 8,316 62 61 Zone 1 10 2970 7,123 71 0 Fall Thru Yr 1 0 0 50

2240 2440 50 CR 510 La Plata Lane + 5966 ft Sundance Hills Road 4 1 25.0 1,576 219 4,597 62 61 Zone 1 10 2980 3,484 64 0 Fall Thru Yr 2 0 0 51

1553 2440 60 CR 510 Sundance Hills Road Ridge Place 5 1 22.0 56 7 144 76 76 Zone 1 10 2980 3,484 64 0 Fall Thru Yr 2 0 0 70

1554 2440 70 CR 510 Ridge Place Oxford Place 5 1 25.0 296 41 863 66 66 Zone 1 10 2980 3,484 64 0 Fall Thru Yr 2 0 0 56

1555 2440 80 CR 510 Oxford Place Cassidy Drive 5 1 28.0 1,450 225 4,735 65 65 Zone 1 10 2980 3,484 64 0 Fall Thru Yr 2 0 0 55

1048 2440 90 CR 510 Cassidy Drive Cassidy Drive + 107 ft 5 1 34.0 107 20 424 81 81 Zone 1 10 2980 3,484 64 0 Fall Thru Yr 2 0 0 75

1179 2460 10 CR 516 Hwy 172 Private Oil Gas (GISID 6828) 5 1 26.0 2,636 381 7,995 74 74 Zone 1 10 2990 4,965 81 0 Fall Thru Yr 1 0 0 67



1570 2480 10 CR 516 CR 518 Private Oil Gas (GISID 6829) 3 1 25.0 2,964 412 8,645 74 74 Zone 1 10 3010 6,980 77 0 Fall Thru Yr 4 0 0 65




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1568 2490 20 CR 516 CR 518 + 2640 ft PRIVATE (6689) 3 1 23.0 2,640 337 7,084 82 82 Zone 1 10 3020 7,946 79 0 Fall Thru Yr 5 0 0 76

1567 2490 40 CR 516 PRIVATE (6689) CR 520 3 1 22.0 2,666 326 6,843 72 72 Zone 1 10 3020 7,946 79 0 Fall Thru Yr 5 0 0 63


1565 2500 20 CR 516 CR 520 + 2672 ft Violet Lane 3 1 30.0 259 43 906 72 72 Zone 1 10 3030 9,149 65 0 Fall Thru Yr 2 0 0 63

1564 2500 30 CR 516 Violet Lane Spectrum Lane 3 1 28.0 1,024 159 3,347 74 74 Zone 1 10 3030 9,149 65 0 Fall Thru Yr 2 0 0 65

1563 2500 40 CR 516 Spectrum Lane Bayfield Parkway 3 1 27.0 5,194 779 16,361 62 61 Zone 1 10 3030 9,149 65 0 Fall Thru Yr 2 0 0 50

1185 2520 10 CR 517 Hwy 172 Ouray Drive 2 1 28.0 534 83 1,746 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 86

1355 2520 20 CR 517 Ouray Drive Mouache Circle 2 1 28.0 296 46 967 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 86

1354 2520 30 CR 517 Mouache Circle Mouache Circle 2 1 28.0 137 21 447 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 86

1058 2520 40 CR 517 Mouache Circle Mike Frost Way 2 1 28.0 285 44 932 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 86

1526 2520 50 CR 517 Mike Frost Way Ute Road 3 1 28.0 578 90 1,889 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 87

1525 2520 60 CR 517 Ute Road Piwood Circle 3 1 28.0 264 41 863 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 87

1524 2520 70 CR 517 Piwood Circle Tamuche Circle 3 1 28.0 465 72 1,517 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 87

1523 2520 80 CR 517 Tamuche Circle Sky Ute Casino Parkway 3 1 28.0 1,174 183 3,835 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 87

1522 2520 90 CR 517 Sky Ute Casino Parkway Howe Drive 3 1 28.0 678 105 2,214 95 94 Zone 1 10 3040 4,411 94 0 Not Selected 0 0 87

1186 2520 100 CR 517 Howe Drive Dry Creek Drive 3 1 28.0 847 132 2,767 92 92 Zone 1 10 3050 5,123 92 0 Not Selected 0 0 85

1041 2520 110 CR 517 Dry Creek Drive CR 516 3 1 28.0 4,276 665 13,970 92 92 Zone 1 10 3050 5,123 92 0 Not Selected 0 0 85








1211 2560 10 CR 521 Hwy 151 CR 334 3 1 25.0 1,946 270 5,675 83 83 Zone 1 10 3090 4,435 82 0 Fall Thru Yr 1 0 0 77

1335 2560 20 CR 521 CR 334 End Of Trail 3 1 25.0 550 76 1,605 86 86 Zone 1 10 3090 4,435 82 0 Fall Thru Yr 1 0 0 80

1334 2560 30 CR 521 End Of Trail Bear Dance Road 3 1 25.0 1,939 269 5,656 80 80 Zone 1 10 3090 4,435 82 0 Fall Thru Yr 1 0 0 73

2117 2560 40 CR 521 Bear Dance Road Bear Dance Road + 2640 ft 3 1 25.0 2,640 367 7,700 81 81 Zone 1 10 3100 5,280 82 0 Fall Thru Yr 1 0 0 75

2118 2560 50 CR 521 Bear Dance Road + 2640 ft Bear Dance Road + 5280 ft 3 1 25.0 2,640 367 7,700 83 83 Zone 1 10 3100 5,280 82 0 Fall Thru Yr 1 0 0 77





2122 2560 100 CR 521 Bear Dance Road + 15840 ft CR 522 3 1 25.0 1,784 248 5,203 67 67 Zone 1 10 3120 7,064 72 0 Fall Thru Yr 1 0 0 55









2213 2570 50 CR 521 CR 524 + 10691 ft CR 523 3 1 25.0 441 61 1,287 56 55 Zone 1 10 3170 5,589 69 0 Fall Thru Yr 4 0 0 42

1212 2570 60 CR 521 CR 523 Mars Ave 3 1 25.0 4,346 604 12,675 67 67 Zone 1 10 3170 5,589 69 0 Fall Thru Yr 4 0 0 56

1332 2570 70 CR 521 Mars Ave E East Drive 3 2 24.0 100 13 280 53 53 Zone 1 10 5000 100 53 0 Fall Thru Yr 1 0 0 45

1331 2570 80 CR 521 E East Drive E East Drive 3 1 28.0 680 106 2,223 85 85 Zone 1 10 3170 5,589 69 0 Fall Thru Yr 4 0 0 79

1330 2570 90 CR 521 E East Drive E South Street 3 1 28.0 122 19 398 74 74 Zone 1 10 3170 5,589 69 0 Fall Thru Yr 4 0 0 66

1055 2580 10 CR 521 E South Street E Mill Street 3 1 28.0 407 63 1,330 92 92 Zone 1 10 3180 2,066 90 0 Not Selected 0 0 85

1539 2580 20 CR 521 E Mill Street S Church Street 3 1 28.0 669 104 2,186 89 89 Zone 1 10 3180 2,066 90 0 Not Selected 0 0 83

1538 2580 30 CR 521 S Church Street E Park 3 1 28.0 182 28 595 85 85 Zone 1 10 3180 2,066 90 0 Not Selected 0 0 79

1537 2580 40 CR 521 E Park S Pearl 3 1 28.0 374 58 1,221 91 91 Zone 1 10 3180 2,066 90 0 Not Selected 0 0 84

1536 2580 50 CR 521 S Pearl Bayfield Parkway 3 1 28.0 434 67 1,417 89 89 Zone 1 10 3180 2,066 90 0 Not Selected 0 0 83

1989 2590 10 CR 523 CR 521 CR 521 + 827 ft 5 1 21.0 827 97 2,027 34 34 Zone 1 10 3190 827 34 3 Selected Yr 3 60 Surf Recon + Base Rehab / FWM + Strctrl Ptch + Olay 45.00 0 91,215 91,215 91,215 92

Appendix C

5 Year $1M/year Rehabilitation Plan by Year

IMS Infrastructure Management Services Rehab by Year Page 1of 10

County of La Plata, CO Current PCI Date: 11/22/2017Street Inventory and Five Year Rehabilitation Plan By Year $1000k/Year Rehabilitation Plan Analysis Start Date: 1/1/2018

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1458 1290 10 CR 204 CR 205 Mountain Memories Lane 5 1 22.0 1,919 235 4,925 66 66 Zone 1 10 1400 3,011 72 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 5.75 0 28,319 28,319 45,178 811752 1290 20 CR 204 Mountain Memories LN FS 171 Junction Creek Rd 5 1 23.0 1,093 140 2,932 81 81 Zone 1 10 1400 3,011 72 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 5.75 0 16,859 16,859 45,178 811137 1560 10 CR 222 CR 510 Apple Wood Loop 5 1 23.0 513 66 1,376 46 45 Zone 1 10 1760 3,983 41 1 Selected Yr 1 50 FWM + Thick Overlay (> 2.0 - 3.0) 40.50 0 55,728 55,728 430,313 881404 1560 20 CR 222 Apple Wood Loop Prarie Lane 5 1 21.0 3,250 379 7,962 39 38 Zone 1 10 1760 3,983 41 1 Selected Yr 1 50 FWM + Thick Overlay (> 2.0 - 3.0) 40.50 0 322,461 322,461 430,313 881794 1560 30 CR 222 WEST END Prarie Lane 5 1 50.0 221 61 1,287 56 55 Zone 1 10 1760 3,983 41 1 Selected Yr 1 50 FWM + Thick Overlay (> 2.0 - 3.0) 40.50 0 52,124 52,124 430,313 891266 1830 10 CR 249 CR 240 EOP 5 1 25.0 830 115 2,421 41 40 Zone 1 10 2090 830 40 1 Selected Yr 1 53 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 43.00 0 104,103 104,103 104,103 881051 2260 10 CR 329 CR 330 Hwy 151 5 1 22.0 3,724 455 9,557 41 40 Zone 1 10 2670 3,724 40 1 Selected Yr 1 53 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 43.00 0 410,951 410,951 410,951 881706 1760 160 CR 240 Baby Bear Road Whistling Horse Trail 1 1 28.0 2,011 313 6,569 81 81 Zone 1 10 1950 5,457 75 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.50 0 42,699 42,699 115,870 811705 1760 170 CR 240 Whistling Horse Trail Copper Belle South 1 1 28.0 3,446 536 11,257 71 71 Zone 1 10 1950 5,457 75 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.50 0 73,171 73,171 115,870 811408 1770 180 CR 240 W Los Ranchitos Drive Los Ranchitos Drive 3 1 25.0 952 132 2,775 44 43 Zone 1 10 2030 5,819 45 2 Selected Yr 2 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 120,713 120,713 738,283 891407 1770 190 CR 240 Los Ranchitos Drive El Gato Place 3 1 25.0 440 61 1,284 53 53 Zone 1 10 2030 5,819 45 2 Selected Yr 2 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 55,854 55,854 738,283 891406 1770 200 CR 240 El Gato Place Trew Creek Drive 3 1 25.0 1,477 205 4,307 44 43 Zone 1 10 2030 5,819 45 2 Selected Yr 2 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 187,355 187,355 738,283 891249 1770 210 CR 240 Trew Creek Drive CR 243 3 1 25.0 2,951 410 8,606 47 46 Zone 1 10 2030 5,819 45 2 Selected Yr 2 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 374,361 374,361 738,283 891250 1820 10 CR 245 CR 240 EOP South 5 1 25.0 865 120 2,523 74 74 Zone 1 10 2080 865 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 5.75 0 14,507 14,507 14,507 821027 2290 10 CR 500 CR 501 W Grimes Creek Road 5 1 22.0 580 71 1,490 89 89 Zone 1 10 2690 1,579 83 2 Selected Yr 2 10 Slurry Seal / Prvnttve Mntnnce 3.50 0 5,215 5,215 14,189 821603 2290 20 CR 500 W Grimes Creek Road Pine Drive 5 1 22.0 777 95 1,994 78 78 Zone 1 10 2690 1,579 83 2 Selected Yr 2 10 Slurry Seal / Prvnttve Mntnnce 3.50 0 6,979 6,979 14,189 821602 2290 30 CR 500 Pine Drive Pine Drive 5 1 22.0 222 27 570 83 83 Zone 1 10 2690 1,579 83 2 Selected Yr 2 10 Slurry Seal / Prvnttve Mntnnce 3.50 0 1,995 1,995 14,189 821133 2300 10 CR 501 Bayfield Center Drive Private Oil Gas (GISID 7655) 1 1 25.0 1,867 259 5,444 73 73 Zone 1 10 2730 5,705 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.25 0 34,025 34,025 115,100 811420 2300 20 CR 501 Private Oil Gas (GISID 7655) E Sossaman Road 1 1 25.0 1,608 223 4,689 88 88 Zone 1 10 2730 5,705 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.25 0 29,306 29,306 115,100 811419 2300 30 CR 501 E Sossaman Road Dove Ranch Road 3 1 30.0 1,723 287 6,032 72 72 Zone 1 10 2730 5,705 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.25 0 37,700 37,700 115,100 821418 2300 40 CR 501 Dove Ranch Road Private Oil Gas (GISID 9830) 3 1 38.0 508 107 2,251 50 49 Zone 1 10 2730 5,705 74 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 6.25 0 14,069 14,069 115,100 822111 1350 60 CR 210 CR 141 + 13200 ft CR 141 + 15840 ft 3 1 25.0 2,640 367 7,700 48 47 Zone 1 10 1490 5,280 46 3 Selected Yr 3 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 334,950 334,950 669,900 901795 1350 70 CR 210 CR 141 + 15840 ft CR 141 + 18480 ft 3 1 25.0 2,640 367 7,700 45 44 Zone 1 10 1490 5,280 46 3 Selected Yr 3 50 FWM + Thick Overlay (> 2.0 - 3.0) 43.50 0 334,950 334,950 669,900 901987 1760 110 CR 240 Wildwood Lane Chelsey Lane 1 1 28.0 1,046 163 3,416 61 61 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 29,890 29,890 116,813 821710 1760 120 CR 240 Chelsey Lane Ute Pass West 1 1 28.0 1,650 257 5,391 70 70 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 47,171 47,171 116,813 821709 1760 130 CR 240 Ute Pass West Ute Pass Road 1 1 28.0 859 134 2,806 64 64 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 24,553 24,553 116,813 821708 1760 140 CR 240 Ute Pass Road Durango Cliffs Drive 1 1 28.0 263 41 859 77 77 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 7,516 7,516 116,813 821707 1760 150 CR 240 Durango Cliffs Drive Baby Bear Road 1 1 28.0 269 42 878 80 80 Zone 1 10 1940 4,087 68 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 7,683 7,683 116,813 821940 1770 10 CR 240 CR 249 Lupine Circle 2 1 35.0 771 150 3,149 76 76 Zone 1 10 1970 1,026 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 19,681 19,681 24,887 831939 1770 20 CR 240 Lupine Circle CR 249 2 1 28.0 255 40 833 75 75 Zone 1 10 1970 1,026 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 5,206 5,206 24,887 831957 1840 10 CR 250 Florida Road Melissa Lane 1 1 40.0 573 127 2,674 66 66 Zone 1 10 2110 2,460 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 16,713 16,713 53,595 821956 1840 20 CR 250 Melissa Lane Metz lane 1 1 34.0 378 71 1,498 90 90 Zone 1 10 2110 2,460 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 9,363 9,363 53,595 821199 1850 10 CR 250 Metz lane Metz lane + 1350 ft 2 1 25.0 1,350 188 3,939 75 75 Zone 1 10 2110 2,460 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 24,619 24,619 53,595 831348 1850 20 CR 250 Metz lane + 1350 ft CR 254 2 1 25.0 159 22 464 87 87 Zone 1 10 2110 2,460 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.25 0 2,900 2,900 53,595 831233 1920 10 CR 252 CR 203 Hwy 550 5 1 25.0 464 65 1,355 60 59 Zone 1 10 2310 1,119 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.00 0 8,130 8,130 29,202 831905 1930 10 CR 252 Hwy 550 Durango Silverton Narrow Gauge Rr 2 1 55.0 65 20 415 94 94 Zone 1 10 2310 1,119 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.00 0 2,490 2,490 29,202 831904 1940 10 CR 252 Durango Silverton Narrow Gauge Rr Trimble Crossing Drive 2 1 45.0 590 147 3,097 81 81 Zone 1 10 2310 1,119 76 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 6.00 0 18,582 18,582 29,202 831989 2590 10 CR 523 CR 521 CR 521 + 827 ft 5 1 21.0 827 97 2,027 34 34 Zone 1 10 3190 827 34 3 Selected Yr 3 60 Surf Recon + Base Rehab / FWM + Strctrl Ptch + Olay 45.00 0 91,215 91,215 91,215 921731 1510 10 CR 221 Hwy 172 CR 222 5 1 25.0 1,147 159 3,344 68 68 Zone 1 10 1730 1,310 68 4 Non-Crtcl Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 7.75 0 25,916 25,916 30,496 842036 1510 20 CR 221 CR 222 CR 222 + 164 ft 5 1 31.0 164 28 591 70 70 Zone 1 10 1730 1,310 68 4 Non-Crtcl Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 7.75 0 4,580 4,580 30,496 841877 1760 10 CR 240 Florida Road Ball Lane 1 1 28.0 1,482 230 4,840 70 70 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 42,350 42,350 164,299 841876 1760 20 CR 240 Ball Lane Sunridge Lane 1 1 28.0 399 62 1,303 71 71 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 11,401 11,401 164,299 841875 1760 30 CR 240 Sunridge Lane Rosetta Circle 1 1 28.0 62 10 202 68 68 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 1,768 1,768 164,299 841874 1760 40 CR 240 Rosetta Circle Brookstone Court 1 1 28.0 259 40 846 71 71 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 7,403 7,403 164,299 841873 1760 50 CR 240 Brookstone Court Sandstone Drive 1 1 28.0 564 88 1,844 64 64 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 16,135 16,135 164,299 841872 1760 60 CR 240 Sandstone Drive Garret 1 1 28.0 83 13 271 64 64 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 2,371 2,371 164,299 841871 1760 70 CR 240 Garret Timberline Drive 1 1 28.0 294 46 961 63 63 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 8,409 8,409 164,299 841870 1760 80 CR 240 Timberline Drive Elkridge Lane 1 1 28.0 114 18 371 60 59 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 3,246 3,246 164,299 841869 1760 90 CR 240 Elkridge Lane Whippoorwill Drive 1 1 28.0 388 60 1,267 66 66 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 11,086 11,086 164,299 841868 1760 100 CR 240 Whippoorwill Drive Wildwood Lane 1 1 28.0 2,104 327 6,872 70 70 Zone 1 10 1930 5,748 69 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.75 0 60,130 60,130 164,299 842089 1850 50 CR 250 Hidden Falls Lane + 2640 ft Hidden Falls Lane + 5280 ft 4 1 22.0 2,640 323 6,776 37 36 Zone 1 10 2130 5,280 36 4 Selected Yr 4 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 47.00 0 318,472 318,472 636,944 922090 1850 60 CR 250 Hidden Falls Lane + 5280 ft Hidden Falls Lane + 7920 ft 4 1 22.0 2,640 323 6,776 35 35 Zone 1 10 2130 5,280 36 4 Selected Yr 4 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 47.00 0 318,472 318,472 636,944 921993 2280 10 CR 330 CR 329 Hwy 151 5 1 25.0 1,325 184 3,864 49 48 Zone 1 10 2680 1,325 48 4 Selected Yr 4 50 FWM + Thick Overlay (> 2.0 - 3.0) 40.50 0 156,492 156,492 156,492 921963 1170 50 CR 141 Spring Road + 7920 ft Spring Road + 10560 ft 2 1 31.0 2,640 455 9,548 74 74 Zone 1 10 1260 5,698 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.50 0 81,158 81,158 160,302 852116 1170 60 CR 141 Spring Road + 10560 ft Spring Road + 12294 ft 2 1 30.0 1,734 289 6,068 56 55 Zone 1 10 1260 5,698 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.50 0 51,578 51,578 160,302 851228 1170 70 CR 141 Spring Road + 12294 ft Hwy 160 2 1 15.0 1,059 88 1,854 80 80 Zone 1 10 1260 5,698 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.50 0 15,759 15,759 160,302 851962 1170 80 CR 141 Hwy 160 Hwy 160 2 1 45.0 265 66 1,389 80 80 Zone 1 10 1260 5,698 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + Strctrl Ptch 8.50 0 11,807 11,807 160,302 852112 1350 80 CR 210 CR 141 + 18480 ft CR 212 3 1 25.0 1,017 141 2,968 80 80 Zone 1 10 1500 1,087 80 5 Non-Crtcl Yr 5 23 Surface Trtmnt / Chip Seal + Strctrl Ptch 7.25 0 21,518 21,518 22,990 852014 1350 90 CR 210 CR 212 Boat Ramp Road 3 1 25.0 70 10 203 85 85 Zone 1 10 1500 1,087 80 5 Non-Crtcl Yr 5 23 Surface Trtmnt / Chip Seal + Strctrl Ptch 7.25 0 1,472 1,472 22,990 851195 1770 130 CR 240 CR 246 + 7920 ft CR 245 2 1 25.0 2,640 367 7,700 42 41 Zone 1 10 2010 5,428 39 5 Selected Yr 5 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 50.50 0 388,850 388,850 807,849 942162 1770 140 CR 240 CR 246 CR 245 2 1 38.0 110 23 488 47 46 Zone 1 10 2010 5,428 39 5 Selected Yr 5 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 50.50 0 24,644 24,644 807,849 941135 1770 150 CR 240 CR 245 High Trails Drive 2 1 25.0 2,678 372 7,809 38 37 Zone 1 10 2010 5,428 39 5 Selected Yr 5 56 FWM + Thick Overlay (> 2.0 - 3.0) + Strctrl Ptch 50.50 0 394,355 394,355 807,849 942257 1000 10 CR 100 CR 105 CR 105 + 2640 ft 5 1 28.0 2,640 411 8,624 60 59 Zone 1 10 1000 6,255 64 6+ Fall Thru Yr 2 0 0 511654 1000 20 CR 100 CR 105 + 2640 ft CR 105 + 5280 ft 5 1 30.0 2,640 440 9,240 67 67 Zone 1 10 1000 6,255 64 6+ Fall Thru Yr 2 0 0 592258 1000 30 CR 100 CR 105 + 5280 ft CR 104 5 1 25.0 975 135 2,844 72 72 Zone 1 10 1000 6,255 64 6+ Fall Thru Yr 2 0 0 651653 1000 40 CR 100 CR 104 CR 103 5 1 24.0 3,930 524 11,003 79 79 Zone 1 10 1010 7,931 79 6+ Not Selected 0 0 731652 1000 50 CR 100 CR 103 CR 102 5 1 25.0 1,329 185 3,877 83 83 Zone 1 10 1010 7,931 79 6+ Not Selected 0 0 782073 1000 60 CR 100 CR 102 Hwy 140 5 1 26.0 2,672 386 8,106 77 77 Zone 1 10 1010 7,931 79 6+ Not Selected 0 0 71

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