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City of Penticton, BC Pavement Management Analysis Report March 2017 City of Penticton Attn.: Tyler Figgitt, Design Supervisor 171 Main Street Penticton, BC V2A-5A9 IMS Infrastructure Management Services Number Four, The Crescent Cambridge, ON Canada N1S 2N8 Phone: (519) 240-5073, Fax: (519) 622-7033 i t

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Page 1: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

City of Penticton, BC Pavement Management Analysis Report

March 2017

City of Penticton Attn.: Tyler Figgitt, Design Supervisor

171 Main Street Penticton, BC V2A-5A9

IMS Infrastructure Management Services Number Four, The Crescent Cambridge, ON Canada

N1S 2N8 Phone: (519) 240-5073, Fax: (519) 622-7033

i t

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IMS Infrastructure Management Services Penticton_Report_ Rev2 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 20

2.3 Structural and Load Associated Distress Analysis 25

2.4 Condition By Functional Classification 29

2.5 Evaluating Quality of the Network and Reconstruction Backlog 29

3.0 REHABILITATION PLAN AND BUDGET DEVELOPMENT 31

3.1 Key Analysis Set Points 31

3.2 Fix All and Annual Estimates 35

3.3 Network Budget Analysis Models 36 3.4 Penticton Comparison to Other Agencies 40

3.5 Selection Summary and Post Rehabilitation Condition 42

3.6 Network Recommendations and Comments 45

APPENDED REPORTS Following Page 46

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

Appendix B $1.55M/year Rehab Plan by Segment

Appendix C $1.55M/year Rehab 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 Post Rehabilitation Plan for $1.55M Budget

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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

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IMS Infrastructure Management Services Penticton_Report_Rev 2 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, Penticton has 189.9 kilometers of roadways, encompassing over 2,058,862 square meters of asphalt. At an average replacement cost for a typical roadway just over $752k per kilometer, not including the value of the land, the City has over $142.8 million invested in its paved roadway network.

Figure 1 – Replacement Value of Penticton 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.

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IMS Infrastructure Management Services Penticton_Report_Rev 2 Page 2

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.

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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 Penticton, 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 city 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

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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 city’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 city’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:

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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.

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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 arterial and collector 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 for the arterial and collector roadways

PCI = 33% Roughness Index + 67% Surface Distress Index for collector rural and local (residential and rural) roadways

Development of the pavement management plan and budgets were completed using Penticton-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)

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1.3 FUNCTIONAL CLASS REVIEW

As part of the scope of this assignment, the functional classification designations currently used by Penticton 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 British Columbia Ministry of Transportation along with 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 City’s functional classification definitions used in the assessment are as follows:

1. Arterial (ART) – all cross city corridors consisting of 4 or more lanes, generally spaced at 1 mile intervals with daily traffic counts generally exceeding 20,000 vehicles per day and at least 2 to 4 lanes across, generally spaced on the 1 or ½ mile section line with daily traffic counts generally between 10,000 and 20,000 vehicles per day. The ADT generally falls in the 5,000 to 20,000 vehicle per day range. They are typically spaced on the ½ or ¼ mile section line and on occasion. Major cross city corridors with a landscaped median were also assigned to Major Arterials.

2. Commercial (COM) – Commonly located in areas of the City that are not local or commercial in nature. These streets have low traffic volumes, but generally carry a higher percentage of trucks traveling to and from factories or warehouse and distribution centers.

3. Collector Residential (COL) – continuous and discontinuous cross City and inter-district corridors that are 2 to 4 lanes across and generally have a centerline stripe or a designated bus route. The ADT generally falls in the 5,000 to 10,000 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 street segments leading to, or adjacent to, a major traffic generator site such as a regional shopping complex. Also, Collectors are the street segments linking the residential roadways to the arterial. Some of these roadways do not have a stripe, are two lanes across and have traffic volumes between 1,000 to 5,000 vehicles per day. Collectors are neither transit bus nor truck routes, but may have residences adjacent to them.

4. Local Residential (LOC) – are the majority of the street segments consisting of all residential and frontage roads not defined above or as an industrial/commercial. Local rural roadways will comprise of street segments outside the local residential areas.

Alleys and bicycle paths were not included in this study even though they are part of the overall transportation network. The implication of this is that the final pavement management plan and budget developed under this program will not cover upkeep of alleys and bicycle paths. Also, non-City owned streets were not surveyed as they are not maintained by the City.

The following figure (Figure 6) highlights the functional classifications used for the Penticton roadway network. An electronic version of this map is appended to this report.

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Figure 6 – Penticton Functional Classification Designation

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1.4 ASSEMBLY OF DATA INTO PROJECTS

Penticton’s GIS was used as the basis for segmenting the roadway network on a block-by-block 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.

The Penticton rehabilitation plan was developed using an on-street/side street approach. The definition for the On-street/side street methodology is as follows:

• On-street/side Street – the rehab plan was created by aggregating like segments to form a homogeneous project, typically ½ to 1 mile in length. All projects stay on a single street and do not cross a major roadway. The smallest length is a single block if it is so different than the adjacent ones, the longest would be 5 to 10 blocks. The length would also be governed by condition – the better the score, the longer the project can be. No single project should soak up more than 25% of the annual budget.

In addition, we also link smaller side streets as the project passes by them. This approach often combines functional classes such as a small local cul-de-sac is picked up with a collector. The idea is to prevent orphaned segments being left alone and forgotten. In terms of cost-efficiency, it generally is the best. So within a neighborhood, one project could get selected and another deferred. This approach can also be used to “knit” together the patch work quilt nature of pavements in to a more homogeneous blend.

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, also referred to as projects or “SuperSegments”, used for the analysis. An electronic version of this map is appended to this report.

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Figure 7 – Penticton Assembled Projects by Condition Rating

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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.

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

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

Penticton has no streets rated Very Poor – this photo is from another city – Rated as Very Poor, this segment displays extensive base failure made evident by the severe amount of fatigue (alligator) cracking, wheel path rutting, 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 City. 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.

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

Sutherland Place From Sutherland Road to North East End (GISID 303, PCI = 37) – 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 each slab. Some of the distresses present in this segment include linear and transverse cracking, alligator cracking, and raveling/weathering. If the drainage was repaired and the failed area dug out, a grind and overlay for asphalt. 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 City – that is the greatest increase in life per rehabilitation dollar spent.

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

Vernon Avenue From Comox Street to Alberni Street (GISID 410, PCI = 49) – 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 city. 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 and for concrete street extensive panel replacement if deferred without a significant cost increase.

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

Nanaimo Avenue East from Gwyer Street to Cambie Street (GISID 716, PCI = 55) – Rated in the Fair category, these streets require thin to moderate overlays for asphalt when they enter their need year (generally within 2-3 points of the lower PCI in the defined range). Several distresses are present, but tend to be more localized and moderate in severity, and non-load related (primarily longitudinal cracking at the joint, patching and rutting). 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 $11 to $19/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 of concrete roads has limited options as it is difficult to complete surface-based overlays. Rehabilitation strategies tend to focus on removal and replacement of whole or partial slabs and surface grinding to restore the longitudinal profile of the roadway.

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

Main Street from Edna Avenue to Preston Avenue (GISID 606, PCI = 70) – Rated as Good, it displays small amounts of distresses that can easily be removed, replaced, and covered 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 Penticton 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.

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

Green Avenue West from Highway 97 to Coleman Street (GISID 83, PCI = 75) – Rated as Very Good, displaying 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.

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Excellent (PCI = 85 to 100)

Government Street From Edmonton Avenue to Forestbrook Drive (GISID 777, PCI = 91) – 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 segment would be an ideal candidate for routine maintenance activities such as joint sealing. Similar condition asphalt roads are also ideal candidate for routine maintence activities such as crack sealing.

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2.0 ROADWAY NETWORK CONDITION AND FINDINGS

2.1 ROADWAY NETWORK SIZE

The paved roadway network consists of six functional classes, covering approximately 189.9 kilometers of pavement. The average pavement condition index (PCI) of the roadway network at the time of survey was a 76. The network has one pavement type, asphalt. The following table and figure 8 summarize the functional classification splits within the system.

Figure 8 – Functional Classification Distribution by Area

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2.2 NETWORK PRESENT CONDITION

Figure 9 presented below shows the distribution of pavement condition for the roadway network in Penticton on a 0 to 100 scale, 0 is the worst condition and 100 is the best condition. The average PCI for the network at the time of survey is a 76. While direct comparisons to other agencies is difficult due to variances in ratings systems, overall, Penticton is well above the average of other agencies recently surveyed by IMS, which typically fall in the 60 to 65 range.

Figure 9 – Roadway Network Present Status

The current PCI distribution exhibits a relatively young network that has been subject to an effective preventative maintenance program, combined with a first round of surface treatments and overlays. It is apparent from the current distribution profile, with its predominant long tail to the left coupled with a relatively small percentage below 50; the City of Penticton has placed an emphasis on its roadway network and is committed to its ongoing renewal. A typical distribution would exhibit a bell curve centered on the 60 to 70 range.

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The following graph (Figure 10) 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 twenty-three percent (22.9%) of the network can be considered in Excellent condition with an 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 above the average. About forty-seven percent (47.0%) 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 eighteen percent (18%) of the streets are rated as Good and are candidates for lighter surface-based rehabilitations such as heavy microsurfacing or thin overlays. Eleven percent (10.7%) 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 one percent (1.2%) 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 10 – Roadway Network Present Status Using Descriptive Terms

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Figures 11 and 12 present the surveyed condition of the streets using PCI and descriptive terms, respectively. Electronic versions of these maps are appended to this report.

Figure 11 – Penticton by Segment Using Pavement Condition Index (PCI)

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Figure 12 – Penticton Pavement Condition by Segment Using Descriptive Terms

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The role of the street network as a factor in the City’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.

Penticton has a centerline mileage to population ratio that trends normally when compared to other 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 13) presents a comparison of population versus centerline mileage of several recent surveys. As can be seen, Penticton falls nearly on the trend line for centerline mileage.

One other aspect of the City’s network that should be noted is the average width of the pavements. While the center line length to population ratio is within the expected norms, the average width is also in line with other agencies recently surveyed by IMS at 10.8 meters. Typical average pavement widths fall in the 10 to 11 meter range, so Penticton is within the average range. While not directly related to pavement condition, a higher average road width does contribute to higher than average rehabilitation costs associated with an increase in the pavement square meters maintained by the city.

The overwhelming majority of the Penticton road network falls under the Very Good to Excellent categories, while the amount of Very Poor to Fair streets is minimal. The primary concern for the long term health of Penticton’s roadway network from a pavement management perspective is to maintain the current profile of the network – that is keep a very low backlog and while simultaneously preventing a slide in PCI at the higher end of the scale.

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Figure 13 – Agency Population versus Centerline Kilometer

2.3 STRUCTURAL AND LOAD ASSOCIATED DISTRESS ANALYSIS

Structural testing and analysis was completed on the arterial and collector 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.

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Figure 14 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. The structural score does factor into the overall condition index, and 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 14 – Structural Adequacy of the Roadway Network

The horizontal green dashed lines highlight the Structural Index ranges used as selection criteria during the budget analysis. The structural adequacy of a road is expressed as a 0 to 100 score with several key ranges: roadways with a Structural Index greater than 75 are deemed to be structurally adequate for the loading and may be treated with lightweight surface treatments or thin overlays; those between 45 and 75 typically reflect roads that require additional pavement thickness; and scores below 45 typically require reconstruction and/or increased base and pavement thickness. It should be noted that two segments can have similar PCI values yet have differing subgrade ratings based on their testing results. Once they enter the rehabilitation planning, the Structural Index value would also ensure a thicker overlay or additional localized repairs are applied to the street segment with the lower SI score.

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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 county 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.

Structural testing and analysis was not performed on Penticton’s local roadway network. Instead, 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 capacity 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 Penticton. For asphalt streets, roadways were classified as Weak, Moderate, or Strong.

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.

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Figure 15 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 City 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 15 – Pavement Condition Index versus Sum of Distress Deducts

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2.4 CONDITION BY FUNCTIONAL CLASSIFICATION

Figure 16 highlights the pavement condition distribution by functional classification. From the plot it is apparent the collector residential and commercial roadways are in the best condition and both have an average PCI of 76, which is 1 point above the current overall network average of 75 (PCI at the time of the survey was a 76). The collector rural network PCI is 71. The local roadway network forms the majority of the City’s street system. Local residential network average PCI is 79 and local rural average network PCI is 69. Arterial roadways have an average PCI of 64. Arterials are the streets that have the majority of traffic use and link various parts of the City together. They may be considered the thoroughfares of the City and during the budget development process, should receive the highest priority when selecting rehabilitation candidates.

Figure 16 – Condition Rating by Functional Classification

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.

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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.

Penticton met three out of three of the minimum metrics for evaluating the quality of its roadway network. Penticton’s average overall pavement condition is well above the recommended target zone of 60 to 65 with an average of 75. The number of streets rated as Excellent is above the minimum target of 15% at

23%. The backlog amount was 1%, which is well below the maximum recommended target of 10%.

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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 City’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 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 asphalt performance curves follows traditional sigmoidal deterioration models such as those contained in MicroPAVER and other commonly used pavement management applications. The curves are constructed such that a typical overlay following new pavement construction does not occur until 20 to 30 years have passed, and full reconstruction does not occur until 40 to 65 years have passed or the street has a PCI below 10. Each street is assigned a curve based on its pavement type, functional classification, and pavement strength as determined in Section 2. The curves assume an ultimate life between 60 and 100 years and are designed to be asymptotic to the X-axis (Time) to reflect the salvage value of the pavement once it has reached the end of its service life with an PCI less than 10.

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 17 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.

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Figure 17– 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 feet 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 Penticton’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, but are included elsewhere in the analysis.

• 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.

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• 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.

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Figure 18 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 a Mod Olay with an allowance for RR, Mod is short for Moderate and Olay is a contraction for overlay, and RR is short for Remove and Replace (Structural patching).

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 18 – Asphalt (ACP) Rehabilitation Strategies

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3.2 FIX ALL AND ANNUAL ESTIMATES

Three different approaches may be taken to identify and confirm the amount of funds the city 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 peripheral concrete or drainage needs.

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 Penticton’s roadway network, estimated at $114,209,000, and dividing that by the ultimate life of a roadway – assumed to be 50 to 100 years for asphalt and concrete respectively (please note, the 50 to 100 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 $2.28M.

Pavement TypePavement Value ($)

Ultimate Life Span (yrs)

Life Cycle Annual Cost

($/yr)

Asphalt Network 114,209,000 50 2,280,000Concrete Network 0 100 0

All Streets 114,209,000 2,280,000

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 Penticton the average PCI for asphalt roads is a 76, which places the city in the slurry seal range, at an average cost of $4.85/m2. The city needs to spend approximately $1.9M/year to maintain the current condition average.

Pavement Type

Pavement Condition

Index (PCI)Typical Rehab

Based on Condition

Blended Rehab Unit Rate ($/m2)

Average Rehab Life Cycle (yrs)

Kilometers To Do Each Year

(Kmi)

Cost Per Kilometer

($/km)

Life Cycle Annual Cost

($/yr)

Asphalt Network 76 Slurry Seal 4.85 5 38.0 50,100 1,900,000Concrete Network 0 PCC Reconstruction 0.00 75 0.0 0 0

All Streets 1,900,000

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 Penticton. For Penticton, the Fix All Estimate for the network deficiency is approximately $25 Million and the Life Cycle Cost is $2.22M/year.

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Asphalt DeficiencyTotal Cost

($CDN) % of Total ArterialCollector

CommercialCollector

Residential Collector RuralLocal

CommercialLocal

Residential Local RuralLife Cycle

(years)Life CycleCost ($)

Reconstruction (Base) 193,900 0.8 0 0 0 0 0 0 193,900 50 4,000Reconstruction (Surface) 1,432,500 5.8 0 0 0 583,800 77,500 214,900 556,300 35 41,000

Thick Olay (> 50 - 75) 2,208,000 8.9 275,200 281,000 0 688,600 631,500 134,800 196,900 20 110,000Mod Overlay (50 - 75) 5,121,900 20.7 1,514,600 1,285,300 510,800 195,800 266,900 1,023,300 325,200 17 301,000

Thin Overlay (< 50mm) 9,935,600 40.1 1,512,800 1,687,600 2,224,800 1,014,100 673,200 2,736,800 86,300 15 662,000Surface Treatment 1,997,000 8.1 20,100 540,100 458,800 45,400 222,400 683,500 26,700 7 285,000

Slurry Seal 3,747,200 15.1 42,500 684,400 762,500 324,300 273,400 1,460,800 199,300 5 749,000Routine Maintenance 154,600 0.6 2,600 18,100 16,800 9,100 35,500 68,300 4,200 2 77,000

Total Asphalt Network: 24,790,700 100 3,367,800 4,496,500 3,973,700 2,861,100 2,180,400 6,322,400 1,588,800 2,229,000

Concrete DeficiencyTotal Cost

($CDN) % of Total ArterialCollector

CommercialCollector

Residential Collector RuralLocal

CommercialLocal

Residential Local RuralLife Cycle

(years)Life CycleCost ($)

PCC Reconstruction 0 0.0 0 0 0 0 0 0 0 75 0PCC Partial Recon 0 0.0 0 0 0 0 0 0 0 50 0

Extensive Pnl Rplcmnt 0 0.0 0 0 0 0 0 0 0 25 0Moderate Pnl Rplcmnt 0 0.0 0 0 0 0 0 0 0 20 0

Slight Pnl Rplcmnt 0 0.0 0 0 0 0 0 0 0 15 0Localized Rehab 0 0.0 0 0 0 0 0 0 0 10 0

Joint Rehab 0 0.0 0 0 0 0 0 0 0 5 0Routine Maintenance 0 0.0 0 0 0 0 0 0 0 2 0

Total Concrete Network: 0 0 0 0 0 0 0 0 0 0

Total Network : 24,790,700 3,367,800 4,496,500 3,973,700 2,861,100 2,180,400 6,322,400 1,588,800 2,229,000

3.3 NETWORK BUDGET ANALYSIS MODELS

An analysis containing a total of 11 budget runs ($500K through $4M per year) plus Unlimited and Do Nothing options was prepared for Penticton. 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 city would require without any constraints on budgets. For Penticton, the unlimited budget is approximately $32.7M over 5 years. This increases the network PCI to a maximum of 88 and tapering off to an 85 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 75 to a 67.

• $500K through $4.0M - Identifies the resultant network PCI at various funding levels. From these budgets, the final recommended annual budget was determined.

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IMS Infrastructure Management Services Penticton_Report_Rev 2 Page 37

The results of the analysis are summarized in Figure 19 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 analysis results. As can be seen from the plot, a budget of $1.75M per year would maintain the network PCI at 76; this is known as the Steady State PCI budget. At that budget, the backlog would also be maintained at 1%. A minimum recommended budget of $1.55M per year would maintain the PCI at 75 and the backlog at 1% after five years. A budget of $775K per year would reduce the network average PCI score at 71 and backlog would increase to 3%. A control budget of $525K per year (Shown in Purple) would reduce the PCI to 70 and raise the backlog to 4%.

Figure 19 – 5 Year Post Rehab Network PCI Analysis Results

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Figure 20 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 control backlog set at 5%). A budget of $775K per year would increase the backlog to 3% and lower the PCI to 71 after a 5 year horizon. The recommended budget of $1.55M would reduce the PCI to 75 and maintain the backlog at 1%. The steady state budget of $1.75M would maintain the backlog of 1% and slightly maintain PCI at 76.

Figure 20 – 5 Year Post Rehab Network Backlog Results

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Figure 21 presents the analysis results on an annual basis. This shows that if the budget falls below $1.750M 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 infrastructure fail or the City will be paying more to maintain the system.

Figure 21 – 5 Year Annual PCI

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3.4 PENTICTON COMPARISON 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, Penticton’s control budget requirement of approximately $1.75M/year ($11,000/Kilometer) is below the sample average of $15,500.

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Figure 22 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.

Penticton’s current Network Index is 74, placing it in a very healthy and well managed network target zone (shown as the blue square).

Figure 22 – Network Index

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3.5 SELECTION SUMMARY AND POST REHABILITATION CONDITION

The following Figure 23 compares the current network condition distribution against the five-year post rehabilitation distributions of the recommended annual budget ($1.55M/year). As can be seen in the plot, the budget will meet all three metrics for a quality pavement network.

Figure 23 – Five-Year Post Rehabilitation Condition Distribution

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Figures 24 and 25 present the $1.55M/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 24 –$1.55M Five-Year Rehabilitation Plan by Activity and Year

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Figure 25 –$1.55M Five-Year Post Rehabilitation PCI by Segment

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3.6 NETWORK RECOMMENDATIONS AND COMMENTS

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

1. Penticton should adopt a policy statement that maintains the current network average PCI of 75 while keeping backlog below 5%.

A minimum annual budget of $1.55M is recommended to maintain the current average network PCI at a 75, and resulting in a backlog of 1%.

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 2016 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 city 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. Drainage rehabilitation was only accounted for on roadways that were selected for pavement rehabilitation. This report does not cover drainage requirements across the network as a whole.

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

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Appendix A

Street Inventory and Condition Summary, Sorted by Street Name

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 1 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

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527 1000 10 ABBOTT ST SOUTH END NANAIMO AVE E 11.6 66 38 799 87 68 60 80 Mod V Good 11 2 3.9 10.0 9.7 8.9 10.0 10.0 10.0 10.0 10.0 10.0520 1010 10 ABBOTT ST NANAIMO AVE E WESTMINSTER AVE E 11.8 173 102 2,146 70 46 91 69 Strng Good 19 12 7.9 10.0 8.8 8.4 9.9 10.0 10.0 9.8 9.8 9.9522 1020 10 ABBOTT ST WESTMINSTER AVE E GUERNSEY AVE 11.0 184 101 2,126 73 54 91 73 Strng V Good 19 8 5.0 9.7 9.1 8.7 10.0 10.0 10.0 9.8 9.9 9.9493 1020 20 ABBOTT ST GUERNSEY AVE VANCOUVER AVE 11.5 99 57 1,191 70 57 88 71 Strng V Good 26 4 4.6 9.0 9.6 8.8 10.0 10.0 10.0 9.5 9.8 10.0494 1030 10 ABBOTT ST VANCOUVER AVE MARINA WAY 5.7 111 32 664 96 87 60 93 Mod Excellent 3 1 4.4 10.0 10.0 10.0 10.0 9.7 10.0 9.9 9.8 10.0117 1040 10 ABEL ST GRANBY AVE DUNCAN AVE W 9.2 118 54 1,142 89 69 100 87 Strng Excellent 3 9 5.5 10.0 9.7 10.0 9.4 9.6 10.0 9.9 9.7 10.0939 1050 10 ACACIA CRES ALDER ST ACACIA PL 9.2 85 39 820 79 60 60 73 Mod V Good 18 3 5.9 10.0 9.8 9.1 10.0 9.5 10.0 9.2 9.8 10.0266 1050 20 ACACIA CRES ACACIA PL ALDER ST 9.2 419 193 4,047 86 67 60 80 Mod V Good 11 3 5.0 10.0 10.0 10.0 9.8 9.5 10.0 8.9 9.7 10.0272 1060 10 ACACIA PL ACACIA CRES NORTH END 8.9 75 33 701 86 67 60 79 Mod V Good 12 3 6.9 10.0 9.8 9.2 10.0 9.2 10.0 9.9 9.8 10.0315 1070 10 ADAMS CRES RIDGEDALE AVE NE END 10.4 169 88 1,840 87 68 60 81 Mod V Good 12 1 6.3 10.0 10.0 9.4 10.0 9.7 10.0 9.4 9.8 10.0900 1080 10 ADAMSON CRT ADAMSON DR NORTH END 15.1 27 21 435 76 56 60 70 Mod Good 22 2 13.7 8.8 9.9 10.0 10.0 10.0 10.0 8.7 9.8 10.0216 1090 10 ADAMSON DR TABER RD ADAMSON CRT 8.9 50 22 470 95 85 60 92 Mod Excellent 2 3 5.6 10.0 9.8 10.0 10.0 10.0 10.0 9.7 9.7 10.0

10216 1090 20 ADAMSON DR ADAMSON CRT EAST END 8.9 27 12 255 82 63 60 76 Mod V Good 13 5 7.8 10.0 9.7 9.0 9.9 10.0 10.0 9.6 9.7 10.0899 1100 10 ADAMSON DR SW END ADAMSON PL 9.0 99 45 935 89 70 60 82 Mod V Good 10 1 4.4 10.0 10.0 9.7 10.0 9.4 10.0 9.5 9.8 10.0

10899 1100 20 ADAMSON DR ADAMSON PL DARTMOUTH DR 8.6 84 36 756 78 58 60 71 Mod V Good 20 2 5.7 10.0 9.9 8.4 10.0 10.0 10.0 9.5 9.8 10.0223 1110 10 ADAMSON PL ADAMSON DR NORTH END 8.8 58 26 538 78 58 60 71 Mod V Good 21 2 9.5 9.3 9.9 9.5 10.0 9.7 10.0 9.1 9.8 10.0408 1130 10 ALBERNI ST HWY 97 CRESTON AVE 11.8 103 61 1,280 94 83 94 91 Strng Excellent 4 1 4.0 10.0 10.0 9.7 10.0 10.0 9.8 10.0 9.7 10.0411 1130 20 ALBERNI ST CRESTON AVE VERNON AVE 11.8 97 57 1,199 99 90 93 95 Strng Excellent 1 0 2.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0 10.0 10.0393 1130 30 ALBERNI ST VERNON AVE WESTMINSTER AVE E 14.4 139 100 2,096 100 90 87 94 Strng Excellent 0 0 3.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0417 1150 10 ALBERNI ST SOUTH END DYNES AVE 6.9 54 19 392 98 89 60 95 Mod Excellent 2 0 3.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8418 1150 20 ALBERNI ST DYNES AVE CHURCHILL AVE 6.9 96 33 695 80 61 60 74 Mod V Good 19 1 9.7 10.0 10.0 9.2 10.0 9.5 9.2 9.6 9.8 10.033 1160 10 ALBERTA AVE WEST END RIGSBY ST 7.7 116 45 938 96 87 60 93 Mod Excellent 0 4 4.0 10.0 10.0 10.0 9.7 10.0 10.0 10.0 9.8 10.0

942 1170 10 ALDER ST CREEKSIDE RD REDLANDS RD 11.3 51 29 602 95 85 60 92 Mod Excellent 0 5 4.4 10.0 9.6 10.0 10.0 10.0 10.0 10.0 9.7 10.0941 1170 20 ALDER ST REDLANDS RD REDLANDS RD 11.5 33 19 404 63 48 80 58 Strng Fair 9 28 5.9 10.0 6.9 9.2 9.7 10.0 10.0 9.8 9.8 10.0938 1170 30 ALDER ST REDLANDS RD ACACIA CRES 11.5 72 41 865 70 47 80 63 Strng Good 7 23 6.9 10.0 7.2 10.0 10.0 10.0 10.0 9.2 9.8 10.0

1144 1170 40 ALDER ST ACACIA CRES ALDER ST 11.5 79 45 953 85 66 60 79 Mod V Good 4 11 7.4 10.0 8.7 10.0 10.0 9.5 10.0 9.8 9.8 10.0940 1170 50 ALDER ST ALDER ST ACACIA CRES 11.5 108 62 1,309 83 64 60 77 Mod V Good 9 8 5.4 10.0 9.3 9.5 9.8 10.0 10.0 9.5 9.8 10.0370 1170 60 ALDER ST ACACIA CRES JOHNSON RD 11.5 95 55 1,147 75 54 60 68 Mod Good 15 11 8.7 10.0 8.8 9.1 10.0 10.0 10.0 9.3 9.8 10.028 1180 10 ALEXANDER AVE POWER ST BASSETT ST 8.3 110 46 960 94 83 60 91 Mod Excellent 1 5 6.1 10.0 9.5 10.0 10.0 10.0 10.0 9.9 9.7 10.021 1180 20 ALEXANDER AVE BASSETT ST MAPLE ST 8.3 104 43 902 95 84 60 91 Mod Excellent 0 5 5.0 10.0 9.5 10.0 10.0 10.0 10.0 10.0 9.7 10.020 1180 30 ALEXANDER AVE MAPLE ST LAKEVIEW ST 8.3 277 115 2,415 99 90 60 96 Mod Excellent 0 1 3.8 10.0 9.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0

1067 1190 10 ALLISON ST HATFIELD AVE BRACEWELL DR 11.5 88 51 1,062 86 69 60 81 Mod V Good 13 0 3.2 10.0 9.9 9.6 10.0 10.0 10.0 8.8 10.0 10.01077 1190 20 ALLISON ST BRACEWELL DR CLELAND DR 11.5 81 47 977 80 61 60 74 Mod V Good 17 3 4.4 10.0 9.8 9.1 10.0 10.0 10.0 9.0 9.8 10.01076 1190 30 ALLISON ST CLELAND DR LAWRENCE 11.5 115 66 1,388 78 58 60 71 Mod V Good 15 7 7.7 10.0 9.2 9.4 10.0 10.0 10.0 9.0 9.8 10.0843 1210 10 AMHERST ST OKANAGAN AVE E ROSETOWN AVE 12.4 141 87 1,833 97 89 60 94 Mod Excellent 0 3 3.2 10.0 9.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0853 1210 20 AMHERST ST ROSETOWN AVE INDUSTRIAL AVE E 11.1 200 111 2,334 98 89 60 95 Mod Excellent 0 2 3.3 10.0 9.8 10.0 10.0 9.9 10.0 10.0 10.0 10.0268 1230 10 ANDREW PL MIDDLE BENCH RD S EAST END 8.9 111 49 1,034 85 66 60 79 Mod V Good 3 11 6.3 10.0 9.2 9.7 9.5 10.0 10.0 9.9 9.8 10.0708 1240 10 APPLETON AVE WEST END GRANDVIEW ST 7.0 114 40 843 75 58 60 69 Mod Good 24 1 4.5 10.0 10.0 8.1 10.0 9.1 10.0 9.9 9.8 10.0487 1250 10 ARGYLE ST HASTINGS AVE DOUGLAS AVE 11.9 101 60 1,257 100 96 60 99 Mod Excellent 0 0 1.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0150 1250 20 ARGYLE ST DOUGLAS AVE CONKLIN AVE 11.9 121 72 1,506 100 96 60 98 Mod Excellent 0 0 1.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0598 1250 30 ARGYLE ST CONKLIN AVE WINDSOR AVE 10.9 145 79 1,662 79 59 60 72 Mod V Good 20 1 7.0 8.8 10.0 10.0 10.0 9.3 10.0 9.3 9.8 10.0595 1250 40 ARGYLE ST WINDSOR AVE SCOTT AVE 10.9 149 81 1,705 86 67 60 80 Mod V Good 7 7 5.7 10.0 9.3 10.0 10.0 9.2 10.0 9.5 9.8 10.0572 1250 50 ARGYLE ST SCOTT AVE WOODRUFF AVE 10.9 121 66 1,390 78 59 60 72 Mod V Good 11 10 5.1 10.0 8.8 9.6 10.0 9.4 10.0 9.3 9.9 10.0

1127 1250 60 ARGYLE ST WOODRUFF AVE ECKHARDT AVE W 10.9 161 88 1,841 72 65 60 70 Mod Good 19 8 3.6 9.2 8.9 9.4 10.0 9.7 10.0 9.5 10.0 10.0249 1260 10 ARMSTRONG DR WESTVIEW DR ROGERS CRES 9.8 351 172 3,614 88 69 60 82 Mod V Good 9 2 6.2 10.0 9.9 9.7 10.0 9.6 10.0 9.5 9.8 10.071 1270 10 ARNOTT PL WILSON ST EAST END 11.2 111 63 1,315 86 68 60 80 Mod V Good 12 1 7.8 10.0 10.0 10.0 10.0 10.0 10.0 8.5 9.7 10.064 1280 10 ASH PL WEST END TRURO ST 10.9 115 63 1,316 99 90 60 96 Mod Excellent 0 1 4.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0

190 1290 10 ASPEN PL HEATHER RD NORTH END 11.5 77 45 936 81 62 60 75 Mod V Good 15 3 7.5 10.0 9.8 8.7 10.0 9.6 10.0 10.0 9.7 10.0634 1310 10 ATKINSON ST KINNEY AVE WARREN AVE W 11.6 289 168 3,529 79 62 82 76 Strng V Good 12 9 3.9 10.0 9.3 9.5 9.5 10.0 10.0 9.2 10.0 9.9645 1320 10 ATKINSON ST WARREN AVE W ROY AVE 12.8 143 92 1,924 62 52 80 64 Strng Good 22 15 5.3 9.0 8.2 9.4 10.0 10.0 10.0 9.2 9.9 10.0643 1320 20 ATKINSON ST ROY AVE WYLES CRES 11.4 71 41 853 72 79 73 74 Mod V Good 11 17 2.4 10.0 8.1 9.2 9.8 10.0 10.0 9.7 10.0 9.9642 1320 30 ATKINSON ST WYLES CRES OKANAGAN AVE W 11.6 76 44 929 81 76 83 81 Strng V Good 9 9 2.6 10.0 8.9 9.3 10.0 10.0 10.0 9.7 10.0 10.0639 1320 40 ATKINSON ST OKANAGAN AVE W INDUSTRIAL AVE W 11.4 282 161 3,374 74 60 88 74 Strng V Good 11 15 4.2 9.5 8.4 9.7 9.8 10.0 10.0 9.6 9.9 10.0

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City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

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527 1000 10 ABBOTT ST SOUTH END NANAIMO AVE E 11.6 66 38 799520 1010 10 ABBOTT ST NANAIMO AVE E WESTMINSTER AVE E 11.8 173 102 2,146522 1020 10 ABBOTT ST WESTMINSTER AVE E GUERNSEY AVE 11.0 184 101 2,126493 1020 20 ABBOTT ST GUERNSEY AVE VANCOUVER AVE 11.5 99 57 1,191494 1030 10 ABBOTT ST VANCOUVER AVE MARINA WAY 5.7 111 32 664117 1040 10 ABEL ST GRANBY AVE DUNCAN AVE W 9.2 118 54 1,142939 1050 10 ACACIA CRES ALDER ST ACACIA PL 9.2 85 39 820266 1050 20 ACACIA CRES ACACIA PL ALDER ST 9.2 419 193 4,047272 1060 10 ACACIA PL ACACIA CRES NORTH END 8.9 75 33 701315 1070 10 ADAMS CRES RIDGEDALE AVE NE END 10.4 169 88 1,840900 1080 10 ADAMSON CRT ADAMSON DR NORTH END 15.1 27 21 435216 1090 10 ADAMSON DR TABER RD ADAMSON CRT 8.9 50 22 470

10216 1090 20 ADAMSON DR ADAMSON CRT EAST END 8.9 27 12 255899 1100 10 ADAMSON DR SW END ADAMSON PL 9.0 99 45 935

10899 1100 20 ADAMSON DR ADAMSON PL DARTMOUTH DR 8.6 84 36 756223 1110 10 ADAMSON PL ADAMSON DR NORTH END 8.8 58 26 538408 1130 10 ALBERNI ST HWY 97 CRESTON AVE 11.8 103 61 1,280411 1130 20 ALBERNI ST CRESTON AVE VERNON AVE 11.8 97 57 1,199393 1130 30 ALBERNI ST VERNON AVE WESTMINSTER AVE E 14.4 139 100 2,096417 1150 10 ALBERNI ST SOUTH END DYNES AVE 6.9 54 19 392418 1150 20 ALBERNI ST DYNES AVE CHURCHILL AVE 6.9 96 33 69533 1160 10 ALBERTA AVE WEST END RIGSBY ST 7.7 116 45 938

942 1170 10 ALDER ST CREEKSIDE RD REDLANDS RD 11.3 51 29 602941 1170 20 ALDER ST REDLANDS RD REDLANDS RD 11.5 33 19 404938 1170 30 ALDER ST REDLANDS RD ACACIA CRES 11.5 72 41 865

1144 1170 40 ALDER ST ACACIA CRES ALDER ST 11.5 79 45 953940 1170 50 ALDER ST ALDER ST ACACIA CRES 11.5 108 62 1,309370 1170 60 ALDER ST ACACIA CRES JOHNSON RD 11.5 95 55 1,14728 1180 10 ALEXANDER AVE POWER ST BASSETT ST 8.3 110 46 96021 1180 20 ALEXANDER AVE BASSETT ST MAPLE ST 8.3 104 43 90220 1180 30 ALEXANDER AVE MAPLE ST LAKEVIEW ST 8.3 277 115 2,415

1067 1190 10 ALLISON ST HATFIELD AVE BRACEWELL DR 11.5 88 51 1,0621077 1190 20 ALLISON ST BRACEWELL DR CLELAND DR 11.5 81 47 9771076 1190 30 ALLISON ST CLELAND DR LAWRENCE 11.5 115 66 1,388843 1210 10 AMHERST ST OKANAGAN AVE E ROSETOWN AVE 12.4 141 87 1,833853 1210 20 AMHERST ST ROSETOWN AVE INDUSTRIAL AVE E 11.1 200 111 2,334268 1230 10 ANDREW PL MIDDLE BENCH RD S EAST END 8.9 111 49 1,034708 1240 10 APPLETON AVE WEST END GRANDVIEW ST 7.0 114 40 843487 1250 10 ARGYLE ST HASTINGS AVE DOUGLAS AVE 11.9 101 60 1,257150 1250 20 ARGYLE ST DOUGLAS AVE CONKLIN AVE 11.9 121 72 1,506598 1250 30 ARGYLE ST CONKLIN AVE WINDSOR AVE 10.9 145 79 1,662595 1250 40 ARGYLE ST WINDSOR AVE SCOTT AVE 10.9 149 81 1,705572 1250 50 ARGYLE ST SCOTT AVE WOODRUFF AVE 10.9 121 66 1,390

1127 1250 60 ARGYLE ST WOODRUFF AVE ECKHARDT AVE W 10.9 161 88 1,841249 1260 10 ARMSTRONG DR WESTVIEW DR ROGERS CRES 9.8 351 172 3,61471 1270 10 ARNOTT PL WILSON ST EAST END 11.2 111 63 1,31564 1280 10 ASH PL WEST END TRURO ST 10.9 115 63 1,316

190 1290 10 ASPEN PL HEATHER RD NORTH END 11.5 77 45 936634 1310 10 ATKINSON ST KINNEY AVE WARREN AVE W 11.6 289 168 3,529645 1320 10 ATKINSON ST WARREN AVE W ROY AVE 12.8 143 92 1,924643 1320 20 ATKINSON ST ROY AVE WYLES CRES 11.4 71 41 853642 1320 30 ATKINSON ST WYLES CRES OKANAGAN AVE W 11.6 76 44 929639 1320 40 ATKINSON ST OKANAGAN AVE W INDUSTRIAL AVE W 11.4 282 161 3,374

Project Summary

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1000 1000 - ABBOTT ST 66 799 80 V Good 2 51010 1010 - ABBOTT ST 173 2,146 69 Good 3 31020 1020 - ABBOTT ST 283 3,317 72 V Good 3 31020 1020 - ABBOTT ST 283 3,317 72 V Good 3 31030 1030 - ABBOTT ST 111 664 92 Excellent 2 51040 1040 - ABEL ST 118 1,142 86 Excellent 3 51050 1050 - ACACIA CRES 504 4,867 78 V Good 2 51050 1050 - ACACIA CRES 504 4,867 78 V Good 2 51060 1060 - ACACIA PL 75 701 79 V Good 2 51070 1070 - ADAMS CRES 169 1,840 81 V Good 2 51080 1080 - ADAMSON CRT 27 435 69 Good 2 51090 1090 - ADAMSON DR 78 724 86 Excellent 2 51090 1090 - ADAMSON DR 78 724 86 Excellent 2 51100 1100 - ADAMSON DR 183 1,691 77 V Good 2 51100 1100 - ADAMSON DR 183 1,691 77 V Good 2 51110 1110 - ADAMSON PL 58 538 71 V Good 2 51120 1120 - ALBERNI ST 339 4,575 93 Excellent 3 31120 1120 - ALBERNI ST 339 4,575 93 Excellent 3 31120 1120 - ALBERNI ST 339 4,575 93 Excellent 3 31130 1130 - ALBERNI ST 150 1,087 81 V Good 2 51130 1130 - ALBERNI ST 150 1,087 81 V Good 2 51140 1140 - ALBERTA AVE 116 938 92 Excellent 2 51150 1150 - ALDER ST 51 602 92 Excellent 2 51160 1160 - ALDER ST 388 4,677 70 V Good 2 51160 1160 - ALDER ST 388 4,677 70 V Good 2 51160 1160 - ALDER ST 388 4,677 70 V Good 2 51160 1160 - ALDER ST 388 4,677 70 V Good 2 51160 1160 - ALDER ST 388 4,677 70 V Good 2 51170 1170 - ALEXANDER AVE 491 4,277 93 Excellent 2 51170 1170 - ALEXANDER AVE 491 4,277 93 Excellent 2 51170 1170 - ALEXANDER AVE 491 4,277 93 Excellent 2 51180 1180 - ALLISON ST 284 3,426 75 V Good 2 51180 1180 - ALLISON ST 284 3,426 75 V Good 2 51180 1180 - ALLISON ST 284 3,426 75 V Good 2 51190 1190 - AMHERST ST 341 4,166 94 Excellent 2 21190 1190 - AMHERST ST 341 4,166 94 Excellent 2 21200 1200 - ANDREW PL 111 1,034 79 V Good 2 51210 1210 - APPLETON AVE 114 843 69 Good 2 51220 1220 - ARGYLE ST 221 2,763 98 Excellent 2 51220 1220 - ARGYLE ST 221 2,763 98 Excellent 2 51230 1230 - ARGYLE ST 576 6,598 73 V Good 2 51230 1230 - ARGYLE ST 576 6,598 73 V Good 2 51230 1230 - ARGYLE ST 576 6,598 73 V Good 2 51230 1230 - ARGYLE ST 576 6,598 73 V Good 2 51240 1240 - ARMSTRONG DR 351 3,614 82 V Good 2 51250 1250 - ARNOTT PL 111 1,315 80 V Good 2 51260 1260 - ASH PL 115 1,316 95 Excellent 2 51270 1270 - ASPEN PL 77 936 75 V Good 2 51280 1280 - ATKINSON ST 289 3,529 75 V Good 3 21290 1290 - ATKINSON ST 573 7,080 72 V Good 3 21290 1290 - ATKINSON ST 573 7,080 72 V Good 3 21290 1290 - ATKINSON ST 573 7,080 72 V Good 3 21290 1290 - ATKINSON ST 573 7,080 72 V Good 3 2

Page 52: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 3 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

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Blo

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umbe

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On

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To S

tree

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Pave

men

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633 1330 10 ATKINSON ST INDUSTRIAL AVE W HUTH AVE 12.8 192 123 2,576 92 76 58 79 Mod V Good 4 5 4.8 10.0 9.6 10.0 10.0 10.0 10.0 9.6 9.8 10.0114 1330 20 ATKINSON ST HUTH AVE PHOENIX AVE 11.5 72 41 871 93 80 83 87 Strng Excellent 5 2 3.8 10.0 9.7 10.0 10.0 10.0 10.0 9.4 10.0 10.0621 1330 30 ATKINSON ST PHOENIX AVE GRANBY AVE 11.6 28 16 340 83 65 61 73 Mod V Good 9 8 4.3 10.0 9.2 9.2 10.0 10.0 10.0 9.9 9.8 10.0620 1330 40 ATKINSON ST GRANBY AVE GRANBY AVE 11.6 44 26 541 90 70 83 83 Strng V Good 0 10 3.5 10.0 8.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0619 1330 50 ATKINSON ST GRANBY AVE GRANBY PL 11.6 38 22 458 92 76 74 83 Mod V Good 2 6 3.1 10.0 9.3 10.0 10.0 10.0 10.0 9.7 10.0 10.0618 1330 60 ATKINSON ST GRANBY PL DUNCAN AVE W 11.6 97 56 1,180 87 68 64 77 Mod V Good 9 4 4.9 10.0 9.7 9.4 10.0 10.0 10.0 9.7 9.7 10.085 1350 10 AYRES CRES BASKIN ST BASKIN ST 8.8 234 103 2,162 94 82 60 90 Mod Excellent 1 5 8.2 10.0 9.8 10.0 9.8 9.8 10.0 10.0 9.7 10.0

144 1370 10 BACKSTREET BLVD ROBINSON ST FRONT ST 10.9 279 152 3,198 95 84 60 91 Mod Excellent 1 5 4.8 10.0 9.6 10.0 10.0 10.0 10.0 9.9 9.7 10.0116 1390 10 BAKER ST GRANBY AVE DUNCAN AVE W 9.2 119 55 1,146 99 90 60 96 Mod Excellent 0 1 5.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0833 1400 10 BALFOUR ST CARMI AVE DUNCAN AVE E 10.6 228 121 2,542 95 84 60 91 Mod Excellent 3 2 3.5 10.0 9.7 10.0 10.0 9.4 10.0 10.0 10.0 10.0811 1410 10 BALFOUR ST DUNCAN AVE E MUNICIPAL AVE 10.6 150 80 1,672 88 69 60 82 Mod V Good 10 2 9.4 10.0 10.0 9.4 10.0 9.6 10.0 9.9 9.7 9.8215 1420 10 BALSAM AVE DARTMOUTH DR BALSAM PL 11.0 77 43 895 71 49 60 64 Mod Good 26 2 6.6 8.9 9.8 9.0 10.0 10.0 10.0 9.4 9.8 9.9

1036 1420 20 BALSAM AVE BALSAM PL CEDAR RD 10.9 494 269 5,659 74 52 60 66 Mod Good 22 4 7.1 9.5 9.6 9.4 10.0 9.9 10.0 8.7 9.9 10.01038 1420 30 BALSAM AVE CEDAR RD PONDEROSA PL 11.7 44 26 543 80 61 60 73 Mod V Good 15 6 6.7 10.0 9.4 9.2 10.0 9.7 10.0 9.3 9.8 10.01037 1420 40 BALSAM AVE PONDEROSA PL EVERGREEN DR 11.7 157 92 1,928 82 63 60 75 Mod V Good 16 3 4.0 9.1 9.7 10.0 10.0 9.7 10.0 9.3 10.0 10.0214 1430 10 BALSAM PL BALSAM AVE NE END 11.1 124 69 1,446 68 43 60 60 Mod Fair 31 1 9.0 9.2 10.0 8.5 10.0 9.7 10.0 9.2 9.8 10.0197 1440 10 BANKVIEW PL BANKVIEW RD NORTH END 11.5 30 17 360 81 62 60 74 Mod V Good 18 1 6.8 8.3 10.0 10.0 10.0 10.0 10.0 9.8 9.8 10.0704 1450 10 BANKVIEW RD LOWER BENCH RD BANKVIEW PL 7.9 233 92 1,932 68 43 60 60 Mod Fair 23 10 6.8 7.6 9.7 10.0 9.2 10.0 10.0 10.0 9.8 10.0193 1450 20 BANKVIEW RD BANKVIEW PL LOWER BENCH RD 6.6 46 15 318 99 90 60 96 Mod Excellent 0 1 5.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0231 1470 10 BARNES ST SOUTH END DAWSON AVE 11.4 94 54 1,128 98 89 60 95 Mod Excellent 0 2 5.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.01018 1470 20 BARNES ST DAWSON AVE WARREN AVE E 11.5 126 72 1,518 99 90 60 96 Mod Excellent 0 1 4.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.01016 1480 10 BARNES ST WARREN AVE E CHERRY AVE 11.5 136 78 1,646 100 90 60 97 Mod Excellent 0 0 1.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01017 1480 20 BARNES ST CHERRY AVE OKANAGAN AVE E 11.5 142 82 1,712 89 71 60 83 Mod V Good 9 2 3.0 10.0 9.8 9.1 10.0 10.0 10.0 10.0 10.0 10.0741 1500 10 BARRINGTON AVE WALDEN CRES WALDEN CRES 9.4 180 84 1,769 88 69 60 82 Mod V Good 10 1 6.2 10.0 10.0 10.0 10.0 10.0 10.0 8.7 9.7 10.0744 1500 20 BARRINGTON AVE WALDEN CRES MacDONALD ST 9.4 127 59 1,248 87 68 60 80 Mod V Good 9 4 3.3 10.0 9.5 9.4 10.0 10.0 10.0 9.6 10.0 10.0188 1510 10 BARRINGTON PL WALDEN CRES EAST END 9.3 76 35 744 93 81 60 89 Mod Excellent 5 2 7.3 10.0 10.0 10.0 10.0 8.8 10.0 10.0 9.7 10.0351 1520 10 BARTON CRT EVERGREEN DR NE END 9.5 124 59 1,243 91 73 60 85 Mod V Good 6 3 5.9 10.0 10.0 9.4 9.9 10.0 10.0 10.0 9.7 10.0285 1530 10 BASHAM CRT SOUTH END LAWRENCE 11.7 55 32 677 73 51 60 65 Mod Good 26 1 14.3 8.5 10.0 9.1 10.0 10.0 10.0 9.7 9.8 10.089 1550 10 BASKIN CRT BASKIN ST NE END 6.4 127 41 857 83 64 60 77 Mod V Good 13 4 13.3 10.0 10.0 8.9 9.7 9.7 10.0 9.9 9.7 10.0

657 1560 10 BASKIN ST AYRES CRES CORNWALL DR 10.9 103 56 1,186 83 64 60 77 Mod V Good 2 15 8.2 10.0 9.2 10.0 9.1 9.5 10.0 10.0 9.8 10.0656 1560 20 BASKIN ST AYRES CRES BASKIN CRT 10.9 47 26 542 66 39 80 57 Strng Fair 18 16 9.1 8.1 9.0 10.0 9.1 10.0 10.0 10.0 9.8 10.0655 1560 30 BASKIN ST BASKIN CRT AYRES CRES 10.9 59 32 673 80 61 60 73 Mod V Good 8 13 6.2 10.0 9.4 9.2 9.2 10.0 10.0 10.0 9.8 10.090 1560 40 BASKIN ST AYRES CRES KINNEY AVE 10.9 74 41 852 77 57 60 70 Mod V Good 13 10 7.5 10.0 9.1 9.1 9.9 10.0 10.0 9.4 9.8 10.0

644 1570 10 BASKIN ST KINNEY AVE WARREN AVE W 10.9 195 106 2,229 59 58 60 59 Mod Fair 31 9 4.5 10.0 9.3 7.8 9.7 10.0 10.0 8.9 9.8 10.036 1580 10 BASSETT ST BIRCH ST WESTMINSTER AVE E 10.8 168 91 1,904 84 65 60 78 Mod V Good 0 16 5.4 10.0 9.3 10.0 8.9 10.0 10.0 10.0 9.8 10.0428 1590 10 BASSETT ST WESTMINSTER AVE E ALEXANDER AVE 8.4 198 83 1,750 93 80 60 89 Mod Excellent 0 7 4.1 10.0 9.3 10.0 10.0 10.0 10.0 10.0 9.7 10.0261 1600 10 BEATTY CRT WEST END BEATTY ST 12.6 50 32 664 88 69 60 82 Mod V Good 6 6 8.1 10.0 9.6 10.0 9.9 10.0 10.0 9.2 9.8 10.0

4 1610 10 BEATTY ST HATFIELD AVE BEATTY CRT 8.7 102 44 934 91 73 60 85 Mod V Good 8 1 5.9 10.0 10.0 9.7 10.0 9.0 10.0 10.0 9.8 10.010004 1610 20 BEATTY ST BEATTY CRT BRACEWELL DR 8.9 85 38 797 78 58 60 71 Mod V Good 12 11 5.7 10.0 9.2 9.2 9.6 10.0 10.0 9.6 9.8 10.0

66 1620 10 BENNETT AVE CALGARY AVE MANITOBA ST 10.7 301 161 3,386 83 64 60 76 Mod V Good 13 5 4.3 10.0 9.6 9.7 10.0 10.0 10.0 8.7 9.8 10.0806 1620 20 BENNETT AVE MANITOBA ST GOVERNMENT ST 10.6 285 151 3,173 100 90 60 97 Mod Excellent 0 0 3.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0448 1630 10 BIRCH ST POWER ST SWIFT ST 10.1 53 27 562 82 63 60 76 Mod V Good 16 2 8.5 10.0 9.9 9.0 10.0 10.0 10.0 9.3 9.8 10.0451 1630 20 BIRCH ST SWIFT ST BASSETT ST 10.1 67 34 708 77 57 60 70 Mod Good 21 2 5.7 9.4 9.8 9.4 10.0 9.2 10.0 9.3 9.8 10.0450 1630 30 BIRCH ST BASSETT ST MAPLE ST 10.1 96 48 1,014 83 65 60 77 Mod V Good 13 4 5.2 10.0 9.6 10.0 10.0 8.8 10.0 9.1 9.8 10.0177 1640 10 BIRD PL WEST END BIRD ST 14.7 32 24 498 99 90 60 96 Mod Excellent 0 1 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0772 1650 10 BIRD ST JERMYN AVE BIRD PL 5.3 82 22 457 81 63 60 75 Mod V Good 14 5 10.6 8.9 9.6 10.0 10.0 10.0 10.0 9.6 9.7 10.0771 1650 20 BIRD ST BIRD PL GAHAN AVE 5.3 73 19 406 85 66 60 79 Mod V Good 12 3 5.0 9.2 9.9 10.0 9.8 9.5 10.0 9.8 9.7 10.082 1660 10 BLAIRMORE CRES COLEMAN ST COLEMAN ST 9.0 426 191 4,019 95 84 60 91 Mod Excellent 3 2 5.1 10.0 10.0 9.7 9.9 10.0 10.0 10.0 9.7 10.05 1670 10 BRACEWELL DR CARMI AVE BEATTY ST 8.9 148 66 1,385 86 67 60 80 Mod V Good 13 1 4.8 10.0 10.0 10.0 10.0 9.4 10.0 8.8 9.8 10.0

1078 1670 20 BRACEWELL DR BEATTY ST McLEAN AVE 8.9 91 41 852 89 69 60 82 Mod V Good 7 5 5.2 10.0 9.7 10.0 9.9 10.0 10.0 9.2 9.7 10.01079 1670 30 BRACEWELL DR ALLISON ST McLEAN AVE 8.9 239 106 2,230 90 70 60 83 Mod V Good 4 6 4.6 10.0 10.0 9.6 9.3 10.0 10.0 10.0 9.8 10.0136 1680 10 BRAELYN CRES DAWSON AVE DAWSON AVE 9.1 331 151 3,168 75 54 60 68 Mod Good 13 13 7.8 9.7 9.8 9.2 8.8 10.0 10.0 9.9 9.8 9.9561 1690 10 BRAID ST ECKHARDT AVE E WHITE AVE E 10.6 159 84 1,769 92 78 60 88 Mod Excellent 6 2 3.9 10.0 9.8 10.0 10.0 10.0 10.0 9.2 10.0 10.0

Page 53: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 4 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

633 1330 10 ATKINSON ST INDUSTRIAL AVE W HUTH AVE 12.8 192 123 2,576114 1330 20 ATKINSON ST HUTH AVE PHOENIX AVE 11.5 72 41 871621 1330 30 ATKINSON ST PHOENIX AVE GRANBY AVE 11.6 28 16 340620 1330 40 ATKINSON ST GRANBY AVE GRANBY AVE 11.6 44 26 541619 1330 50 ATKINSON ST GRANBY AVE GRANBY PL 11.6 38 22 458618 1330 60 ATKINSON ST GRANBY PL DUNCAN AVE W 11.6 97 56 1,18085 1350 10 AYRES CRES BASKIN ST BASKIN ST 8.8 234 103 2,162

144 1370 10 BACKSTREET BLVD ROBINSON ST FRONT ST 10.9 279 152 3,198116 1390 10 BAKER ST GRANBY AVE DUNCAN AVE W 9.2 119 55 1,146833 1400 10 BALFOUR ST CARMI AVE DUNCAN AVE E 10.6 228 121 2,542811 1410 10 BALFOUR ST DUNCAN AVE E MUNICIPAL AVE 10.6 150 80 1,672215 1420 10 BALSAM AVE DARTMOUTH DR BALSAM PL 11.0 77 43 895

1036 1420 20 BALSAM AVE BALSAM PL CEDAR RD 10.9 494 269 5,6591038 1420 30 BALSAM AVE CEDAR RD PONDEROSA PL 11.7 44 26 5431037 1420 40 BALSAM AVE PONDEROSA PL EVERGREEN DR 11.7 157 92 1,928214 1430 10 BALSAM PL BALSAM AVE NE END 11.1 124 69 1,446197 1440 10 BANKVIEW PL BANKVIEW RD NORTH END 11.5 30 17 360704 1450 10 BANKVIEW RD LOWER BENCH RD BANKVIEW PL 7.9 233 92 1,932193 1450 20 BANKVIEW RD BANKVIEW PL LOWER BENCH RD 6.6 46 15 318231 1470 10 BARNES ST SOUTH END DAWSON AVE 11.4 94 54 1,1281018 1470 20 BARNES ST DAWSON AVE WARREN AVE E 11.5 126 72 1,5181016 1480 10 BARNES ST WARREN AVE E CHERRY AVE 11.5 136 78 1,6461017 1480 20 BARNES ST CHERRY AVE OKANAGAN AVE E 11.5 142 82 1,712741 1500 10 BARRINGTON AVE WALDEN CRES WALDEN CRES 9.4 180 84 1,769744 1500 20 BARRINGTON AVE WALDEN CRES MacDONALD ST 9.4 127 59 1,248188 1510 10 BARRINGTON PL WALDEN CRES EAST END 9.3 76 35 744351 1520 10 BARTON CRT EVERGREEN DR NE END 9.5 124 59 1,243285 1530 10 BASHAM CRT SOUTH END LAWRENCE 11.7 55 32 67789 1550 10 BASKIN CRT BASKIN ST NE END 6.4 127 41 857

657 1560 10 BASKIN ST AYRES CRES CORNWALL DR 10.9 103 56 1,186656 1560 20 BASKIN ST AYRES CRES BASKIN CRT 10.9 47 26 542655 1560 30 BASKIN ST BASKIN CRT AYRES CRES 10.9 59 32 67390 1560 40 BASKIN ST AYRES CRES KINNEY AVE 10.9 74 41 852

644 1570 10 BASKIN ST KINNEY AVE WARREN AVE W 10.9 195 106 2,22936 1580 10 BASSETT ST BIRCH ST WESTMINSTER AVE E 10.8 168 91 1,904

428 1590 10 BASSETT ST WESTMINSTER AVE E ALEXANDER AVE 8.4 198 83 1,750261 1600 10 BEATTY CRT WEST END BEATTY ST 12.6 50 32 664

4 1610 10 BEATTY ST HATFIELD AVE BEATTY CRT 8.7 102 44 93410004 1610 20 BEATTY ST BEATTY CRT BRACEWELL DR 8.9 85 38 797

66 1620 10 BENNETT AVE CALGARY AVE MANITOBA ST 10.7 301 161 3,386806 1620 20 BENNETT AVE MANITOBA ST GOVERNMENT ST 10.6 285 151 3,173448 1630 10 BIRCH ST POWER ST SWIFT ST 10.1 53 27 562451 1630 20 BIRCH ST SWIFT ST BASSETT ST 10.1 67 34 708450 1630 30 BIRCH ST BASSETT ST MAPLE ST 10.1 96 48 1,014177 1640 10 BIRD PL WEST END BIRD ST 14.7 32 24 498772 1650 10 BIRD ST JERMYN AVE BIRD PL 5.3 82 22 457771 1650 20 BIRD ST BIRD PL GAHAN AVE 5.3 73 19 40682 1660 10 BLAIRMORE CRES COLEMAN ST COLEMAN ST 9.0 426 191 4,0195 1670 10 BRACEWELL DR CARMI AVE BEATTY ST 8.9 148 66 1,385

1078 1670 20 BRACEWELL DR BEATTY ST McLEAN AVE 8.9 91 41 8521079 1670 30 BRACEWELL DR ALLISON ST McLEAN AVE 8.9 239 106 2,230136 1680 10 BRAELYN CRES DAWSON AVE DAWSON AVE 9.1 331 151 3,168561 1690 10 BRAID ST ECKHARDT AVE E WHITE AVE E 10.6 159 84 1,769

Project Summary

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Proj

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Proj

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)

Proj

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(m2)

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1300 1300 - ATKINSON ST 470 5,966 80 V Good 2 21300 1300 - ATKINSON ST 470 5,966 80 V Good 2 21300 1300 - ATKINSON ST 470 5,966 80 V Good 2 21300 1300 - ATKINSON ST 470 5,966 80 V Good 2 21300 1300 - ATKINSON ST 470 5,966 80 V Good 2 21300 1300 - ATKINSON ST 470 5,966 80 V Good 2 21310 1310 - AYRES CRES 234 2,162 89 Excellent 2 51320 1320 - BACKSTREET BLVD 279 3,198 91 Excellent 2 21330 1330 - BAKER ST 119 1,146 95 Excellent 2 51340 1340 - BALFOUR ST 228 2,542 91 Excellent 2 51350 1350 - BALFOUR ST 150 1,672 82 V Good 2 51360 1360 - BALSAM AVE 772 9,025 68 Good 2 51360 1360 - BALSAM AVE 772 9,025 68 Good 2 51360 1360 - BALSAM AVE 772 9,025 68 Good 2 51360 1360 - BALSAM AVE 772 9,025 68 Good 2 51370 1370 - BALSAM PL 124 1,446 59 Fair 2 51380 1380 - BANKVIEW PL 30 360 74 V Good 2 51390 1390 - BANKVIEW RD 233 1,932 59 Fair 2 51400 1400 - BANKVIEW RD 46 318 95 Excellent 2 51410 1410 - BARNES ST 220 2,647 95 Excellent 2 21410 1410 - BARNES ST 220 2,647 95 Excellent 2 21420 1420 - BARNES ST 278 3,358 89 Excellent 2 21420 1420 - BARNES ST 278 3,358 89 Excellent 2 21430 1430 - BARRINGTON AVE 306 3,017 81 V Good 2 51430 1430 - BARRINGTON AVE 306 3,017 81 V Good 2 51440 1440 - BARRINGTON PL 76 744 89 Excellent 2 51450 1450 - BARTON CRT 124 1,243 85 V Good 2 51460 1460 - BASHAM CRT 55 677 65 Good 2 51470 1470 - BASKIN CRT 127 857 76 V Good 2 51480 1480 - BASKIN ST 284 3,252 71 V Good 2 51480 1480 - BASKIN ST 284 3,252 71 V Good 2 51480 1480 - BASKIN ST 284 3,252 71 V Good 2 51480 1480 - BASKIN ST 284 3,252 71 V Good 2 51490 1490 - BASKIN ST 195 2,229 59 Fair 2 51500 1500 - BASSETT ST 168 1,904 78 V Good 2 51510 1510 - BASSETT ST 198 1,750 88 Excellent 2 51520 1520 - BEATTY CRT 50 664 82 V Good 2 51530 1530 - BEATTY ST 188 1,730 78 V Good 2 51530 1530 - BEATTY ST 188 1,730 78 V Good 2 51540 1540 - BENNETT AVE 586 6,559 86 Excellent 2 51540 1540 - BENNETT AVE 586 6,559 86 Excellent 2 51550 1550 - BIRCH ST 216 2,285 74 V Good 2 51550 1550 - BIRCH ST 216 2,285 74 V Good 2 51550 1550 - BIRCH ST 216 2,285 74 V Good 2 51560 1560 - BIRD PL 32 498 95 Excellent 2 51570 1570 - BIRD ST 155 863 77 V Good 2 51570 1570 - BIRD ST 155 863 77 V Good 2 51580 1580 - BLAIRMORE CRES 426 4,019 91 Excellent 2 51590 1590 - BRACEWELL DR 478 4,467 82 V Good 2 51590 1590 - BRACEWELL DR 478 4,467 82 V Good 2 51590 1590 - BRACEWELL DR 478 4,467 82 V Good 2 51600 1600 - BRAELYN CRES 331 3,168 68 Good 2 51610 1610 - BRAID ST 424 4,723 91 Excellent 2 5

Page 54: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 5 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

r

Blo

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557 1690 20 BRAID ST WHITE AVE E PADMORE AVE E 10.6 165 87 1,833 96 87 60 93 Mod Excellent 4 0 3.9 10.0 9.9 9.6 10.0 10.0 10.0 10.0 10.0 10.0554 1690 30 BRAID ST PADMORE AVE E WADE AVE E 10.6 101 53 1,122 100 90 60 97 Mod Excellent 0 0 3.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0564 1700 10 BRAID ST WADE AVE E NORTH END 7.8 80 31 659 96 87 60 93 Mod Excellent 2 1 4.6 10.0 10.0 10.0 10.0 9.5 10.0 10.0 9.8 10.0677 1710 10 BRANDON AVE WEST END CORNWALL DR 10.3 73 38 790 74 54 60 68 Mod Good 22 4 5.6 10.0 9.7 9.0 10.0 8.5 10.0 9.3 9.8 10.0660 1720 10 BRANDON AVE CORNWALL DR McGRAW ST 11.5 286 164 3,450 61 51 83 64 Strng Good 29 10 5.3 10.0 8.9 8.0 9.9 9.0 10.0 9.3 9.9 10.095 1730 10 BRANDON AVE McGRAW ST SKAHA LAKE RD 11.5 129 74 1,560 67 50 51 58 Mod Fair 23 10 5.6 10.0 8.8 8.4 10.0 9.6 10.0 9.4 9.9 10.055 1750 10 BRANTFORD AVE SE END FINNERTY RD 7.6 114 43 912 88 69 60 82 Mod V Good 7 5 7.7 10.0 9.6 10.0 10.0 8.4 10.0 10.0 9.8 10.054 1760 10 BRANTFORD AVE FINNERTY RD LAKESIDE RD 8.8 198 87 1,834 80 61 60 74 Mod V Good 15 4 5.0 10.0 9.9 9.1 9.7 8.6 10.0 10.0 9.8 10.0

395 1770 10 BRENT DR HOLDEN RD EAST END 9.7 71 34 723 99 90 60 96 Mod Excellent 0 1 6.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.059 1780 10 BRENTVIEW CRT WEST END BRENTVIEW PL 12.6 61 39 809 74 52 60 67 Mod Good 16 11 6.3 10.0 9.7 8.4 9.1 10.0 10.0 10.0 9.8 10.0

903 1790 10 BRENTVIEW PL SOUTH END BRENTVIEW CRT 12.7 65 41 860 86 67 60 79 Mod V Good 13 1 5.4 10.0 10.0 10.0 10.0 9.1 10.0 8.9 9.8 10.0219 1790 20 BRENTVIEW PL BRENTVIEW CRT TABER RD 9.9 49 24 514 74 53 60 67 Mod Good 18 8 11.6 8.9 9.4 9.2 9.7 10.0 10.0 10.0 9.8 10.0371 1800 10 BROOKS PL SOUTH END FORESTBROOK DR 12.3 100 61 1,285 84 65 60 78 Mod V Good 10 6 8.7 10.0 10.0 9.5 9.4 10.0 10.0 9.4 9.8 10.0932 1820 10 BROUGHTON AVE WEST END UPPER BENCH RD N 3.2 122 20 410 72 50 60 65 Mod Good 27 1 12.6 10.0 10.0 9.1 10.0 6.2 10.0 10.0 9.8 10.0110 1840 10 BRUCE CRT OKANAGAN AVE W NORTH END 10.1 158 80 1,676 80 61 60 74 Mod V Good 8 12 8.4 10.0 9.4 9.3 9.3 10.0 10.0 9.9 9.6 10.0151 1850 10 BRUNSWICK ST WADE AVE W NANAIMO AVE W 8.6 206 88 1,856 74 53 60 67 Mod Good 23 3 5.2 10.0 9.8 8.3 10.0 9.8 10.0 9.3 9.8 10.0435 1850 20 BRUNSWICK ST NANAIMO AVE W WESTMINSTER AVE E 8.6 168 72 1,517 89 70 60 83 Mod V Good 5 6 4.4 10.0 9.4 10.0 10.0 10.0 10.0 9.4 9.8 10.0424 1860 10 BRUNSWICK ST WESTMINSTER AVE E CHURCHILL AVE 8.6 184 79 1,660 100 90 60 97 Mod Excellent 0 0 3.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0403 1880 10 BURNABY AVE RIVERSIDE DR WYLIE ST 7.5 101 38 793 78 59 60 72 Mod V Good 12 10 9.4 10.0 8.9 9.2 10.0 9.6 10.0 9.7 9.8 10.017 1880 20 BURNABY AVE WYLIE ST COMOX ST 7.5 209 78 1,648 84 65 60 78 Mod V Good 12 3 7.3 9.3 9.8 10.0 9.9 9.3 9.9 9.8 9.7 10.0

414 1880 30 BURNABY AVE COMOX ST WESTMINSTER AVE E 7.5 154 58 1,216 81 62 60 75 Mod V Good 18 1 4.2 10.0 10.0 9.5 10.0 8.6 9.8 9.3 9.8 10.0765 1900 10 BURNS ST ECKHARDT AVE E WHITE AVE E 10.9 159 87 1,819 87 68 60 81 Mod V Good 8 4 7.2 10.0 9.6 9.6 10.0 10.0 10.0 9.4 9.8 10.0756 1900 20 BURNS ST WHITE AVE E GOVERNMENT ST 10.7 135 72 1,520 91 72 60 84 Mod V Good 7 2 6.9 10.0 9.9 10.0 10.0 9.6 10.0 9.3 9.7 10.0601 1920 10 CALGARY AVE FAIRVIEW RD MAIN ST 11.5 379 218 4,575 96 86 60 92 Mod Excellent 4 0 3.5 10.0 10.0 10.0 10.0 10.0 10.0 9.5 10.0 10.0720 1940 10 CAMBIE PL CAMBIE ST EAST END 7.1 140 50 1,042 79 60 60 72 Mod V Good 18 3 7.4 8.9 9.8 9.4 9.9 10.0 10.0 9.8 9.8 10.0723 1950 10 CAMBIE ST NANAIMO AVE E WESTMINSTER AVE E 7.2 193 70 1,460 79 59 60 72 Mod V Good 14 8 5.8 9.4 9.2 9.6 9.9 10.0 10.0 9.4 9.9 10.0721 1960 10 CAMBIE ST WESTMINSTER AVE E CAMBIE PL 7.3 175 64 1,347 74 64 60 71 Mod V Good 13 13 3.8 10.0 8.4 9.3 10.0 10.0 10.0 9.3 10.0 10.0722 1960 20 CAMBIE ST CAMBIE PL GUERNSEY AVE 7.2 55 20 412 48 27 60 41 Mod Marginal 43 9 10.9 10.0 9.0 6.3 10.0 10.0 10.0 9.3 9.8 10.0712 1960 30 CAMBIE ST GUERNSEY AVE VANCOUVER AVE 7.2 50 18 380 60 39 60 53 Mod Fair 37 3 7.5 6.8 9.7 10.0 10.0 10.0 10.0 9.2 9.8 10.0865 1980 10 CAMROSE AVE CHERRY AVE OKANAGAN AVE E 11.4 142 81 1,703 98 89 60 95 Mod Excellent 0 3 2.0 10.0 9.8 10.0 10.0 10.0 10.0 10.0 9.8 10.0859 1980 20 CAMROSE AVE OKANAGAN AVE E ROSETOWN AVE 11.4 141 80 1,690 74 62 60 70 Mod Good 10 16 3.9 10.0 9.8 9.2 8.2 10.0 10.0 9.7 10.0 10.0844 1990 10 CAMROSE ST DAWSON AVE WARREN AVE E 11.4 186 106 2,222 100 90 60 97 Mod Excellent 0 0 2.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0862 2000 10 CAMROSE ST WARREN AVE E CHERRY AVE 11.4 137 78 1,636 89 70 60 83 Mod V Good 8 3 5.2 10.0 9.8 9.2 10.0 10.0 10.0 10.0 9.7 10.0856 2010 10 CAMROSE ST ROSETOWN AVE INDUSTRIAL AVE E 11.4 117 67 1,402 81 79 60 80 Mod V Good 13 7 2.4 10.0 9.9 9.5 9.2 10.0 10.0 9.1 10.0 10.0312 2030 10 CANYON CRT LAWRENCE NORTH END 10.7 41 22 458 68 43 60 60 Mod Fair 30 2 12.3 7.7 10.0 10.0 10.0 10.0 10.0 9.2 9.6 9.8926 2050 10 CARDER RD CORBISHLEY AVE NE END 5.3 286 76 1,594 90 70 60 83 Mod V Good 9 1 5.0 10.0 10.0 9.6 10.0 8.9 10.0 10.0 9.8 10.0464 2070 10 CARIBOU ST ECKHARDT AVE W ORCHARD AVE 8.2 25 10 212 99 90 60 96 Mod Excellent 0 1 4.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0461 2070 20 CARIBOU ST ORCHARD AVE WADE AVE W 8.2 218 90 1,881 93 81 60 89 Mod Excellent 3 4 3.6 10.0 10.0 9.7 9.5 10.0 10.0 10.0 10.0 10.0232 2090 10 CARMI AVE MAIN ST WILTON CRES 12.9 121 78 1,631 100 90 78 92 Strng Excellent 0 1 2.3 10.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0835 2090 20 CARMI AVE WILTON CRES WILTON CRES 12.9 94 60 1,269 92 81 78 86 Strng Excellent 0 8 2.3 10.0 9.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0836 2090 30 CARMI AVE WILTON CRES MANITOBA ST 12.9 95 61 1,285 99 90 78 92 Strng Excellent 0 1 3.2 10.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0832 2090 40 CARMI AVE MANITOBA ST LEIR ST 12.9 84 54 1,138 90 70 80 82 Strng V Good 1 9 3.3 10.0 8.9 10.0 10.0 9.8 10.0 10.0 10.0 10.0831 2090 50 CARMI AVE LEIR ST BALFOUR ST 12.9 105 67 1,415 93 81 83 88 Strng Excellent 0 7 3.3 10.0 9.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0837 2090 60 CARMI AVE BALFOUR ST GOVERNMENT ST 12.9 119 77 1,609 92 76 79 85 Strng V Good 3 6 4.6 9.7 9.5 10.0 10.0 10.0 10.0 10.0 9.8 10.0839 2100 10 CARMI AVE GOVERNMENT ST HALIFAX ST 11.5 168 96 2,023 78 63 80 75 Strng V Good 16 7 3.8 9.1 9.2 9.7 10.0 10.0 10.0 9.6 10.0 10.0841 2110 10 CARMI AVE HALIFAX ST CARMI DR 11.1 115 64 1,337 99 90 77 91 Strng Excellent 0 1 2.9 10.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0988 2110 20 CARMI AVE CARMI DR DARTMOUTH ST 11.2 105 59 1,237 100 90 82 93 Strng Excellent 0 0 2.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

1005 2110 30 CARMI AVE DARTMOUTH ST DARTMOUTH RD 10.5 158 83 1,741 100 90 78 92 Strng Excellent 0 0 2.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01085 2110 40 CARMI AVE DARTMOUTH RD COMMERCIAL WAY 14.0 580 406 8,525 100 90 88 95 Strng Excellent 0 0 2.1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0256 2110 50 CARMI AVE COMMERCIAL WAY COLUMBIA ST 14.0 178 124 2,614 100 90 87 94 Strng Excellent 0 0 2.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

1082 2120 10 CARMI AVE COLUMBIA ST HIGHLAND PL 14.0 187 131 2,753 100 90 88 94 Strng Excellent 0 0 3.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01084 2120 20 CARMI AVE HIGHLAND PL BRACEWELL DR 13.8 190 131 2,748 100 90 79 92 Strng Excellent 0 0 2.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01083 2120 30 CARMI AVE CLELAND DR BRACEWELL DR 14.0 81 57 1,188 100 90 78 92 Strng Excellent 0 0 2.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

Page 55: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 6 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

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men

t Are

a (m

2)

557 1690 20 BRAID ST WHITE AVE E PADMORE AVE E 10.6 165 87 1,833554 1690 30 BRAID ST PADMORE AVE E WADE AVE E 10.6 101 53 1,122564 1700 10 BRAID ST WADE AVE E NORTH END 7.8 80 31 659677 1710 10 BRANDON AVE WEST END CORNWALL DR 10.3 73 38 790660 1720 10 BRANDON AVE CORNWALL DR McGRAW ST 11.5 286 164 3,45095 1730 10 BRANDON AVE McGRAW ST SKAHA LAKE RD 11.5 129 74 1,56055 1750 10 BRANTFORD AVE SE END FINNERTY RD 7.6 114 43 91254 1760 10 BRANTFORD AVE FINNERTY RD LAKESIDE RD 8.8 198 87 1,834

395 1770 10 BRENT DR HOLDEN RD EAST END 9.7 71 34 72359 1780 10 BRENTVIEW CRT WEST END BRENTVIEW PL 12.6 61 39 809

903 1790 10 BRENTVIEW PL SOUTH END BRENTVIEW CRT 12.7 65 41 860219 1790 20 BRENTVIEW PL BRENTVIEW CRT TABER RD 9.9 49 24 514371 1800 10 BROOKS PL SOUTH END FORESTBROOK DR 12.3 100 61 1,285932 1820 10 BROUGHTON AVE WEST END UPPER BENCH RD N 3.2 122 20 410110 1840 10 BRUCE CRT OKANAGAN AVE W NORTH END 10.1 158 80 1,676151 1850 10 BRUNSWICK ST WADE AVE W NANAIMO AVE W 8.6 206 88 1,856435 1850 20 BRUNSWICK ST NANAIMO AVE W WESTMINSTER AVE E 8.6 168 72 1,517424 1860 10 BRUNSWICK ST WESTMINSTER AVE E CHURCHILL AVE 8.6 184 79 1,660403 1880 10 BURNABY AVE RIVERSIDE DR WYLIE ST 7.5 101 38 79317 1880 20 BURNABY AVE WYLIE ST COMOX ST 7.5 209 78 1,648

414 1880 30 BURNABY AVE COMOX ST WESTMINSTER AVE E 7.5 154 58 1,216765 1900 10 BURNS ST ECKHARDT AVE E WHITE AVE E 10.9 159 87 1,819756 1900 20 BURNS ST WHITE AVE E GOVERNMENT ST 10.7 135 72 1,520601 1920 10 CALGARY AVE FAIRVIEW RD MAIN ST 11.5 379 218 4,575720 1940 10 CAMBIE PL CAMBIE ST EAST END 7.1 140 50 1,042723 1950 10 CAMBIE ST NANAIMO AVE E WESTMINSTER AVE E 7.2 193 70 1,460721 1960 10 CAMBIE ST WESTMINSTER AVE E CAMBIE PL 7.3 175 64 1,347722 1960 20 CAMBIE ST CAMBIE PL GUERNSEY AVE 7.2 55 20 412712 1960 30 CAMBIE ST GUERNSEY AVE VANCOUVER AVE 7.2 50 18 380865 1980 10 CAMROSE AVE CHERRY AVE OKANAGAN AVE E 11.4 142 81 1,703859 1980 20 CAMROSE AVE OKANAGAN AVE E ROSETOWN AVE 11.4 141 80 1,690844 1990 10 CAMROSE ST DAWSON AVE WARREN AVE E 11.4 186 106 2,222862 2000 10 CAMROSE ST WARREN AVE E CHERRY AVE 11.4 137 78 1,636856 2010 10 CAMROSE ST ROSETOWN AVE INDUSTRIAL AVE E 11.4 117 67 1,402312 2030 10 CANYON CRT LAWRENCE NORTH END 10.7 41 22 458926 2050 10 CARDER RD CORBISHLEY AVE NE END 5.3 286 76 1,594464 2070 10 CARIBOU ST ECKHARDT AVE W ORCHARD AVE 8.2 25 10 212461 2070 20 CARIBOU ST ORCHARD AVE WADE AVE W 8.2 218 90 1,881232 2090 10 CARMI AVE MAIN ST WILTON CRES 12.9 121 78 1,631835 2090 20 CARMI AVE WILTON CRES WILTON CRES 12.9 94 60 1,269836 2090 30 CARMI AVE WILTON CRES MANITOBA ST 12.9 95 61 1,285832 2090 40 CARMI AVE MANITOBA ST LEIR ST 12.9 84 54 1,138831 2090 50 CARMI AVE LEIR ST BALFOUR ST 12.9 105 67 1,415837 2090 60 CARMI AVE BALFOUR ST GOVERNMENT ST 12.9 119 77 1,609839 2100 10 CARMI AVE GOVERNMENT ST HALIFAX ST 11.5 168 96 2,023841 2110 10 CARMI AVE HALIFAX ST CARMI DR 11.1 115 64 1,337988 2110 20 CARMI AVE CARMI DR DARTMOUTH ST 11.2 105 59 1,237

1005 2110 30 CARMI AVE DARTMOUTH ST DARTMOUTH RD 10.5 158 83 1,7411085 2110 40 CARMI AVE DARTMOUTH RD COMMERCIAL WAY 14.0 580 406 8,525256 2110 50 CARMI AVE COMMERCIAL WAY COLUMBIA ST 14.0 178 124 2,614

1082 2120 10 CARMI AVE COLUMBIA ST HIGHLAND PL 14.0 187 131 2,7531084 2120 20 CARMI AVE HIGHLAND PL BRACEWELL DR 13.8 190 131 2,7481083 2120 30 CARMI AVE CLELAND DR BRACEWELL DR 14.0 81 57 1,188

Project Summary

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1610 1610 - BRAID ST 424 4,723 91 Excellent 2 51610 1610 - BRAID ST 424 4,723 91 Excellent 2 51620 1620 - BRAID ST 80 659 93 Excellent 2 51630 1630 - BRANDON AVE 73 790 67 Good 2 51640 1640 - BRANDON AVE 286 3,450 64 Good 3 31650 1650 - BRANDON AVE 129 1,560 58 Fair 2 31660 1660 - BRANTFORD AVE 114 912 82 V Good 2 61670 1670 - BRANTFORD AVE 198 1,834 74 V Good 2 51680 1680 - BRENT DR 71 723 95 Excellent 2 51690 1690 - BRENTVIEW CRT 61 809 66 Good 2 51700 1700 - BRENTVIEW PL 114 1,374 74 V Good 2 51700 1700 - BRENTVIEW PL 114 1,374 74 V Good 2 51710 1710 - BROOKS PL 100 1,285 78 V Good 2 51720 1720 - BROUGHTON AVE 122 410 64 Good 2 61730 1730 - BRUCE CRT 158 1,676 73 V Good 2 51740 1740 - BRUNSWICK ST 374 3,374 74 V Good 2 51740 1740 - BRUNSWICK ST 374 3,374 74 V Good 2 51750 1750 - BRUNSWICK ST 184 1,660 96 Excellent 2 51760 1760 - BURNABY AVE 464 3,656 75 V Good 2 21760 1760 - BURNABY AVE 464 3,656 75 V Good 2 21760 1760 - BURNABY AVE 464 3,656 75 V Good 2 21770 1770 - BURNS ST 294 3,339 82 V Good 2 51770 1770 - BURNS ST 294 3,339 82 V Good 2 51780 1780 - CALGARY AVE 379 4,575 92 Excellent 2 21790 1790 - CAMBIE PL 140 1,042 72 V Good 2 51800 1800 - CAMBIE ST 193 1,460 72 V Good 2 51810 1810 - CAMBIE ST 175 1,347 70 V Good 2 51820 1820 - CAMBIE ST 105 792 46 Marginal 2 51820 1820 - CAMBIE ST 105 792 46 Marginal 2 51830 1830 - CAMROSE AVE 283 3,393 82 V Good 2 21830 1830 - CAMROSE AVE 283 3,393 82 V Good 2 21840 1840 - CAMROSE ST 186 2,222 96 Excellent 2 21850 1850 - CAMROSE ST 137 1,636 83 V Good 2 21860 1860 - CAMROSE ST 117 1,402 80 V Good 2 21870 1870 - CANYON CRT 41 458 59 Fair 2 51880 1880 - CARDER RD 286 1,594 83 V Good 2 61890 1890 - CARIBOU ST 243 2,093 89 Excellent 2 51890 1890 - CARIBOU ST 243 2,093 89 Excellent 2 51900 1900 - CARMI AVE 617 8,347 87 Excellent 3 21900 1900 - CARMI AVE 617 8,347 87 Excellent 3 21900 1900 - CARMI AVE 617 8,347 87 Excellent 3 21900 1900 - CARMI AVE 617 8,347 87 Excellent 3 21900 1900 - CARMI AVE 617 8,347 87 Excellent 3 21900 1900 - CARMI AVE 617 8,347 87 Excellent 3 21910 1910 - CARMI AVE 168 2,023 75 V Good 3 21920 1920 - CARMI AVE 220 2,575 92 Excellent 3 21920 1920 - CARMI AVE 220 2,575 92 Excellent 3 21930 1930 - CARMI AVE 916 12,881 94 Excellent 3 21930 1930 - CARMI AVE 916 12,881 94 Excellent 3 21930 1930 - CARMI AVE 916 12,881 94 Excellent 3 21940 1940 - CARMI AVE 570 8,335 90 Excellent 3 31940 1940 - CARMI AVE 570 8,335 90 Excellent 3 31940 1940 - CARMI AVE 570 8,335 90 Excellent 3 3

Page 56: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 7 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

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Blo

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381 2120 40 CARMI AVE HOLDEN RD CLELAND DR 14.0 112 78 1,647 84 78 79 81 Strng V Good 13 3 2.5 10.0 9.9 8.7 9.7 10.0 10.0 10.0 10.0 10.01141 2130 10 CARMI AVE HOLDEN RD NE END 8.5 942 400 8,410 35 58 30 43 Weak Marginal 53 12 4.4 8.4 8.7 7.6 9.9 7.8 10.0 9.6 9.9 9.9234 2150 10 CARMI DR CARMI AVE MacCLEAVE AVE 8.9 109 49 1,020 89 70 60 83 Mod V Good 8 3 12.7 10.0 10.0 9.4 9.8 10.0 10.0 10.0 9.7 9.8

203.1 2160 10 CEDAR RD BALSAM AVE 225m S/O BALSAM AVE 5.5 229 63 1,317 99 90 60 96 Mod Excellent 0 1 6.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0203.2 2160 20 CEDAR RD 225m S/O BALSAM AVE PINEVIEW RD 5.5 182 50 1,048 58 45 60 54 Mod Fair 37 4 6.4 7.8 9.9 9.1 9.6 8.5 10.0 10.0 9.9 10.0124 2170 10 CHAMBERS PL SOUTH END ROBLIN ST 12.9 48 31 646 85 66 60 79 Mod V Good 5 10 12.3 10.0 10.0 9.6 8.9 10.0 10.0 10.0 9.8 9.9292 2190 10 CHAPMAN RD WEST END NARAMATA RD 4.0 323 65 1,355 92 77 60 87 Mod Excellent 7 1 4.2 10.0 10.0 10.0 10.0 8.5 10.0 10.0 9.7 10.0310 2210 10 CHARLES ST DUNCAN AVE E RIDGEDALE AVE 8.8 107 47 991 86 67 60 80 Mod V Good 11 3 8.0 10.0 10.0 9.7 10.0 9.6 10.0 9.1 9.5 10.024 2220 10 CHASE AVE OAKVILLE ST EAST END 8.2 138 56 1,185 91 72 60 84 Mod V Good 5 4 3.0 10.0 9.9 9.7 9.5 9.5 10.0 10.0 10.0 10.0

102 2230 10 CHATHAM PL SOUTH END CHATHAM ST 12.1 102 62 1,293 83 65 60 77 Mod V Good 12 5 8.1 10.0 9.5 9.2 10.0 10.0 10.0 9.5 9.8 10.0105 2240 10 CHATHAM ST OKANAGAN AVE W NORTH END 9.8 47 23 480 83 64 60 76 Mod V Good 16 2 7.3 10.0 10.0 8.4 10.0 10.0 10.0 10.0 9.7 10.0867 2260 10 CHERRY AVE CAMROSE AVE GOVERNMENT ST 11.6 231 134 2,822 100 90 60 97 Mod Excellent 0 0 2.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0864 2270 10 CHERRY AVE GOVERNMENT ST BARNES ST 11.6 175 102 2,138 98 89 60 95 Mod Excellent 0 2 4.6 10.0 10.0 10.0 9.9 10.0 10.0 10.0 9.8 10.0201 2290 10 CHURCH ST DUNCAN AVE E MUNICIPAL AVE 11.4 144 82 1,725 78 58 60 71 Mod V Good 14 8 10.2 10.0 9.7 9.2 9.5 9.0 10.0 9.7 9.8 10.0368 2310 10 CHURCHILL AVE RIVERSIDE DR SYDNEY ST 7.4 166 61 1,290 66 40 60 57 Mod Fair 27 7 9.0 9.3 9.2 9.0 10.0 8.9 10.0 9.4 9.8 10.0420 2310 20 CHURCHILL AVE SYDNEY ST ALBERNI ST 7.4 167 62 1,299 78 58 60 71 Mod V Good 15 7 7.0 10.0 9.2 9.4 10.0 9.2 10.0 9.4 9.9 10.0419 2310 30 CHURCHILL AVE ALBERNI ST POWER ST 11.4 62 36 747 65 49 60 60 Mod Fair 28 7 5.7 9.8 9.3 8.2 10.0 9.2 10.0 9.5 9.9 10.041 2320 10 CHURCHILL AVE POWER ST LAKEVIEW ST 8.9 479 213 4,479 87 68 60 81 Mod V Good 12 1 4.0 9.3 10.0 10.0 10.0 8.8 10.0 10.0 9.8 10.0

423 2320 20 CHURCHILL AVE LAKEVIEW ST BRUNSWICK ST 8.9 55 24 511 89 70 60 82 Mod V Good 5 6 4.8 10.0 9.4 10.0 10.0 8.8 10.0 10.0 9.8 10.0425 2320 30 CHURCHILL AVE BRUNSWICK ST WINNIPEG ST 8.9 128 57 1,199 87 68 60 81 Mod V Good 6 7 4.9 10.0 9.3 10.0 10.0 8.6 10.0 10.0 9.8 10.0255 2340 10 CLARK AVE COMMERCIAL WAY EAST END 11.6 139 81 1,695 82 63 60 75 Mod V Good 4 14 5.3 10.0 10.0 10.0 10.0 9.6 10.0 10.0 7.4 9.7

6 2360 10 CLELAND DR CARMI AVE DEWDNEY CRES 11.3 72 41 855 56 39 60 51 Mod Fair 41 2 7.6 9.3 9.8 7.0 10.0 10.0 10.0 9.6 9.8 9.91081 2360 20 CLELAND DR DEWDNEY CRES McLEAN AVE 11.3 234 132 2,781 65 60 60 64 Mod Good 27 7 4.2 10.0 9.9 8.1 9.3 10.0 10.0 8.9 9.8 10.01080 2360 30 CLELAND DR McLEAN AVE DEWDNEY CRES 11.3 55 31 651 67 42 60 59 Mod Fair 23 9 7.3 10.0 9.8 8.4 9.1 10.0 10.0 9.1 9.8 10.01094 2360 40 CLELAND DR ALLISON ST DEWDNEY CRES 11.3 319 180 3,784 83 64 60 76 Mod V Good 9 9 4.0 9.4 9.5 10.0 9.5 10.0 10.0 9.6 9.8 10.0113 2370 10 COLDRON CRT QUEBEC ST EAST END 14.1 37 26 542 84 66 60 78 Mod V Good 7 9 6.9 10.0 9.9 9.3 9.1 10.0 10.0 10.0 9.8 10.084 2380 10 COLEMAN CRT WEST END COLEMAN ST 12.3 54 33 702 92 78 60 88 Mod Excellent 3 4 8.7 10.0 10.0 10.0 9.6 10.0 10.0 9.6 9.8 10.0

694 2390 10 COLEMAN ST WATERFORD AVE BLAIRMORE CRES 11.4 35 20 415 89 70 60 83 Mod V Good 0 11 7.4 10.0 8.9 10.0 10.0 10.0 10.0 10.0 9.7 10.0684 2390 20 COLEMAN ST BLAIRMORE CRES COLEMAN CRT 11.5 76 43 911 86 67 60 79 Mod V Good 8 7 3.7 10.0 9.8 9.5 9.4 10.0 10.0 9.6 10.0 10.0683 2390 30 COLEMAN ST COLEMAN CRT BLAIRMORE CRES 11.5 75 43 908 78 58 60 71 Mod V Good 17 5 4.6 9.1 9.6 9.5 9.8 10.0 10.0 9.6 9.8 10.0681 2390 40 COLEMAN ST BLAIRMORE CRES GREEN AVE W 11.5 77 44 934 85 67 60 79 Mod V Good 8 7 5.3 10.0 9.3 10.0 10.0 10.0 10.0 9.0 9.8 10.0

1068 2410 10 COLUMBIA ST CARMI AVE MacCLEAVE AVE 11.5 94 54 1,139 94 81 85 88 Strng Excellent 2 5 4.9 10.0 9.7 10.0 9.9 9.6 10.0 10.0 9.7 10.01073 2420 10 COLUMBIA ST MacCLEAVE AVE HATFIELD AVE 11.5 82 47 987 95 85 82 89 Strng Excellent 0 4 4.2 10.0 9.6 10.0 10.0 10.0 10.0 10.0 9.7 10.01066 2420 20 COLUMBIA ST HATFIELD AVE NAISH DR 11.5 104 60 1,254 85 73 82 81 Strng V Good 5 10 2.8 10.0 9.6 9.5 9.1 10.0 10.0 10.0 10.0 10.0199 2420 30 COLUMBIA ST NAISH DR DUNCAN AVE E 11.5 138 80 1,671 84 66 34 67 Weak Good 5 11 3.7 10.0 9.4 9.5 9.2 10.0 10.0 10.0 10.0 10.0284 2430 10 COLUMBIA ST DUNCAN AVE E RIDGEDALE AVE 11.5 119 68 1,434 74 53 60 67 Mod Good 9 18 5.1 10.0 9.0 9.1 8.9 10.0 10.0 10.0 9.8 10.0250 2450 10 COMMERCIAL PL COMMERCIAL WAY EAST END 9.9 302 149 3,137 100 90 60 97 Mod Excellent 0 0 2.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0251 2460 10 COMMERCIAL WAY DARTMOUTH RD COMMERCIAL PL 11.7 384 225 4,716 98 89 60 95 Mod Excellent 1 0 2.2 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0 10.0

1007 2460 20 COMMERCIAL WAY COMMERCIAL PL CLARK AVE 11.7 225 132 2,765 95 84 60 91 Mod Excellent 0 5 2.2 10.0 10.0 10.0 9.4 9.9 10.0 10.0 10.0 10.01086 2460 30 COMMERCIAL WAY CLARK AVE CARMI AVE 11.2 136 76 1,601 87 68 60 81 Mod V Good 10 2 6.1 10.0 9.9 9.3 10.0 10.0 10.0 9.6 9.8 10.0

18 2480 10 COMOX ST SOUTH END HWY 97 11.2 137 77 1,611 65 42 60 57 Mod Fair 34 1 7.1 10.0 10.0 7.2 10.0 10.0 10.0 9.1 9.8 10.0407 2480 20 COMOX ST HWY 97 CRESTON AVE 8.5 106 45 947 78 58 60 71 Mod V Good 20 2 10.3 10.0 10.0 8.6 9.9 10.0 9.2 10.0 9.8 10.0412 2480 30 COMOX ST CRESTON AVE WESTMINSTER AVE E 8.5 101 43 904 69 44 60 61 Mod Good 23 8 14.7 9.2 9.1 9.6 10.0 10.0 8.9 9.5 9.8 10.0413 2490 10 COMOX ST WESTMINSTER AVE E BURNABY AVE 8.5 99 42 887 79 60 60 73 Mod V Good 19 1 7.1 10.0 10.0 9.0 10.0 9.1 10.0 9.5 9.8 9.8475 2500 10 CONKLIN AVE TIMMINS ST MOOSEJAW ST 7.3 107 39 821 61 29 60 50 Mod Fair 38 1 11.6 8.8 10.0 8.4 10.0 8.6 10.0 9.4 9.8 10.0599 2510 10 CONKLIN AVE MOOSEJAW ST ARGYLE ST 10.8 297 160 3,362 100 90 60 97 Mod Excellent 0 0 3.1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0479 2510 20 CONKLIN AVE ARGYLE ST FAIRVIEW RD 10.8 291 157 3,294 100 90 60 97 Mod Excellent 0 0 2.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0927 2530 10 CORBISHLEY AVE LOWER BENCH RD CARDER RD 5.4 157 42 889 87 68 60 80 Mod V Good 10 4 4.0 10.0 9.7 10.0 10.0 8.1 10.0 9.9 9.8 10.0928 2530 20 CORBISHLEY AVE CARDER RD SWORDER RD 765-823 5.4 511 138 2,892 86 67 60 79 Mod V Good 14 0 3.5 10.0 10.0 9.0 10.0 9.0 10.0 10.0 10.0 10.0376 2530 30 CORBISHLEY AVE SWORDER RD 765-823 UPPER BENCH RD N 5.4 125 34 707 91 72 60 85 Mod V Good 8 1 4.3 10.0 10.0 10.0 10.0 8.3 10.0 10.0 9.7 10.0237 2550 10 CORBITT DR WILTSE DR NE END 11.2 204 114 2,403 92 78 60 88 Mod Excellent 4 4 5.8 10.0 9.7 9.7 10.0 10.0 10.0 10.0 9.7 10.087 2560 10 CORNWALL CRT WEST END CORNWALL DR 13.1 64 42 873 83 64 60 76 Mod V Good 11 7 6.1 10.0 9.8 9.2 9.5 10.0 10.0 9.6 9.8 10.079 2580 10 CORNWALL DR PARIS ST BRANDON AVE 11.6 295 172 3,602 78 64 87 77 Strng V Good 6 16 3.7 10.0 8.0 9.7 9.9 9.9 10.0 9.9 10.0 9.9

Page 57: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 8 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

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men

t Are

a (m

2)

381 2120 40 CARMI AVE HOLDEN RD CLELAND DR 14.0 112 78 1,6471141 2130 10 CARMI AVE HOLDEN RD NE END 8.5 942 400 8,410234 2150 10 CARMI DR CARMI AVE MacCLEAVE AVE 8.9 109 49 1,020

203.1 2160 10 CEDAR RD BALSAM AVE 225m S/O BALSAM AVE 5.5 229 63 1,317203.2 2160 20 CEDAR RD 225m S/O BALSAM AVE PINEVIEW RD 5.5 182 50 1,048124 2170 10 CHAMBERS PL SOUTH END ROBLIN ST 12.9 48 31 646292 2190 10 CHAPMAN RD WEST END NARAMATA RD 4.0 323 65 1,355310 2210 10 CHARLES ST DUNCAN AVE E RIDGEDALE AVE 8.8 107 47 99124 2220 10 CHASE AVE OAKVILLE ST EAST END 8.2 138 56 1,185

102 2230 10 CHATHAM PL SOUTH END CHATHAM ST 12.1 102 62 1,293105 2240 10 CHATHAM ST OKANAGAN AVE W NORTH END 9.8 47 23 480867 2260 10 CHERRY AVE CAMROSE AVE GOVERNMENT ST 11.6 231 134 2,822864 2270 10 CHERRY AVE GOVERNMENT ST BARNES ST 11.6 175 102 2,138201 2290 10 CHURCH ST DUNCAN AVE E MUNICIPAL AVE 11.4 144 82 1,725368 2310 10 CHURCHILL AVE RIVERSIDE DR SYDNEY ST 7.4 166 61 1,290420 2310 20 CHURCHILL AVE SYDNEY ST ALBERNI ST 7.4 167 62 1,299419 2310 30 CHURCHILL AVE ALBERNI ST POWER ST 11.4 62 36 74741 2320 10 CHURCHILL AVE POWER ST LAKEVIEW ST 8.9 479 213 4,479

423 2320 20 CHURCHILL AVE LAKEVIEW ST BRUNSWICK ST 8.9 55 24 511425 2320 30 CHURCHILL AVE BRUNSWICK ST WINNIPEG ST 8.9 128 57 1,199255 2340 10 CLARK AVE COMMERCIAL WAY EAST END 11.6 139 81 1,695

6 2360 10 CLELAND DR CARMI AVE DEWDNEY CRES 11.3 72 41 8551081 2360 20 CLELAND DR DEWDNEY CRES McLEAN AVE 11.3 234 132 2,7811080 2360 30 CLELAND DR McLEAN AVE DEWDNEY CRES 11.3 55 31 6511094 2360 40 CLELAND DR ALLISON ST DEWDNEY CRES 11.3 319 180 3,784113 2370 10 COLDRON CRT QUEBEC ST EAST END 14.1 37 26 54284 2380 10 COLEMAN CRT WEST END COLEMAN ST 12.3 54 33 702

694 2390 10 COLEMAN ST WATERFORD AVE BLAIRMORE CRES 11.4 35 20 415684 2390 20 COLEMAN ST BLAIRMORE CRES COLEMAN CRT 11.5 76 43 911683 2390 30 COLEMAN ST COLEMAN CRT BLAIRMORE CRES 11.5 75 43 908681 2390 40 COLEMAN ST BLAIRMORE CRES GREEN AVE W 11.5 77 44 934

1068 2410 10 COLUMBIA ST CARMI AVE MacCLEAVE AVE 11.5 94 54 1,1391073 2420 10 COLUMBIA ST MacCLEAVE AVE HATFIELD AVE 11.5 82 47 9871066 2420 20 COLUMBIA ST HATFIELD AVE NAISH DR 11.5 104 60 1,254199 2420 30 COLUMBIA ST NAISH DR DUNCAN AVE E 11.5 138 80 1,671284 2430 10 COLUMBIA ST DUNCAN AVE E RIDGEDALE AVE 11.5 119 68 1,434250 2450 10 COMMERCIAL PL COMMERCIAL WAY EAST END 9.9 302 149 3,137251 2460 10 COMMERCIAL WAY DARTMOUTH RD COMMERCIAL PL 11.7 384 225 4,716

1007 2460 20 COMMERCIAL WAY COMMERCIAL PL CLARK AVE 11.7 225 132 2,7651086 2460 30 COMMERCIAL WAY CLARK AVE CARMI AVE 11.2 136 76 1,601

18 2480 10 COMOX ST SOUTH END HWY 97 11.2 137 77 1,611407 2480 20 COMOX ST HWY 97 CRESTON AVE 8.5 106 45 947412 2480 30 COMOX ST CRESTON AVE WESTMINSTER AVE E 8.5 101 43 904413 2490 10 COMOX ST WESTMINSTER AVE E BURNABY AVE 8.5 99 42 887475 2500 10 CONKLIN AVE TIMMINS ST MOOSEJAW ST 7.3 107 39 821599 2510 10 CONKLIN AVE MOOSEJAW ST ARGYLE ST 10.8 297 160 3,362479 2510 20 CONKLIN AVE ARGYLE ST FAIRVIEW RD 10.8 291 157 3,294927 2530 10 CORBISHLEY AVE LOWER BENCH RD CARDER RD 5.4 157 42 889928 2530 20 CORBISHLEY AVE CARDER RD SWORDER RD 765-823 5.4 511 138 2,892376 2530 30 CORBISHLEY AVE SWORDER RD 765-823 UPPER BENCH RD N 5.4 125 34 707237 2550 10 CORBITT DR WILTSE DR NE END 11.2 204 114 2,40387 2560 10 CORNWALL CRT WEST END CORNWALL DR 13.1 64 42 87379 2580 10 CORNWALL DR PARIS ST BRANDON AVE 11.6 295 172 3,602

Project Summary

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Proj

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1940 1940 - CARMI AVE 570 8,335 90 Excellent 3 31950 1950 - CARMI AVE 942 8,410 42 Marginal 1 41960 1960 - CARMI DR 109 1,020 82 V Good 2 51970 1970 - CEDAR RD 229 1,317 95 Excellent 2 51980 1980 - CEDAR RD 182 1,048 54 Fair 2 51990 1990 - CHAMBERS PL 48 646 79 V Good 2 52000 2000 - CHAPMAN RD 323 1,355 87 Excellent 2 62010 2010 - CHARLES ST 107 991 79 V Good 2 52020 2020 - CHASE AVE 138 1,185 84 V Good 2 52030 2030 - CHATHAM PL 102 1,293 77 V Good 2 52040 2040 - CHATHAM ST 47 480 76 V Good 2 52050 2050 - CHERRY AVE 231 2,822 96 Excellent 2 22060 2060 - CHERRY AVE 175 2,138 95 Excellent 2 22070 2070 - CHURCH ST 144 1,725 71 V Good 2 52080 2080 - CHURCHILL AVE 395 3,337 63 Good 2 22080 2080 - CHURCHILL AVE 395 3,337 63 Good 2 22080 2080 - CHURCHILL AVE 395 3,337 63 Good 2 22090 2090 - CHURCHILL AVE 662 6,189 81 V Good 2 52090 2090 - CHURCHILL AVE 662 6,189 81 V Good 2 52090 2090 - CHURCHILL AVE 662 6,189 81 V Good 2 52100 2100 - CLARK AVE 139 1,695 75 V Good 2 22110 2110 - CLELAND DR 361 4,287 60 Fair 2 52110 2110 - CLELAND DR 361 4,287 60 Fair 2 52110 2110 - CLELAND DR 361 4,287 60 Fair 2 52120 2120 - CLELAND DR 319 3,784 76 V Good 2 52130 2130 - COLDRON CRT 37 542 78 V Good 2 52140 2140 - COLEMAN CRT 54 702 87 Excellent 2 52150 2150 - COLEMAN ST 263 3,169 77 V Good 2 52150 2150 - COLEMAN ST 263 3,169 77 V Good 2 52150 2150 - COLEMAN ST 263 3,169 77 V Good 2 52150 2150 - COLEMAN ST 263 3,169 77 V Good 2 52160 2160 - COLUMBIA ST 94 1,139 88 Excellent 3 32170 2170 - COLUMBIA ST 324 3,912 77 V Good 2 32170 2170 - COLUMBIA ST 324 3,912 77 V Good 2 32170 2170 - COLUMBIA ST 324 3,912 77 V Good 2 32180 2180 - COLUMBIA ST 119 1,434 66 Good 2 52190 2190 - COMMERCIAL PL 302 3,137 96 Excellent 2 22200 2200 - COMMERCIAL WAY 745 9,082 91 Excellent 2 22200 2200 - COMMERCIAL WAY 745 9,082 91 Excellent 2 22200 2200 - COMMERCIAL WAY 745 9,082 91 Excellent 2 22210 2210 - COMOX ST 344 3,462 61 Good 2 52210 2210 - COMOX ST 344 3,462 61 Good 2 52210 2210 - COMOX ST 344 3,462 61 Good 2 52220 2220 - COMOX ST 99 887 72 V Good 2 52230 2230 - CONKLIN AVE 107 821 50 Marginal 2 52240 2240 - CONKLIN AVE 588 6,656 96 Excellent 2 52240 2240 - CONKLIN AVE 588 6,656 96 Excellent 2 52250 2250 - CORBISHLEY AVE 792 4,488 80 V Good 2 62250 2250 - CORBISHLEY AVE 792 4,488 80 V Good 2 62250 2250 - CORBISHLEY AVE 792 4,488 80 V Good 2 62260 2260 - CORBITT DR 204 2,403 87 Excellent 2 52270 2270 - CORNWALL CRT 64 873 76 V Good 2 52280 2280 - CORNWALL DR 295 3,602 76 V Good 3 3

Page 58: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 9 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

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Blo

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678 2590 10 CORNWALL DR BRANDON AVE MURRAY DR 11.6 85 49 1,032 77 57 74 71 Mod V Good 9 14 6.8 9.6 8.8 9.5 9.6 10.0 10.0 10.0 9.8 9.9676 2590 20 CORNWALL DR MURRAY DR CORNWALL CRT 11.6 49 29 602 81 62 86 77 Strng V Good 7 12 4.7 9.2 9.1 10.0 9.5 10.0 10.0 10.0 9.8 10.0675 2590 30 CORNWALL DR CORNWALL CRT McINTYRE PL 11.6 66 38 808 70 57 80 69 Strng Good 13 17 4.5 9.3 8.3 9.4 9.6 10.0 10.0 10.0 9.9 10.0674 2590 40 CORNWALL DR McINTYRE PL NICHOLSON ST 11.6 123 71 1,501 79 60 86 76 Strng V Good 7 14 4.3 10.0 8.9 9.5 9.5 10.0 10.0 9.8 9.8 10.0673 2590 50 CORNWALL DR NICHOLSON ST BASKIN ST 11.6 60 35 734 88 71 93 85 Strng Excellent 4 8 3.0 10.0 9.0 10.0 10.0 10.0 10.0 9.5 10.0 10.0671 2590 60 CORNWALL DR BASKIN ST MURRAY DR 11.6 85 49 1,034 91 71 82 84 Strng V Good 0 9 3.1 10.0 9.2 10.0 9.6 10.0 10.0 10.0 10.0 10.0670 2590 70 CORNWALL DR MURRAY DR McGRAW ST 11.6 104 60 1,267 95 84 52 81 Mod V Good 3 2 2.5 10.0 9.7 9.7 10.0 10.0 10.0 10.0 10.0 10.0126 2620 10 CORRY PL PINEVIEW RD NORTH END 11.1 345 191 4,016 100 90 60 97 Mod Excellent 0 0 3.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.099 2630 10 COSSAR AVE FAIRVIEW RD EAST END 7.4 185 69 1,441 76 56 60 69 Mod Good 21 2 5.5 10.0 9.8 9.1 10.0 8.5 10.0 9.2 9.8 10.0

128 2640 10 CRAIG DR SOUTH END PINEVIEW RD 10.1 139 70 1,473 85 66 60 78 Mod V Good 10 5 11.2 9.3 10.0 10.0 9.6 9.3 10.0 9.9 9.8 10.01118 2650 10 CREEKSIDE RD ECKHARDT AVE E ALDER ST 6.8 425 145 3,035 93 79 60 88 Mod Excellent 4 4 4.7 10.0 9.7 10.0 10.0 9.4 10.0 9.9 9.7 10.0257 2660 10 CREIGHTON CRES MacCLEAVE AVE MacCLEAVE AVE 9.0 252 113 2,383 80 61 60 73 Mod V Good 18 2 8.5 9.1 9.9 9.4 10.0 9.6 10.0 9.7 9.8 10.0362 2680 10 CRESCENT HILL RD SOUTH MAIN ST VALLEYVIEW RD 6.6 466 154 3,237 68 50 60 62 Mod Good 27 5 5.6 8.5 9.6 9.7 9.9 9.1 9.9 9.5 9.8 10.0409 2700 10 CRESTON AVE COMOX ST ALBERNI ST 8.4 221 93 1,952 100 90 60 97 Mod Excellent 0 0 3.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0389 2710 10 CYPRESS AVE ELM AVE LEE AVE 11.3 123 69 1,459 80 73 30 78 Weak V Good 19 1 2.9 10.0 9.9 10.0 10.0 10.0 10.0 7.6 10.0 10.0

1139 2710 20 CYPRESS AVE LEE AVE YORKTON AVE 11.4 127 72 1,516 79 60 60 73 Mod V Good 13 7 4.2 10.0 9.8 9.3 9.3 9.9 10.0 9.3 9.8 10.0132 2720 10 DAFOE PL DAFOE ST EAST END 10.9 114 62 1,304 77 58 60 71 Mod V Good 15 8 9.0 10.0 9.9 9.4 9.3 9.4 10.0 9.3 9.8 10.0131 2730 10 DAFOE ST GREENWOOD DR DAFOE PL 9.1 117 53 1,121 82 63 60 75 Mod V Good 12 7 5.5 10.0 9.9 9.5 9.4 10.0 10.0 9.2 9.8 10.0894 2730 20 DAFOE ST DAFOE PL PINEVIEW RD 8.9 115 51 1,079 80 61 60 74 Mod V Good 11 9 6.4 10.0 9.7 9.3 9.4 10.0 10.0 9.6 9.8 10.0

1033 2750 10 DARTMOUTH DR GREENWOOD DR DARTMOUTH PL 11.6 20 11 240 88 69 73 80 Mod V Good 10 2 6.9 10.0 10.0 9.0 10.0 10.0 10.0 10.0 9.7 10.01142 2750 20 DARTMOUTH DR DARTMOUTH PL PINEVIEW RD 11.6 89 52 1,090 88 69 98 85 Strng Excellent 5 7 4.7 10.0 9.2 9.7 10.0 10.0 10.0 9.7 9.8 10.01035 2760 10 DARTMOUTH DR PINEVIEW RD BALSAM AVE 11.6 91 53 1,114 89 70 75 81 Mod V Good 7 4 4.7 10.0 9.6 9.6 10.0 9.4 10.0 10.0 9.8 10.01030 2760 20 DARTMOUTH DR BALSAM AVE ADAMSON DR 11.6 55 32 666 81 62 78 76 Strng V Good 11 8 4.0 10.0 9.1 8.9 10.0 10.0 10.0 10.0 9.8 10.01020 2760 30 DARTMOUTH DR ADAMSON DR WILTSE BLVD 11.6 66 38 803 79 75 75 77 Mod V Good 20 1 2.7 10.0 9.9 8.7 10.0 9.6 10.0 9.3 10.0 10.0211 2770 10 DARTMOUTH DR WILTSE BLVD WARREN AVE E 12.1 758 460 9,658 79 62 86 76 Strng V Good 14 7 3.9 10.0 9.1 9.7 10.0 9.7 10.0 8.7 10.0 10.0221 2790 10 DARTMOUTH PL SE END DARTMOUTH DR 10.7 160 85 1,791 83 65 60 77 Mod V Good 14 3 5.0 10.0 9.8 9.0 10.0 9.6 10.0 9.7 9.7 10.0

1008 2810 10 DARTMOUTH RD DAWSON AVE DARTMOUTH DR 11.5 126 73 1,525 62 54 60 60 Mod Fair 26 11 4.9 10.0 9.4 9.2 9.3 10.0 10.0 7.8 9.8 10.01010 2820 10 DARTMOUTH RD DARTMOUTH DR OKANAGAN AVE E 11.5 227 130 2,740 77 67 60 74 Mod V Good 16 7 3.4 10.0 9.1 10.0 10.0 10.0 10.0 8.2 10.0 9.81012 2820 20 DARTMOUTH RD OKANAGAN AVE E PAGE AVE 11.5 118 68 1,420 74 55 60 67 Mod Good 22 4 4.9 9.4 9.6 9.2 10.0 10.0 10.0 8.9 9.8 10.01009 2820 30 DARTMOUTH RD PAGE AVE COMMERCIAL WAY 11.5 123 71 1,482 72 77 30 74 Weak V Good 26 2 2.6 10.0 9.7 9.0 10.0 9.7 10.0 8.2 10.0 10.01006 2820 40 DARTMOUTH RD COMMERCIAL WAY CARMI AVE 11.5 253 146 3,056 81 65 60 76 Mod V Good 16 2 3.7 10.0 9.7 10.0 10.0 10.0 10.0 8.0 10.0 10.0989 2840 10 DARTMOUTH ST CARMI AVE MacCLEAVE AVE 11.3 71 40 842 74 54 60 67 Mod Good 14 12 7.8 9.3 9.2 9.3 9.5 10.0 10.0 10.0 9.8 10.0991 2850 10 DARTMOUTH ST MacCLEAVE AVE ROSS AVE 11.3 92 52 1,096 85 67 60 79 Mod V Good 5 9 7.5 10.0 9.5 9.6 9.5 9.7 10.0 10.0 9.8 10.0236 2850 20 DARTMOUTH ST ROSS AVE NORTH END 11.3 45 25 529 80 61 60 74 Mod V Good 15 4 9.1 10.0 9.7 8.7 9.9 9.5 10.0 10.0 9.7 10.0882 2860 10 DAUPHIN AVE ERAUT ST CHAMBERS PL 11.4 162 92 1,942 74 64 60 71 Mod V Good 19 6 3.8 10.0 9.2 10.0 10.0 10.0 10.0 7.6 10.0 10.0884 2860 20 DAUPHIN AVE CHAMBERS PL SOUTH MAIN ST 11.4 94 53 1,119 87 75 60 83 Mod V Good 9 4 2.7 10.0 9.5 10.0 10.0 10.0 10.0 8.9 10.0 10.0129 2870 10 DAUPHIN PL SOUTH MAIN ST EAST END 8.8 87 38 804 91 72 60 84 Mod V Good 0 9 7.0 10.0 9.1 10.0 9.9 10.0 10.0 10.0 9.7 10.0363 2890 10 DAVENPORT AVE LOCHORE RD NARAMATA RD 4.6 387 89 1,872 90 71 60 83 Mod V Good 10 0 3.1 10.0 10.0 9.7 10.0 8.3 10.0 10.0 10.0 10.0334 2910 10 DAWSON AVE SOUTH MAIN ST BRAELYN CRES 13.0 85 55 1,161 65 61 85 69 Strng Good 21 14 4.1 9.3 8.3 9.1 10.0 10.0 10.0 9.2 9.9 10.0876 2910 20 DAWSON AVE BRAELYN CRES BRAELYN CRES 13.0 154 101 2,111 65 61 66 64 Mod Good 21 14 4.0 8.8 8.3 9.5 10.0 10.0 10.0 9.5 9.9 10.0875 2910 30 DAWSON AVE BRAELYN CRES CAMROSE ST 13.0 158 103 2,160 47 54 81 58 Strng Fair 34 18 4.9 8.7 7.8 8.6 10.0 10.0 10.0 9.0 9.9 10.0874 2910 40 DAWSON AVE CAMROSE ST GOVERNMENT ST 13.0 236 153 3,219 66 70 74 69 Mod Good 22 12 3.1 9.8 8.5 9.5 10.0 10.0 10.0 8.1 10.0 10.0229 2920 10 DAWSON AVE GOVERNMENT ST BARNES ST 11.7 177 103 2,173 78 71 60 75 Mod V Good 16 6 3.0 9.7 9.5 9.6 9.7 10.0 10.0 8.9 10.0 10.0

1019 2920 20 DAWSON AVE BARNES ST DARTMOUTH RD 11.7 108 63 1,330 72 52 60 66 Mod Good 20 8 5.2 10.0 9.8 9.3 9.3 10.0 10.0 8.4 9.8 10.050 2940 10 DE RENZY PL SW END LAKESIDE RD 8.8 141 62 1,304 77 57 60 71 Mod V Good 22 1 5.1 10.0 10.0 9.6 10.0 10.0 10.0 7.8 9.8 10.0966 2960 10 DEBECK RD LYON ST MATSON AVE 10.8 114 62 1,293 90 72 60 84 Mod V Good 10 0 3.0 10.0 10.0 9.5 10.0 8.9 10.0 10.0 10.0 10.0276 2960 20 DEBECK RD MATSON AVE PENTICTON AVE 11.3 122 69 1,448 86 71 60 81 Mod V Good 11 2 3.1 10.0 9.7 9.7 10.0 9.1 10.0 9.4 10.0 10.0953 2970 10 DEBECK RD PENTICTON AVE McPHERSON CRES 11.3 91 51 1,079 86 67 60 80 Mod V Good 12 2 4.6 10.0 9.9 9.3 10.0 8.8 10.0 10.0 9.8 10.0305 2980 10 DEWDNEY CRES CLELAND DR CLELAND DR 10.0 476 238 4,999 84 66 60 78 Mod V Good 3 12 4.8 10.0 10.0 10.0 8.6 10.0 10.0 9.6 9.7 10.0488 2990 10 DOUGLAS AVE MOOSEJAW ST ARGYLE ST 10.1 296 149 3,129 100 96 60 99 Mod Excellent 0 0 1.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0484 2990 20 DOUGLAS AVE ARGYLE ST FAIRVIEW RD 10.1 291 146 3,071 100 96 60 99 Mod Excellent 0 0 1.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

1001 3000 10 DUNANT CRES MacCLEAVE AVE PINE ST 11.2 255 143 2,995 84 66 60 78 Mod V Good 13 3 7.9 9.2 10.0 10.0 9.9 9.4 9.9 9.8 9.7 10.01003 3000 20 DUNANT CRES PINE ST DUNANT PL 9.2 88 41 851 88 69 60 82 Mod V Good 10 2 8.1 10.0 10.0 10.0 10.0 9.5 10.0 9.0 9.7 10.0

Page 59: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 10 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

678 2590 10 CORNWALL DR BRANDON AVE MURRAY DR 11.6 85 49 1,032676 2590 20 CORNWALL DR MURRAY DR CORNWALL CRT 11.6 49 29 602675 2590 30 CORNWALL DR CORNWALL CRT McINTYRE PL 11.6 66 38 808674 2590 40 CORNWALL DR McINTYRE PL NICHOLSON ST 11.6 123 71 1,501673 2590 50 CORNWALL DR NICHOLSON ST BASKIN ST 11.6 60 35 734671 2590 60 CORNWALL DR BASKIN ST MURRAY DR 11.6 85 49 1,034670 2590 70 CORNWALL DR MURRAY DR McGRAW ST 11.6 104 60 1,267126 2620 10 CORRY PL PINEVIEW RD NORTH END 11.1 345 191 4,01699 2630 10 COSSAR AVE FAIRVIEW RD EAST END 7.4 185 69 1,441

128 2640 10 CRAIG DR SOUTH END PINEVIEW RD 10.1 139 70 1,4731118 2650 10 CREEKSIDE RD ECKHARDT AVE E ALDER ST 6.8 425 145 3,035257 2660 10 CREIGHTON CRES MacCLEAVE AVE MacCLEAVE AVE 9.0 252 113 2,383362 2680 10 CRESCENT HILL RD SOUTH MAIN ST VALLEYVIEW RD 6.6 466 154 3,237409 2700 10 CRESTON AVE COMOX ST ALBERNI ST 8.4 221 93 1,952389 2710 10 CYPRESS AVE ELM AVE LEE AVE 11.3 123 69 1,4591139 2710 20 CYPRESS AVE LEE AVE YORKTON AVE 11.4 127 72 1,516132 2720 10 DAFOE PL DAFOE ST EAST END 10.9 114 62 1,304131 2730 10 DAFOE ST GREENWOOD DR DAFOE PL 9.1 117 53 1,121894 2730 20 DAFOE ST DAFOE PL PINEVIEW RD 8.9 115 51 1,079

1033 2750 10 DARTMOUTH DR GREENWOOD DR DARTMOUTH PL 11.6 20 11 2401142 2750 20 DARTMOUTH DR DARTMOUTH PL PINEVIEW RD 11.6 89 52 1,0901035 2760 10 DARTMOUTH DR PINEVIEW RD BALSAM AVE 11.6 91 53 1,1141030 2760 20 DARTMOUTH DR BALSAM AVE ADAMSON DR 11.6 55 32 6661020 2760 30 DARTMOUTH DR ADAMSON DR WILTSE BLVD 11.6 66 38 803211 2770 10 DARTMOUTH DR WILTSE BLVD WARREN AVE E 12.1 758 460 9,658221 2790 10 DARTMOUTH PL SE END DARTMOUTH DR 10.7 160 85 1,791

1008 2810 10 DARTMOUTH RD DAWSON AVE DARTMOUTH DR 11.5 126 73 1,5251010 2820 10 DARTMOUTH RD DARTMOUTH DR OKANAGAN AVE E 11.5 227 130 2,7401012 2820 20 DARTMOUTH RD OKANAGAN AVE E PAGE AVE 11.5 118 68 1,4201009 2820 30 DARTMOUTH RD PAGE AVE COMMERCIAL WAY 11.5 123 71 1,4821006 2820 40 DARTMOUTH RD COMMERCIAL WAY CARMI AVE 11.5 253 146 3,056989 2840 10 DARTMOUTH ST CARMI AVE MacCLEAVE AVE 11.3 71 40 842991 2850 10 DARTMOUTH ST MacCLEAVE AVE ROSS AVE 11.3 92 52 1,096236 2850 20 DARTMOUTH ST ROSS AVE NORTH END 11.3 45 25 529882 2860 10 DAUPHIN AVE ERAUT ST CHAMBERS PL 11.4 162 92 1,942884 2860 20 DAUPHIN AVE CHAMBERS PL SOUTH MAIN ST 11.4 94 53 1,119129 2870 10 DAUPHIN PL SOUTH MAIN ST EAST END 8.8 87 38 804363 2890 10 DAVENPORT AVE LOCHORE RD NARAMATA RD 4.6 387 89 1,872334 2910 10 DAWSON AVE SOUTH MAIN ST BRAELYN CRES 13.0 85 55 1,161876 2910 20 DAWSON AVE BRAELYN CRES BRAELYN CRES 13.0 154 101 2,111875 2910 30 DAWSON AVE BRAELYN CRES CAMROSE ST 13.0 158 103 2,160874 2910 40 DAWSON AVE CAMROSE ST GOVERNMENT ST 13.0 236 153 3,219229 2920 10 DAWSON AVE GOVERNMENT ST BARNES ST 11.7 177 103 2,173

1019 2920 20 DAWSON AVE BARNES ST DARTMOUTH RD 11.7 108 63 1,33050 2940 10 DE RENZY PL SW END LAKESIDE RD 8.8 141 62 1,304966 2960 10 DEBECK RD LYON ST MATSON AVE 10.8 114 62 1,293276 2960 20 DEBECK RD MATSON AVE PENTICTON AVE 11.3 122 69 1,448953 2970 10 DEBECK RD PENTICTON AVE McPHERSON CRES 11.3 91 51 1,079305 2980 10 DEWDNEY CRES CLELAND DR CLELAND DR 10.0 476 238 4,999488 2990 10 DOUGLAS AVE MOOSEJAW ST ARGYLE ST 10.1 296 149 3,129484 2990 20 DOUGLAS AVE ARGYLE ST FAIRVIEW RD 10.1 291 146 3,071

1001 3000 10 DUNANT CRES MacCLEAVE AVE PINE ST 11.2 255 143 2,9951003 3000 20 DUNANT CRES PINE ST DUNANT PL 9.2 88 41 851

Project Summary

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2290 2290 - CORNWALL DR 572 6,978 77 V Good 3 32290 2290 - CORNWALL DR 572 6,978 77 V Good 3 32290 2290 - CORNWALL DR 572 6,978 77 V Good 3 32290 2290 - CORNWALL DR 572 6,978 77 V Good 3 32290 2290 - CORNWALL DR 572 6,978 77 V Good 3 32290 2290 - CORNWALL DR 572 6,978 77 V Good 3 32290 2290 - CORNWALL DR 572 6,978 77 V Good 3 32300 2300 - CORRY PL 345 4,016 96 Excellent 2 52310 2310 - COSSAR AVE 185 1,441 69 Good 2 52320 2320 - CRAIG DR 139 1,473 78 V Good 2 52330 2330 - CREEKSIDE RD 425 3,035 88 Excellent 2 52340 2340 - CREIGHTON CRES 252 2,383 73 V Good 2 52350 2350 - CRESCENT HILL RD 466 3,237 61 Good 2 62360 2360 - CRESTON AVE 221 1,952 96 Excellent 2 52370 2370 - CYPRESS AVE 250 2,975 75 V Good 2 52370 2370 - CYPRESS AVE 250 2,975 75 V Good 2 52380 2380 - DAFOE PL 114 1,304 71 V Good 2 52390 2390 - DAFOE ST 233 2,200 75 V Good 2 52390 2390 - DAFOE ST 233 2,200 75 V Good 2 52400 2400 - DARTMOUTH DR 109 1,329 84 V Good 3 32400 2400 - DARTMOUTH DR 109 1,329 84 V Good 3 32410 2410 - DARTMOUTH DR 212 2,583 78 V Good 2 32410 2410 - DARTMOUTH DR 212 2,583 78 V Good 2 32410 2410 - DARTMOUTH DR 212 2,583 78 V Good 2 32420 2420 - DARTMOUTH DR 758 9,658 76 V Good 3 32430 2430 - DARTMOUTH PL 160 1,791 77 V Good 2 52440 2440 - DARTMOUTH RD 126 1,525 59 Fair 2 22450 2450 - DARTMOUTH RD 721 8,697 73 V Good 2 22450 2450 - DARTMOUTH RD 721 8,697 73 V Good 2 22450 2450 - DARTMOUTH RD 721 8,697 73 V Good 2 22450 2450 - DARTMOUTH RD 721 8,697 73 V Good 2 22460 2460 - DARTMOUTH ST 71 842 67 Good 2 52470 2470 - DARTMOUTH ST 137 1,624 77 V Good 2 52470 2470 - DARTMOUTH ST 137 1,624 77 V Good 2 52480 2480 - DAUPHIN AVE 256 3,061 75 V Good 2 52480 2480 - DAUPHIN AVE 256 3,061 75 V Good 2 52490 2490 - DAUPHIN PL 87 804 84 V Good 2 52500 2500 - DAVENPORT AVE 387 1,872 83 V Good 2 62510 2510 - DAWSON AVE 633 8,651 65 Good 2 22510 2510 - DAWSON AVE 633 8,651 65 Good 2 22510 2510 - DAWSON AVE 633 8,651 65 Good 2 22510 2510 - DAWSON AVE 633 8,651 65 Good 2 22520 2520 - DAWSON AVE 285 3,502 71 V Good 2 22520 2520 - DAWSON AVE 285 3,502 71 V Good 2 22530 2530 - DE RENZY PL 141 1,304 70 V Good 2 62540 2540 - DEBECK RD 236 2,742 82 V Good 2 52540 2540 - DEBECK RD 236 2,742 82 V Good 2 52550 2550 - DEBECK RD 91 1,079 79 V Good 2 52560 2560 - DEWDNEY CRES 476 4,999 78 V Good 2 52570 2570 - DOUGLAS AVE 587 6,201 98 Excellent 2 52570 2570 - DOUGLAS AVE 587 6,201 98 Excellent 2 52580 2580 - DUNANT CRES 343 3,846 79 V Good 2 52580 2580 - DUNANT CRES 343 3,846 79 V Good 2 5

Page 60: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 11 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

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Blo

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umbe

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253 3000 30 DUNANT CRES DUNANT PL MacCLEAVE AVE 8.7 105 46 960 67 42 60 59 Mod Fair 31 2 7.6 9.2 10.0 7.8 10.0 9.6 10.0 10.0 9.8 10.0995 3010 10 DUNANT PL DUNANT CRES EAST END 9.0 127 57 1,197 79 60 60 73 Mod V Good 17 4 5.9 10.0 9.7 8.9 10.0 9.5 9.9 9.7 9.7 10.0328 3030 10 DUNCAN AVE E MAIN ST MANITOBA ST 11.3 302 171 3,591 85 66 84 80 Strng V Good 13 3 3.7 9.7 9.7 10.0 10.0 9.4 9.9 9.2 10.0 10.0829 3030 20 DUNCAN AVE E MANITOBA ST LEIR ST 11.3 91 52 1,085 84 65 80 78 Strng V Good 13 4 4.3 10.0 9.7 9.5 10.0 10.0 10.0 9.1 9.8 10.0830 3030 30 DUNCAN AVE E LEIR ST BALFOUR ST 11.3 95 54 1,130 88 69 80 82 Strng V Good 11 1 3.8 10.0 9.9 10.0 10.0 10.0 10.0 8.6 10.0 10.0834 3030 40 DUNCAN AVE E BALFOUR ST GOVERNMENT ST 11.3 99 56 1,179 84 65 83 79 Strng V Good 8 8 5.9 10.0 9.2 10.0 10.0 10.0 9.9 9.1 9.8 10.0817 3040 10 DUNCAN AVE E GOVERNMENT ST KING ST 11.3 89 50 1,058 74 57 82 72 Strng V Good 19 7 4.5 9.5 9.2 9.3 10.0 9.5 10.0 9.4 9.9 10.0818 3040 20 DUNCAN AVE E KING ST CHURCH ST 11.3 143 81 1,699 76 62 86 75 Strng V Good 11 13 3.9 10.0 8.4 9.8 9.9 9.7 10.0 9.2 10.0 9.9975 3040 30 DUNCAN AVE E CHURCH ST EDGEWOOD DR 11.3 49 28 584 77 65 83 76 Strng V Good 13 10 3.6 10.0 8.9 9.3 9.9 10.0 10.0 9.3 10.0 9.9976 3050 10 DUNCAN AVE E EDGEWOOD DR DUNCAN PL 11.3 172 97 2,043 73 71 86 76 Strng V Good 18 9 3.0 9.4 8.8 9.3 10.0 10.0 10.0 9.3 10.0 10.0

1128 3050 20 DUNCAN AVE E DUNCAN PL DUNCAN AVE E 11.3 134 76 1,595 79 66 86 77 Strng V Good 16 5 3.5 9.5 9.5 9.5 10.0 10.0 10.0 9.2 10.0 10.0981 3050 30 DUNCAN AVE E DUNCAN AVE E WOODLANDS DR 11.3 155 87 1,835 76 71 80 76 Strng V Good 16 8 3.0 10.0 9.2 9.4 9.7 9.4 10.0 9.2 10.0 9.9983 3050 40 DUNCAN AVE E WOODLANDS DR PINE ST 11.3 224 127 2,661 72 59 86 72 Strng V Good 18 10 4.3 10.0 8.8 9.0 10.0 9.5 9.9 9.4 9.9 9.9

1055 3050 50 DUNCAN AVE E PINE ST COLUMBIA ST 11.3 425 240 5,041 75 56 86 73 Strng V Good 13 12 4.6 9.9 8.8 9.7 9.8 9.5 9.9 9.3 9.9 10.0344 3060 10 DUNCAN AVE E COLUMBIA ST LAWRENCE AVE 9.8 115 57 1,188 80 61 70 73 Mod V Good 18 1 7.3 9.9 10.0 9.5 10.0 9.5 10.0 8.7 9.8 10.0

1057 3070 10 DUNCAN AVE E LAWRENCE AVE WELLINGTON ST 9.8 167 82 1,721 76 59 60 71 Mod V Good 15 8 4.3 10.0 9.8 9.2 9.3 10.0 10.0 9.1 9.8 10.0308 3070 20 DUNCAN AVE E WELLINGTON ST CHARLES ST 11.5 292 168 3,523 73 52 60 66 Mod Good 18 8 6.4 10.0 9.8 9.4 9.3 9.2 9.9 9.0 9.8 10.0

1089 3070 30 DUNCAN AVE E CHARLES ST FRASER CRT 11.5 73 42 880 58 37 60 51 Mod Fair 36 6 8.0 9.1 9.9 8.4 9.5 9.2 10.0 9.0 9.9 10.01091 3070 40 DUNCAN AVE E FRASER CRT RIDGEDALE AVE 11.5 334 192 4,029 74 52 60 67 Mod Good 25 1 7.1 9.7 10.0 9.2 10.0 9.0 10.0 8.8 9.8 10.0483 3090 10 DUNCAN AVE W HWY 97 HASTINGS PL 13.3 329 218 4,586 99 90 80 92 Strng Excellent 1 0 2.5 10.0 10.0 10.0 10.0 10.0 9.8 10.0 10.0 10.0482 3090 20 DUNCAN AVE W HASTINGS PL MOOSEJAW ST 13.8 98 67 1,414 83 76 96 85 Strng V Good 15 2 2.6 10.0 9.8 8.6 10.0 10.0 10.0 9.8 10.0 10.0

9 3100 10 DUNCAN AVE W MOOSEJAW ST FAIRVIEW RD 13.7 632 432 9,082 70 67 76 71 Strng V Good 22 7 3.4 8.7 9.3 9.4 9.8 10.0 10.0 9.4 10.0 10.0329 3110 10 DUNCAN AVE W FAIRVIEW RD ABEL ST 13.3 82 55 1,150 77 57 83 74 Strng V Good 19 4 5.2 10.0 9.7 8.9 10.0 9.3 10.0 9.5 9.8 9.8613 3110 20 DUNCAN AVE W ABEL ST BAKER ST 11.3 91 52 1,086 80 79 77 79 Strng V Good 18 2 2.5 10.0 9.8 9.4 10.0 9.7 10.0 8.7 10.0 10.0115 3110 30 DUNCAN AVE W BAKER ST ATKINSON ST 14.7 89 66 1,380 73 52 83 70 Strng V Good 23 4 5.2 9.2 9.9 9.2 9.8 10.0 10.0 9.1 9.8 10.075 3120 10 DUNCAN AVE W ATKINSON ST MAIN ST 13.6 252 172 3,602 60 43 64 57 Mod Fair 36 4 6.8 6.8 10.0 10.0 9.6 9.6 9.9 9.6 9.8 10.0

235 3140 10 DUNCAN PL SE END DUNCAN AVE E 8.8 35 16 326 49 45 30 48 Weak Marginal 49 2 6.4 8.6 9.9 6.5 10.0 10.0 10.0 9.8 9.9 10.014 3150 10 DYNES AVE RIVERSIDE DR SYDNEY ST 7.3 207 76 1,594 90 71 60 84 Mod V Good 8 2 5.9 10.0 10.0 10.0 10.0 10.0 10.0 9.0 9.7 10.0

406 3150 20 DYNES AVE SYDNEY ST ALBERNI ST 7.1 165 59 1,230 85 71 60 80 Mod V Good 11 4 3.0 10.0 9.8 10.0 9.8 9.5 10.0 8.9 10.0 10.027 3150 30 DYNES AVE ALBERNI ST POWER ST 7.1 84 30 623 85 66 60 79 Mod V Good 11 4 8.3 10.0 9.7 9.1 10.0 9.6 10.0 10.0 9.7 10.0582 3170 10 ECKHARDT AVE E MAIN ST ELLIS ST 11.6 87 50 1,059 44 38 79 51 Strng Fair 41 15 7.9 6.9 8.2 9.3 10.0 9.7 10.0 9.6 9.9 10.0583 3170 20 ECKHARDT AVE E ELLIS ST VAN HORNE AVE 11.5 85 49 1,027 57 61 85 65 Strng Good 29 13 4.1 7.9 8.7 9.8 9.8 9.0 10.0 9.6 9.8 10.0584 3170 30 ECKHARDT AVE E VAN HORNE AVE BRAID ST 11.5 86 49 1,032 58 51 89 64 Strng Good 29 13 5.4 7.9 9.1 9.3 9.3 9.6 10.0 10.0 9.8 10.0320 3170 40 ECKHARDT AVE E BRAID ST PAPINEAU ST 11.5 85 49 1,029 61 56 88 67 Strng Good 28 10 4.7 8.0 9.2 9.8 9.7 9.4 10.0 9.4 9.8 10.0763 3170 50 ECKHARDT AVE E PAPINEAU ST GAHAN AVE 11.5 25 14 299 60 39 86 61 Strng Good 28 12 7.6 8.4 9.0 9.3 9.7 9.4 10.0 9.6 9.8 10.0770 3170 60 ECKHARDT AVE E GAHAN AVE BURNS ST 11.5 62 36 749 60 60 86 66 Strng Good 31 10 4.2 7.7 8.9 10.0 10.0 9.0 10.0 9.4 9.8 10.0761 3170 70 ECKHARDT AVE E BURNS ST HAYWOOD ST 11.5 58 33 696 61 70 84 69 Strng Good 30 10 3.1 7.8 8.8 10.0 10.0 9.3 10.0 9.3 10.0 10.0762 3170 80 ECKHARDT AVE E HAYWOOD ST GOVERNMENT ST 11.5 114 65 1,370 84 65 87 80 Strng V Good 6 10 6.9 9.7 8.9 10.0 10.0 9.3 10.0 10.0 9.8 10.0319 3180 10 ECKHARDT AVE E GOVERNMENT ST ONTARIO ST 12.5 47 30 622 58 45 83 61 Strng Good 36 6 6.4 7.1 9.4 9.1 10.0 10.0 10.0 10.0 9.8 10.0318 3190 10 ECKHARDT AVE E ONTARIO ST PICKERING ST 13.7 46 31 657 57 41 86 60 Strng Fair 27 17 7.1 8.3 8.0 9.3 10.0 10.0 10.0 9.6 9.9 10.0185 3200 10 ECKHARDT AVE E PICKERING ST CREEKSIDE RD 10.0 70 35 732 80 61 60 73 Mod V Good 15 5 6.0 10.0 9.5 9.1 10.0 10.0 10.0 9.2 9.8 10.0322 3220 10 ECKHARDT AVE W HWY 97 ORCHARD AVE 12.1 139 84 1,772 78 59 49 66 Mod Good 19 2 4.7 9.3 9.9 9.7 10.0 9.5 10.0 9.1 9.8 10.0473 3220 20 ECKHARDT AVE W ORCHARD AVE CARIBOU ST 10.9 36 20 417 80 76 98 84 Strng V Good 18 2 2.6 10.0 9.7 9.5 10.0 9.0 10.0 9.0 10.0 10.0474 3220 30 ECKHARDT AVE W CARIBOU ST PACIFIC CRES 10.9 31 17 352 76 76 83 78 Strng V Good 21 3 2.6 10.0 9.7 9.1 10.0 9.0 10.0 9.0 10.0 10.0467 3220 40 ECKHARDT AVE W PACIFIC CRES YOUNG ST 13.5 161 108 2,278 80 67 72 75 Mod V Good 14 7 3.5 10.0 9.2 9.6 10.0 9.2 10.0 9.3 10.0 10.0468 3220 50 ECKHARDT AVE W YOUNG ST MOOSEJAW ST 13.5 51 34 722 75 76 92 80 Strng V Good 17 7 2.7 10.0 9.1 9.3 10.0 9.3 10.0 9.2 10.0 10.0321 3220 60 ECKHARDT AVE W MOOSEJAW ST LATIMER ST 10.6 129 69 1,440 82 81 96 85 Strng Excellent 16 2 2.3 10.0 9.8 9.5 10.0 9.6 10.0 8.9 10.0 10.0565 3220 70 ECKHARDT AVE W LATIMER ST VICTORIA DR 10.6 154 81 1,710 83 86 78 82 Strng V Good 13 4 2.0 10.0 9.5 9.6 10.0 9.7 10.0 9.1 10.0 10.0

1120 3220 80 ECKHARDT AVE W VICTORIA DR ARGYLE ST 11.0 28 15 324 94 85 79 88 Strng Excellent 6 0 2.0 10.0 10.0 10.0 10.0 9.4 10.0 9.5 10.0 10.01119 3220 90 ECKHARDT AVE W ARGYLE ST WINNIPEG ST 10.5 84 44 928 91 74 80 84 Strng V Good 5 4 3.4 10.0 9.5 10.0 10.0 9.4 10.0 9.7 10.0 10.0569 3220 100 ECKHARDT AVE W WINNIPEG ST AIN ST MARTIN ST INTERCHAN 13.1 129 85 1,775 56 46 82 60 Strng Good 29 14 6.3 8.1 8.3 9.2 10.0 9.4 10.0 9.9 9.8 10.0581 3230 10 ECKHARDT AVE W AIN ST MARTIN ST INTERCHAN MAIN ST 13.1 87 57 1,194 67 46 81 65 Strng Good 18 15 6.2 8.4 8.2 10.0 10.0 9.7 10.0 9.8 9.8 10.0969 3250 10 EDGEWOOD DR DUNCAN AVE E KILLARNEY ST 10.1 70 35 740 78 68 85 77 Strng V Good 21 1 3.4 9.1 9.9 9.3 10.0 10.0 10.0 9.3 10.0 10.0

Page 61: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 12 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

253 3000 30 DUNANT CRES DUNANT PL MacCLEAVE AVE 8.7 105 46 960995 3010 10 DUNANT PL DUNANT CRES EAST END 9.0 127 57 1,197328 3030 10 DUNCAN AVE E MAIN ST MANITOBA ST 11.3 302 171 3,591829 3030 20 DUNCAN AVE E MANITOBA ST LEIR ST 11.3 91 52 1,085830 3030 30 DUNCAN AVE E LEIR ST BALFOUR ST 11.3 95 54 1,130834 3030 40 DUNCAN AVE E BALFOUR ST GOVERNMENT ST 11.3 99 56 1,179817 3040 10 DUNCAN AVE E GOVERNMENT ST KING ST 11.3 89 50 1,058818 3040 20 DUNCAN AVE E KING ST CHURCH ST 11.3 143 81 1,699975 3040 30 DUNCAN AVE E CHURCH ST EDGEWOOD DR 11.3 49 28 584976 3050 10 DUNCAN AVE E EDGEWOOD DR DUNCAN PL 11.3 172 97 2,0431128 3050 20 DUNCAN AVE E DUNCAN PL DUNCAN AVE E 11.3 134 76 1,595981 3050 30 DUNCAN AVE E DUNCAN AVE E WOODLANDS DR 11.3 155 87 1,835983 3050 40 DUNCAN AVE E WOODLANDS DR PINE ST 11.3 224 127 2,661

1055 3050 50 DUNCAN AVE E PINE ST COLUMBIA ST 11.3 425 240 5,041344 3060 10 DUNCAN AVE E COLUMBIA ST LAWRENCE AVE 9.8 115 57 1,188

1057 3070 10 DUNCAN AVE E LAWRENCE AVE WELLINGTON ST 9.8 167 82 1,721308 3070 20 DUNCAN AVE E WELLINGTON ST CHARLES ST 11.5 292 168 3,523

1089 3070 30 DUNCAN AVE E CHARLES ST FRASER CRT 11.5 73 42 8801091 3070 40 DUNCAN AVE E FRASER CRT RIDGEDALE AVE 11.5 334 192 4,029483 3090 10 DUNCAN AVE W HWY 97 HASTINGS PL 13.3 329 218 4,586482 3090 20 DUNCAN AVE W HASTINGS PL MOOSEJAW ST 13.8 98 67 1,414

9 3100 10 DUNCAN AVE W MOOSEJAW ST FAIRVIEW RD 13.7 632 432 9,082329 3110 10 DUNCAN AVE W FAIRVIEW RD ABEL ST 13.3 82 55 1,150613 3110 20 DUNCAN AVE W ABEL ST BAKER ST 11.3 91 52 1,086115 3110 30 DUNCAN AVE W BAKER ST ATKINSON ST 14.7 89 66 1,38075 3120 10 DUNCAN AVE W ATKINSON ST MAIN ST 13.6 252 172 3,602

235 3140 10 DUNCAN PL SE END DUNCAN AVE E 8.8 35 16 32614 3150 10 DYNES AVE RIVERSIDE DR SYDNEY ST 7.3 207 76 1,594406 3150 20 DYNES AVE SYDNEY ST ALBERNI ST 7.1 165 59 1,23027 3150 30 DYNES AVE ALBERNI ST POWER ST 7.1 84 30 623

582 3170 10 ECKHARDT AVE E MAIN ST ELLIS ST 11.6 87 50 1,059583 3170 20 ECKHARDT AVE E ELLIS ST VAN HORNE AVE 11.5 85 49 1,027584 3170 30 ECKHARDT AVE E VAN HORNE AVE BRAID ST 11.5 86 49 1,032320 3170 40 ECKHARDT AVE E BRAID ST PAPINEAU ST 11.5 85 49 1,029763 3170 50 ECKHARDT AVE E PAPINEAU ST GAHAN AVE 11.5 25 14 299770 3170 60 ECKHARDT AVE E GAHAN AVE BURNS ST 11.5 62 36 749761 3170 70 ECKHARDT AVE E BURNS ST HAYWOOD ST 11.5 58 33 696762 3170 80 ECKHARDT AVE E HAYWOOD ST GOVERNMENT ST 11.5 114 65 1,370319 3180 10 ECKHARDT AVE E GOVERNMENT ST ONTARIO ST 12.5 47 30 622318 3190 10 ECKHARDT AVE E ONTARIO ST PICKERING ST 13.7 46 31 657185 3200 10 ECKHARDT AVE E PICKERING ST CREEKSIDE RD 10.0 70 35 732322 3220 10 ECKHARDT AVE W HWY 97 ORCHARD AVE 12.1 139 84 1,772473 3220 20 ECKHARDT AVE W ORCHARD AVE CARIBOU ST 10.9 36 20 417474 3220 30 ECKHARDT AVE W CARIBOU ST PACIFIC CRES 10.9 31 17 352467 3220 40 ECKHARDT AVE W PACIFIC CRES YOUNG ST 13.5 161 108 2,278468 3220 50 ECKHARDT AVE W YOUNG ST MOOSEJAW ST 13.5 51 34 722321 3220 60 ECKHARDT AVE W MOOSEJAW ST LATIMER ST 10.6 129 69 1,440565 3220 70 ECKHARDT AVE W LATIMER ST VICTORIA DR 10.6 154 81 1,710

1120 3220 80 ECKHARDT AVE W VICTORIA DR ARGYLE ST 11.0 28 15 3241119 3220 90 ECKHARDT AVE W ARGYLE ST WINNIPEG ST 10.5 84 44 928569 3220 100 ECKHARDT AVE W WINNIPEG ST AIN ST MARTIN ST INTERCHAN 13.1 129 85 1,775581 3230 10 ECKHARDT AVE W AIN ST MARTIN ST INTERCHAN MAIN ST 13.1 87 57 1,194969 3250 10 EDGEWOOD DR DUNCAN AVE E KILLARNEY ST 10.1 70 35 740

Project Summary

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2590 2590 - DUNANT CRES 105 960 58 Fair 2 52600 2600 - DUNANT PL 127 1,197 73 V Good 2 52610 2610 - DUNCAN AVE E 588 6,985 80 V Good 3 22610 2610 - DUNCAN AVE E 588 6,985 80 V Good 3 22610 2610 - DUNCAN AVE E 588 6,985 80 V Good 3 22610 2610 - DUNCAN AVE E 588 6,985 80 V Good 3 22620 2620 - DUNCAN AVE E 281 3,342 74 V Good 3 32620 2620 - DUNCAN AVE E 281 3,342 74 V Good 3 32620 2620 - DUNCAN AVE E 281 3,342 74 V Good 3 32630 2630 - DUNCAN AVE E 461 5,473 76 V Good 3 32630 2630 - DUNCAN AVE E 461 5,473 76 V Good 3 32630 2630 - DUNCAN AVE E 461 5,473 76 V Good 3 32640 2640 - DUNCAN AVE E 649 7,701 72 V Good 3 32640 2640 - DUNCAN AVE E 649 7,701 72 V Good 3 32650 2650 - DUNCAN AVE E 115 1,188 73 V Good 2 32660 2660 - DUNCAN AVE E 866 10,153 65 Good 2 52660 2660 - DUNCAN AVE E 866 10,153 65 Good 2 52660 2660 - DUNCAN AVE E 866 10,153 65 Good 2 52660 2660 - DUNCAN AVE E 866 10,153 65 Good 2 52670 2670 - DUNCAN AVE W 426 6,000 90 Excellent 3 22670 2670 - DUNCAN AVE W 426 6,000 90 Excellent 3 22680 2680 - DUNCAN AVE W 632 9,082 71 V Good 3 22690 2690 - DUNCAN AVE W 263 3,615 74 V Good 3 22690 2690 - DUNCAN AVE W 263 3,615 74 V Good 3 22690 2690 - DUNCAN AVE W 263 3,615 74 V Good 3 22700 2700 - DUNCAN AVE W 252 3,602 56 Fair 2 22710 2710 - DUNCAN PL 35 326 47 Marginal 1 52720 2720 - DYNES AVE 456 3,447 81 V Good 2 52720 2720 - DYNES AVE 456 3,447 81 V Good 2 52720 2720 - DYNES AVE 456 3,447 81 V Good 2 52730 2730 - ECKHARDT AVE E 343 4,147 61 Good 3 12730 2730 - ECKHARDT AVE E 343 4,147 61 Good 3 12730 2730 - ECKHARDT AVE E 343 4,147 61 Good 3 12730 2730 - ECKHARDT AVE E 343 4,147 61 Good 3 12740 2740 - ECKHARDT AVE E 258 3,113 72 V Good 3 12740 2740 - ECKHARDT AVE E 258 3,113 72 V Good 3 12740 2740 - ECKHARDT AVE E 258 3,113 72 V Good 3 12740 2740 - ECKHARDT AVE E 258 3,113 72 V Good 3 12750 2750 - ECKHARDT AVE E 47 622 61 Good 3 22760 2760 - ECKHARDT AVE E 46 657 59 Fair 3 32770 2770 - ECKHARDT AVE E 70 732 73 V Good 2 52780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12780 2780 - ECKHARDT AVE W 813 9,941 78 V Good 3 12790 2790 - ECKHARDT AVE W 129 1,775 60 Fair 3 12800 2800 - ECKHARDT AVE W 87 1,194 65 Good 3 12810 2810 - EDGEWOOD DR 605 6,916 79 V Good 3 3

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 13 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

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Blo

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umbe

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970 3250 20 EDGEWOOD DR KILLARNEY ST KILWINNING ST 10.4 99 51 1,080 81 87 86 84 Strng V Good 16 3 1.9 10.0 9.6 9.5 10.0 9.3 10.0 9.1 10.0 10.0971 3250 30 EDGEWOOD DR KILWINNING ST KENSINGTON ST 10.4 101 52 1,100 85 80 71 80 Mod V Good 11 3 2.4 10.0 9.6 10.0 10.0 9.2 10.0 9.0 10.0 10.0972 3250 40 EDGEWOOD DR KENSINGTON ST MUNICIPAL AVE 10.4 117 61 1,278 83 84 84 84 Strng V Good 11 6 2.1 9.7 9.2 10.0 10.0 9.3 10.0 9.4 10.0 10.0973 3250 50 EDGEWOOD DR MUNICIPAL AVE MATSON AVE 11.9 102 61 1,274 81 76 80 79 Strng V Good 10 9 2.7 10.0 9.0 9.5 9.9 9.4 10.0 9.7 10.0 10.0968 3250 60 EDGEWOOD DR MATSON AVE PENTICTON AVE 11.9 116 69 1,445 80 61 69 73 Mod V Good 11 9 4.5 10.0 9.6 9.2 9.4 10.0 10.0 9.7 9.8 10.0781 3270 10 EDMONTON AVE MAIN ST MANITOBA ST 10.7 302 162 3,397 83 64 60 77 Mod V Good 8 9 5.6 10.0 9.0 10.0 10.0 9.6 10.0 9.2 9.8 10.0143 3270 20 EDMONTON AVE MANITOBA ST GOVERNMENT ST 10.7 285 152 3,199 93 79 60 88 Mod Excellent 4 4 4.4 10.0 9.7 10.0 10.0 9.1 10.0 10.0 9.8 10.0802 3280 10 EDNA AVE MAIN ST MANITOBA ST 10.2 301 154 3,224 93 79 60 88 Mod Excellent 7 0 2.9 9.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0607 3280 20 EDNA AVE MANITOBA ST GOVERNMENT ST 10.2 285 145 3,054 99 90 60 96 Mod Excellent 1 0 2.6 10.0 10.0 10.0 10.0 9.8 10.0 10.0 10.0 10.0549 3300 10 ELLIS ST ECKHARDT AVE E WHITE AVE E 11.1 159 88 1,851 79 60 60 73 Mod V Good 15 6 6.9 10.0 9.6 9.2 9.8 10.0 10.0 9.2 9.8 10.0544 3300 20 ELLIS ST WHITE AVE E PADMORE AVE E 11.1 164 91 1,916 81 62 60 75 Mod V Good 13 6 6.1 10.0 9.5 10.0 10.0 10.0 10.0 8.3 9.7 10.0545 3300 30 ELLIS ST PADMORE AVE E WADE AVE E 11.1 159 88 1,849 83 64 60 76 Mod V Good 14 4 7.4 10.0 9.7 8.8 10.0 10.0 10.0 9.8 9.7 10.0515 3310 10 ELLIS ST WADE AVE E NANAIMO AVE E 12.4 189 117 2,458 81 63 81 77 Strng V Good 16 3 4.7 10.0 9.8 9.3 10.0 9.6 10.0 9.2 9.8 10.0518 3310 20 ELLIS ST NANAIMO AVE E WESTMINSTER AVE E 11.8 177 104 2,189 71 49 71 65 Mod Good 23 6 5.7 9.5 9.3 9.0 10.0 9.7 10.0 9.2 9.9 10.0163 3320 10 ELLIS ST WESTMINSTER AVE E VANCOUVER AVE 11.8 273 161 3,387 74 53 60 66 Mod Good 18 8 5.2 9.4 9.2 9.6 9.9 9.8 10.0 9.1 9.8 10.0700 3340 10 ELM AVE PARKVIEW ST CYPRESS AVE 11.3 385 218 4,574 90 76 60 86 Mod Excellent 3 7 2.6 10.0 9.2 10.0 10.0 9.9 10.0 9.7 10.0 10.0881 3350 10 ERAUT ST GREEN AVE W DAUPHIN AVE 11.4 326 186 3,907 92 75 60 86 Mod Excellent 6 2 3.7 10.0 9.8 10.0 9.9 10.0 10.0 9.2 10.0 10.0169 3370 10 ESTABROOK AVE WINNIPEG ST MARTIN ST 9.9 129 64 1,340 94 83 60 90 Mod Excellent 4 1 4.4 10.0 10.0 10.0 10.0 9.1 10.0 10.0 9.7 10.0364 3390 10 EVANS AVE LOCHORE RD NARAMATA RD 4.7 382 90 1,881 94 82 60 90 Mod Excellent 2 4 2.5 10.0 9.5 10.0 10.0 9.5 10.0 10.0 10.0 10.0244 3410 10 EVERGREEN CRES EVERGREEN DR EVERGREEN DR 9.7 256 124 2,610 94 81 60 89 Mod Excellent 5 1 4.4 10.0 10.0 10.0 10.0 9.6 10.0 9.6 9.7 10.0

1045 3430 10 EVERGREEN DR SOUTH END PENROSE CRT 11.6 46 26 555 84 66 83 79 Strng V Good 15 1 3.9 10.0 9.9 9.0 10.0 8.9 10.0 10.0 10.0 10.0243 3430 20 EVERGREEN DR PENROSE CRT PARTRIDGE DR 12.0 311 187 3,923 85 66 82 80 Strng V Good 8 6 3.6 10.0 9.7 9.7 9.5 9.7 10.0 9.5 10.0 10.0242 3440 10 EVERGREEN DR PARTRIDGE DR BARTON CRT 12.2 149 91 1,909 85 66 81 79 Strng V Good 8 7 5.0 10.0 9.9 9.5 9.3 10.0 10.0 9.7 9.8 10.0

1044 3440 20 EVERGREEN DR BARTON CRT PINEVIEW RD 11.9 145 86 1,806 84 66 80 79 Strng V Good 5 10 5.5 10.0 9.3 9.8 9.6 10.0 10.0 9.6 9.8 10.0245 3450 10 EVERGREEN DR PINEVIEW RD NE END 11.6 56 32 681 97 87 85 91 Strng Excellent 2 2 4.1 10.0 10.0 10.0 10.0 9.6 10.0 10.0 9.7 10.01114 3460 10 EVERGREEN DR SOUTH END BALSAM AVE 12.2 167 102 2,136 94 83 86 89 Strng Excellent 4 2 4.1 10.0 10.0 9.7 10.0 10.0 10.0 9.9 9.8 10.01113 3460 20 EVERGREEN DR BALSAM AVE EVERGREEN CRES 12.2 98 60 1,255 89 70 78 82 Strng V Good 10 0 4.0 10.0 9.9 9.4 10.0 10.0 10.0 9.4 10.0 10.01112 3460 30 EVERGREEN DR EVERGREEN CRES EVERGREEN CRES 12.2 106 65 1,362 90 70 86 84 Strng V Good 8 3 3.2 10.0 9.7 10.0 10.0 9.5 10.0 9.3 10.0 10.01111 3460 40 EVERGREEN DR EVERGREEN CRES REDWOOD RD 11.9 111 66 1,380 90 70 80 82 Strng V Good 7 3 5.1 10.0 9.8 10.0 10.0 9.9 10.0 9.2 9.7 10.0241 3460 50 EVERGREEN DR REDWOOD RD WILTSE BLVD 11.9 341 203 4,260 93 78 74 84 Mod V Good 6 2 3.8 9.8 9.8 9.7 10.0 10.0 10.0 9.9 10.0 10.0112 3480 10 FAIRFORD DR OKANAGAN AVE W INDUSTRIAL AVE W 6.3 282 89 1,867 62 32 60 52 Mod Fair 36 2 10.7 10.0 10.0 8.2 9.9 8.4 10.0 8.9 9.8 9.9616 3490 10 FAIRFORD DR SOUTH END NESBITT CRES 7.7 45 18 368 88 69 60 82 Mod V Good 0 12 6.3 10.0 9.7 10.0 9.0 10.0 10.0 10.0 9.7 10.0

10616 3490 20 FAIRFORD DR NESBITT CRES NESBITT CRES 8.0 79 32 663 87 68 60 81 Mod V Good 2 11 4.5 10.0 9.8 10.0 9.0 9.7 10.0 10.0 9.8 10.0617 3490 30 FAIRFORD DR NESBITT CRES HUTH AVE 7.7 70 27 565 82 64 60 76 Mod V Good 16 1 10.2 10.0 10.0 9.3 10.0 7.8 10.0 10.0 9.8 10.0492 3510 10 FAIRVIEW PL INDUSTRIAL AVE W NW END 11.4 36 20 427 80 61 37 65 Weak Good 14 6 11.6 9.2 9.5 9.4 9.9 10.0 10.0 10.0 9.8 10.0106 3520 10 FAIRVIEW RD HWY 97 INDUSTRIAL AVE W 19.9 175 175 3,667 92 76 63 81 Mod V Good 4 4 4.8 10.0 9.8 10.0 9.9 10.0 9.8 9.6 9.7 10.0491 3530 10 FAIRVIEW RD INDUSTRIAL AVE W HUTH AVE 12.8 136 87 1,829 62 48 42 54 Weak Fair 28 10 5.9 8.1 8.9 9.7 10.0 8.7 10.0 9.8 9.8 10.0107 3530 20 FAIRVIEW RD HUTH AVE WATERLOO AVE 12.8 124 79 1,666 76 56 58 67 Mod Good 21 2 5.8 9.0 9.8 10.0 10.0 8.7 10.0 9.2 9.8 10.0345 3530 30 FAIRVIEW RD WATERLOO AVE GRANBY AVE 12.8 37 24 499 79 60 47 66 Mod Good 20 1 4.3 10.0 10.0 9.2 10.0 9.4 10.0 8.9 9.8 10.0612 3530 40 FAIRVIEW RD GRANBY AVE DUNCAN AVE W 12.8 117 75 1,567 74 55 69 68 Mod Good 25 1 4.8 8.3 10.0 10.0 10.0 9.5 10.0 9.1 9.8 10.01115 3540 10 FAIRVIEW RD DUNCAN AVE W HASTINGS AVE 12.8 137 88 1,840 81 62 76 75 Strng V Good 15 4 4.5 9.1 9.7 10.0 10.0 9.6 10.0 9.3 9.8 10.0604 3540 20 FAIRVIEW RD HASTINGS AVE COSSAR AVE 12.8 35 22 465 78 62 78 74 Strng V Good 19 3 3.9 9.4 9.6 9.3 10.0 10.0 10.0 9.3 10.0 10.0603 3540 30 FAIRVIEW RD COSSAR AVE DOUGLAS AVE 12.8 66 42 886 83 85 68 80 Mod V Good 16 0 2.1 10.0 10.0 9.3 10.0 9.7 10.0 9.0 10.0 10.0602 3540 40 FAIRVIEW RD DOUGLAS AVE CALGARY AVE 12.8 59 38 798 56 53 65 58 Mod Fair 37 7 5.1 7.6 9.4 9.4 9.8 9.8 10.0 9.1 9.9 10.0600 3540 50 FAIRVIEW RD CALGARY AVE CONKLIN AVE 12.8 62 39 827 75 68 80 75 Strng V Good 19 6 3.4 10.0 9.5 9.3 9.8 9.5 9.8 8.9 10.0 10.0597 3540 60 FAIRVIEW RD CONKLIN AVE REGINA AVE 12.8 70 45 944 81 82 82 81 Strng V Good 18 0 2.2 10.0 9.9 9.2 10.0 9.5 10.0 9.0 10.0 10.0591 3540 70 FAIRVIEW RD REGINA AVE WINDSOR AVE 12.8 75 48 1,014 81 69 82 78 Strng V Good 19 1 3.2 10.0 10.0 9.4 9.9 9.6 10.0 8.6 10.0 10.0590 3540 80 FAIRVIEW RD WINDSOR AVE PRESTON AVE 12.8 49 32 662 56 61 82 64 Strng Good 38 6 4.1 7.9 9.4 9.2 10.0 9.5 10.0 9.0 9.8 10.0589 3540 90 FAIRVIEW RD PRESTON AVE SCOTT AVE 12.8 110 71 1,485 52 53 79 59 Strng Fair 33 15 5.0 8.6 8.2 8.8 10.0 9.7 10.0 9.2 9.9 10.0575 3550 10 FAIRVIEW RD SCOTT AVE MARTIN ST 10.6 235 125 2,615 74 59 80 72 Strng V Good 15 11 4.3 9.2 8.8 9.8 10.0 9.6 10.0 9.8 9.8 9.9576 3560 10 FAIRVIEW RD MARTIN ST AIN ST MARTIN ST INTERCHAN 5.2 114 30 624 77 71 82 77 Strng V Good 16 8 3.0 9.5 9.0 9.4 10.0 10.0 10.0 9.4 10.0 10.0577 3570 10 FAIRVIEW RD AIN ST MARTIN ST INTERCHAN MAIN ST 4.8 64 15 322 78 58 68 71 Mod V Good 21 1 6.5 7.8 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0460 3590 10 FAIRWAY AVE OAKVILLE ST HWY 97 8.9 152 68 1,420 82 63 60 76 Mod V Good 11 7 4.3 9.9 10.0 9.2 9.2 9.6 10.0 10.0 9.8 10.0

Page 63: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 14 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

970 3250 20 EDGEWOOD DR KILLARNEY ST KILWINNING ST 10.4 99 51 1,080971 3250 30 EDGEWOOD DR KILWINNING ST KENSINGTON ST 10.4 101 52 1,100972 3250 40 EDGEWOOD DR KENSINGTON ST MUNICIPAL AVE 10.4 117 61 1,278973 3250 50 EDGEWOOD DR MUNICIPAL AVE MATSON AVE 11.9 102 61 1,274968 3250 60 EDGEWOOD DR MATSON AVE PENTICTON AVE 11.9 116 69 1,445781 3270 10 EDMONTON AVE MAIN ST MANITOBA ST 10.7 302 162 3,397143 3270 20 EDMONTON AVE MANITOBA ST GOVERNMENT ST 10.7 285 152 3,199802 3280 10 EDNA AVE MAIN ST MANITOBA ST 10.2 301 154 3,224607 3280 20 EDNA AVE MANITOBA ST GOVERNMENT ST 10.2 285 145 3,054549 3300 10 ELLIS ST ECKHARDT AVE E WHITE AVE E 11.1 159 88 1,851544 3300 20 ELLIS ST WHITE AVE E PADMORE AVE E 11.1 164 91 1,916545 3300 30 ELLIS ST PADMORE AVE E WADE AVE E 11.1 159 88 1,849515 3310 10 ELLIS ST WADE AVE E NANAIMO AVE E 12.4 189 117 2,458518 3310 20 ELLIS ST NANAIMO AVE E WESTMINSTER AVE E 11.8 177 104 2,189163 3320 10 ELLIS ST WESTMINSTER AVE E VANCOUVER AVE 11.8 273 161 3,387700 3340 10 ELM AVE PARKVIEW ST CYPRESS AVE 11.3 385 218 4,574881 3350 10 ERAUT ST GREEN AVE W DAUPHIN AVE 11.4 326 186 3,907169 3370 10 ESTABROOK AVE WINNIPEG ST MARTIN ST 9.9 129 64 1,340364 3390 10 EVANS AVE LOCHORE RD NARAMATA RD 4.7 382 90 1,881244 3410 10 EVERGREEN CRES EVERGREEN DR EVERGREEN DR 9.7 256 124 2,610

1045 3430 10 EVERGREEN DR SOUTH END PENROSE CRT 11.6 46 26 555243 3430 20 EVERGREEN DR PENROSE CRT PARTRIDGE DR 12.0 311 187 3,923242 3440 10 EVERGREEN DR PARTRIDGE DR BARTON CRT 12.2 149 91 1,909

1044 3440 20 EVERGREEN DR BARTON CRT PINEVIEW RD 11.9 145 86 1,806245 3450 10 EVERGREEN DR PINEVIEW RD NE END 11.6 56 32 681

1114 3460 10 EVERGREEN DR SOUTH END BALSAM AVE 12.2 167 102 2,1361113 3460 20 EVERGREEN DR BALSAM AVE EVERGREEN CRES 12.2 98 60 1,2551112 3460 30 EVERGREEN DR EVERGREEN CRES EVERGREEN CRES 12.2 106 65 1,3621111 3460 40 EVERGREEN DR EVERGREEN CRES REDWOOD RD 11.9 111 66 1,380241 3460 50 EVERGREEN DR REDWOOD RD WILTSE BLVD 11.9 341 203 4,260112 3480 10 FAIRFORD DR OKANAGAN AVE W INDUSTRIAL AVE W 6.3 282 89 1,867616 3490 10 FAIRFORD DR SOUTH END NESBITT CRES 7.7 45 18 368

10616 3490 20 FAIRFORD DR NESBITT CRES NESBITT CRES 8.0 79 32 663617 3490 30 FAIRFORD DR NESBITT CRES HUTH AVE 7.7 70 27 565492 3510 10 FAIRVIEW PL INDUSTRIAL AVE W NW END 11.4 36 20 427106 3520 10 FAIRVIEW RD HWY 97 INDUSTRIAL AVE W 19.9 175 175 3,667491 3530 10 FAIRVIEW RD INDUSTRIAL AVE W HUTH AVE 12.8 136 87 1,829107 3530 20 FAIRVIEW RD HUTH AVE WATERLOO AVE 12.8 124 79 1,666345 3530 30 FAIRVIEW RD WATERLOO AVE GRANBY AVE 12.8 37 24 499612 3530 40 FAIRVIEW RD GRANBY AVE DUNCAN AVE W 12.8 117 75 1,567

1115 3540 10 FAIRVIEW RD DUNCAN AVE W HASTINGS AVE 12.8 137 88 1,840604 3540 20 FAIRVIEW RD HASTINGS AVE COSSAR AVE 12.8 35 22 465603 3540 30 FAIRVIEW RD COSSAR AVE DOUGLAS AVE 12.8 66 42 886602 3540 40 FAIRVIEW RD DOUGLAS AVE CALGARY AVE 12.8 59 38 798600 3540 50 FAIRVIEW RD CALGARY AVE CONKLIN AVE 12.8 62 39 827597 3540 60 FAIRVIEW RD CONKLIN AVE REGINA AVE 12.8 70 45 944591 3540 70 FAIRVIEW RD REGINA AVE WINDSOR AVE 12.8 75 48 1,014590 3540 80 FAIRVIEW RD WINDSOR AVE PRESTON AVE 12.8 49 32 662589 3540 90 FAIRVIEW RD PRESTON AVE SCOTT AVE 12.8 110 71 1,485575 3550 10 FAIRVIEW RD SCOTT AVE MARTIN ST 10.6 235 125 2,615576 3560 10 FAIRVIEW RD MARTIN ST AIN ST MARTIN ST INTERCHAN 5.2 114 30 624577 3570 10 FAIRVIEW RD AIN ST MARTIN ST INTERCHAN MAIN ST 4.8 64 15 322460 3590 10 FAIRWAY AVE OAKVILLE ST HWY 97 8.9 152 68 1,420

Project Summary

Proj

ect I

D

Proj

ect D

escr

iptio

n

Proj

ect L

engt

h (m

)

Proj

ect A

rea

(m2)

Proj

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nt P

CI

Proj

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ondi

tion

Rat

ing

Proj

ect S

tren

gth

Cod

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2810 2810 - EDGEWOOD DR 605 6,916 79 V Good 3 32810 2810 - EDGEWOOD DR 605 6,916 79 V Good 3 32810 2810 - EDGEWOOD DR 605 6,916 79 V Good 3 32810 2810 - EDGEWOOD DR 605 6,916 79 V Good 3 32810 2810 - EDGEWOOD DR 605 6,916 79 V Good 3 32820 2820 - EDMONTON AVE 587 6,596 82 V Good 2 52820 2820 - EDMONTON AVE 587 6,596 82 V Good 2 52830 2830 - EDNA AVE 586 6,278 92 Excellent 2 52830 2830 - EDNA AVE 586 6,278 92 Excellent 2 52840 2840 - ELLIS ST 482 5,616 74 V Good 2 22840 2840 - ELLIS ST 482 5,616 74 V Good 2 22840 2840 - ELLIS ST 482 5,616 74 V Good 2 22850 2850 - ELLIS ST 365 4,646 71 V Good 3 22850 2850 - ELLIS ST 365 4,646 71 V Good 3 22860 2860 - ELLIS ST 273 3,387 65 Good 2 22870 2870 - ELM AVE 385 4,574 85 Excellent 2 52880 2880 - ERAUT ST 326 3,907 86 Excellent 2 52890 2890 - ESTABROOK AVE 129 1,340 90 Excellent 2 22900 2900 - EVANS AVE 382 1,881 90 Excellent 2 62910 2910 - EVERGREEN CRES 256 2,610 89 Excellent 2 52920 2920 - EVERGREEN DR 357 4,478 79 V Good 3 32920 2920 - EVERGREEN DR 357 4,478 79 V Good 3 32930 2930 - EVERGREEN DR 294 3,714 79 V Good 3 32930 2930 - EVERGREEN DR 294 3,714 79 V Good 3 32940 2940 - EVERGREEN DR 56 681 91 Excellent 3 32950 2950 - EVERGREEN DR 823 10,393 84 V Good 3 32950 2950 - EVERGREEN DR 823 10,393 84 V Good 3 32950 2950 - EVERGREEN DR 823 10,393 84 V Good 3 32950 2950 - EVERGREEN DR 823 10,393 84 V Good 3 32950 2950 - EVERGREEN DR 823 10,393 84 V Good 3 32960 2960 - FAIRFORD DR 282 1,867 52 Fair 2 52970 2970 - FAIRFORD DR 194 1,596 79 V Good 2 52970 2970 - FAIRFORD DR 194 1,596 79 V Good 2 52970 2970 - FAIRFORD DR 194 1,596 79 V Good 2 52980 2980 - FAIRVIEW PL 36 427 64 Good 1 22990 2990 - FAIRVIEW RD 175 3,667 80 V Good 2 23000 3000 - FAIRVIEW RD 414 5,561 62 Good 2 23000 3000 - FAIRVIEW RD 414 5,561 62 Good 2 23000 3000 - FAIRVIEW RD 414 5,561 62 Good 2 23000 3000 - FAIRVIEW RD 414 5,561 62 Good 2 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23010 3010 - FAIRVIEW RD 664 8,921 71 V Good 3 23020 3020 - FAIRVIEW RD 235 2,615 71 V Good 3 23030 3030 - FAIRVIEW RD 114 624 76 V Good 3 23040 3040 - FAIRVIEW RD 64 322 70 V Good 2 23050 3050 - FAIRWAY AVE 152 1,420 76 V Good 2 5

Page 64: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 15 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

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From

Str

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To S

tree

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Pave

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Dis

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(SD

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s

672 3600 10 FALCON CRT NW END NICHOLSON ST 8.2 55 23 476 86 67 60 80 Mod V Good 5 9 7.2 10.0 9.9 9.5 9.1 10.0 10.0 10.0 9.8 10.0725 3610 10 FARRELL ST JOHNSON RD NANAIMO AVE E 13.2 118 78 1,629 75 54 60 68 Mod Good 16 9 12.1 9.4 9.8 9.1 9.2 10.0 10.0 10.0 9.8 9.9746 3610 20 FARRELL ST NANAIMO AVE E WESTMINSTER AVE E 9.5 178 85 1,779 74 53 60 67 Mod Good 24 2 7.1 9.2 10.0 8.9 9.9 9.7 10.0 9.4 9.8 10.0914 3620 10 FINNERTY RD SOUTH END FINNERTY RD 12.3 118 73 1,528 76 56 60 70 Mod Good 18 5 7.1 9.3 9.9 9.4 9.6 9.1 10.0 9.7 9.9 10.053 3620 20 FINNERTY RD FINNERTY RD BRANTFORD AVE 10.2 431 220 4,617 81 62 60 75 Mod V Good 7 12 4.1 10.0 9.9 10.0 8.8 9.0 10.0 9.7 9.8 10.052 3630 10 FINNERTY RD LAKESIDE RD FINNERTY RD 9.9 55 27 575 80 61 60 74 Mod V Good 9 10 6.4 10.0 9.0 9.1 9.9 10.0 10.0 10.0 9.8 10.0

290 3650 10 FLEET RD MIDLAND RD NARAMATA RD 4.5 331 75 1,569 77 58 60 71 Mod V Good 21 1 6.4 9.8 10.0 8.9 10.0 9.3 10.0 9.3 9.8 10.0779 3670 10 FORESTBROOK DR WEST END MANITOBA ST 11.1 91 50 1,055 93 79 60 88 Mod Excellent 0 7 4.8 10.0 9.7 10.0 9.6 10.0 10.0 10.0 9.8 10.0775 3670 20 FORESTBROOK DR MANITOBA ST GOVERNMENT ST 10.3 286 148 3,098 91 75 60 86 Mod Excellent 1 7 5.2 10.0 9.3 10.0 10.0 9.9 10.0 9.9 9.7 10.0783 3680 10 FORESTBROOK DR GOVERNMENT ST KING ST 11.2 67 38 792 79 60 80 75 Strng V Good 9 12 9.2 10.0 8.9 9.5 9.7 9.7 10.0 9.6 9.8 10.0782 3680 20 FORESTBROOK DR KING ST ONTARIO ST 11.2 65 36 763 66 60 80 68 Strng Good 11 22 4.2 10.0 7.9 9.4 9.4 9.5 10.0 9.6 9.9 10.0785 3680 30 FORESTBROOK DR ONTARIO ST KILLARNEY ST 11.2 46 26 538 61 52 73 62 Mod Good 13 26 5.2 10.0 7.3 9.4 9.5 9.4 10.0 9.5 9.9 10.0787 3680 40 FORESTBROOK DR KILLARNEY ST KILWINNING ST 11.2 95 53 1,117 49 41 83 56 Strng Fair 20 30 7.3 9.1 7.4 9.4 8.9 9.5 10.0 9.6 9.9 10.0794 3680 50 FORESTBROOK DR KILWINNING ST BROOKS PL 11.2 148 83 1,735 76 56 60 67 Mod Good 8 16 6.8 10.0 8.8 9.8 9.3 9.5 10.0 9.5 9.9 10.0949 3680 60 FORESTBROOK DR BROOKS PL JAMES ST 11.2 87 49 1,024 83 64 63 73 Mod V Good 7 10 6.0 10.0 8.9 10.0 10.0 9.4 10.0 9.5 9.8 10.0950 3680 70 FORESTBROOK DR JAMES ST ORILLIA ST 9.2 116 54 1,126 80 61 60 70 Mod V Good 12 7 5.4 10.0 9.2 9.5 10.0 9.4 10.0 9.4 9.9 10.0946 3680 80 FORESTBROOK DR ORILLIA ST HULL ST 9.2 101 46 973 80 61 72 73 Mod V Good 15 6 4.0 10.0 9.4 9.2 10.0 8.9 10.0 9.7 9.8 10.0264 3680 90 FORESTBROOK DR HULL ST FORESTBROOK PL 9.2 165 76 1,595 89 69 83 82 Strng V Good 10 1 4.1 10.0 10.0 10.0 10.0 8.5 10.0 9.6 9.8 10.0945 3700 10 FORESTBROOK PL FORESTBROOK DR NORTH END 11.0 82 45 948 42 11 60 32 Mod Poor 51 7 16.9 6.9 9.8 7.9 9.4 10.0 10.0 10.0 9.8 10.0313 3710 10 FRASER CRT SE END DUNCAN AVE E 15.2 28 21 442 79 70 60 76 Mod V Good 16 4 3.1 10.0 9.6 8.9 10.0 10.0 10.0 9.4 9.8 10.0510 3730 20 FRONT ST BACKSTREET BLVD VETERANS WAY 12.2 111 68 1,418 69 58 92 72 Strng V Good 27 3 4.4 7.6 9.8 9.7 10.0 10.0 10.0 9.8 9.8 10.0508 3730 30 FRONT ST VETERANS WAY LAKESHORE DR E 12.2 130 79 1,660 69 56 96 72 Strng V Good 20 11 4.7 8.3 8.8 9.7 10.0 10.0 9.8 9.9 9.8 10.0507 3730 40 FRONT ST LAKESHORE DR E ELLIS ST 10.1 82 41 867 63 36 77 60 Strng Fair 27 10 8.3 8.6 8.9 9.0 10.0 9.7 10.0 9.7 9.8 10.0176 3750 10 GAHAN AVE ECKHARDT AVE E BIRD ST 6.5 230 75 1,571 73 52 60 66 Mod Good 24 3 13.4 9.1 9.8 9.1 10.0 9.3 10.0 9.7 9.8 9.9773 3750 20 GAHAN AVE BIRD ST GOVERNMENT ST 8.9 79 35 736 82 63 60 75 Mod V Good 14 4 7.4 10.0 9.7 8.7 10.0 10.0 10.0 10.0 9.7 9.8387 3770 10 GALT AVE SKAHA LAKE RD SOUTH MAIN ST 8.8 247 109 2,285 71 49 80 68 Strng Good 21 8 6.0 9.9 9.1 9.0 10.0 8.8 9.9 9.6 9.9 9.9133 3790 10 GARDNER CRT SOUTH END GARDNER CRT 13.1 54 35 741 81 62 60 75 Mod V Good 9 10 7.4 10.0 9.9 9.3 9.0 9.7 10.0 9.9 9.8 10.0896 3790 20 GARDNER CRT GARDNER CRT NORTH END 14.2 42 30 625 85 66 60 79 Mod V Good 3 12 8.4 10.0 9.6 10.0 9.0 10.0 10.0 9.7 9.7 10.0134 3790 30 GARDNER CRT GARDNER CRT GARDNER CRT 9.9 61 30 635 86 67 60 80 Mod V Good 0 14 5.2 10.0 9.8 10.0 8.5 10.0 10.0 10.0 9.8 10.0897 3800 10 GARDNER CRT PINEVIEW RD GARDNER CRT 8.8 104 46 964 82 63 60 76 Mod V Good 8 10 3.8 10.0 9.8 9.4 8.9 9.7 10.0 9.9 10.0 10.0135 3800 20 GARDNER CRT GARDNER CRT NORTH END 12.7 58 37 782 71 51 60 65 Mod Good 19 10 5.3 10.0 9.9 9.3 9.0 9.8 10.0 8.5 9.9 10.0314 3810 10 GLEN PL RIDGEDALE AVE NE END 9.8 212 104 2,190 89 70 60 83 Mod V Good 9 1 6.4 10.0 10.0 9.7 10.0 9.5 10.0 9.5 9.8 10.0348 3820 10 GORDON PL 102-198 SW END PINEVIEW RD 8.8 122 54 1,129 89 70 60 82 Mod V Good 8 4 3.9 10.0 9.5 9.6 10.0 9.3 10.0 10.0 10.0 10.0873 3840 10 GOVERNMENT ST SOUTH END DAWSON AVE 11.6 347 202 4,235 90 70 60 84 Mod V Good 10 0 3.5 10.0 10.0 9.1 10.0 10.0 9.8 10.0 10.0 10.0863 3850 10 GOVERNMENT ST DAWSON AVE WARREN AVE E 12.9 144 93 1,943 74 52 84 71 Strng V Good 19 8 6.1 10.0 9.6 8.5 9.6 10.0 9.9 9.7 9.8 10.0866 3860 10 GOVERNMENT ST WARREN AVE E CHERRY AVE 12.9 137 88 1,851 64 65 81 68 Strng Good 23 14 3.6 9.3 8.3 8.8 10.0 10.0 9.9 9.5 10.0 10.0869 3860 20 GOVERNMENT ST CHERRY AVE OKANAGAN AVE E 12.9 142 91 1,918 53 71 81 65 Strng Good 31 16 3.0 9.1 8.0 8.5 10.0 9.8 10.0 9.3 10.0 10.0333 3860 30 GOVERNMENT ST OKANAGAN AVE E INDUSTRIAL AVE E 12.9 171 110 2,313 68 59 82 69 Strng Good 19 13 4.2 9.7 8.5 8.9 10.0 10.0 10.0 9.4 9.9 10.0838 3870 10 GOVERNMENT ST INDUSTRIAL AVE E CARMI AVE 13.9 328 228 4,786 66 63 81 69 Strng Good 22 12 3.8 9.0 8.5 9.5 10.0 9.7 10.0 9.4 10.0 9.960 3880 10 GOVERNMENT ST CARMI AVE DUNCAN AVE E 13.6 267 182 3,816 83 69 79 79 Strng V Good 13 3 3.3 9.0 10.0 10.0 9.6 9.6 10.0 10.0 10.0 9.8

327 3890 10 GOVERNMENT ST DUNCAN AVE E MUNICIPAL AVE 13.7 142 97 2,046 84 74 86 82 Strng V Good 9 7 2.8 10.0 10.0 9.4 9.2 9.8 10.0 9.8 10.0 10.0816 3890 20 GOVERNMENT ST MUNICIPAL AVE BENNETT AVE 13.7 90 62 1,296 85 76 82 82 Strng V Good 6 9 2.6 10.0 9.9 10.0 9.0 9.7 10.0 9.4 10.0 10.0805 3890 30 GOVERNMENT ST BENNETT AVE PENTICTON AVE 13.7 87 60 1,253 90 80 86 86 Strng Excellent 2 8 2.3 10.0 10.0 10.0 9.0 9.6 10.0 10.0 10.0 10.0

1126 3900 10 GOVERNMENT ST PENTICTON AVE EDNA AVE 14.0 93 65 1,364 94 83 85 89 Strng Excellent 0 6 2.6 10.0 10.0 10.0 9.3 10.0 10.0 10.0 10.0 10.0800 3900 20 GOVERNMENT ST EDNA AVE NELSON AVE 13.7 96 66 1,385 90 77 77 84 Strng V Good 5 4 2.6 10.0 10.0 9.6 9.5 10.0 10.0 9.9 10.0 10.0776 3900 30 GOVERNMENT ST NELSON AVE EDMONTON AVE 13.7 142 97 2,036 94 85 78 88 Strng Excellent 1 5 2.0 10.0 10.0 10.0 9.4 9.7 10.0 10.0 10.0 10.0777 3900 40 GOVERNMENT ST EDMONTON AVE FORESTBROOK DR 13.7 117 80 1,677 100 90 74 91 Mod Excellent 0 0 2.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0768 3910 10 GOVERNMENT ST FORESTBROOK DR JERMYN AVE 13.7 111 76 1,590 96 86 75 88 Mod Excellent 2 3 2.7 10.0 9.7 10.0 10.0 9.6 10.0 10.0 10.0 10.0769 3920 10 GOVERNMENT ST JERMYN AVE GAHAN AVE 13.7 148 101 2,130 96 86 85 90 Strng Excellent 4 0 2.4 10.0 10.0 10.0 10.0 9.1 10.0 10.0 10.0 10.0181 3920 20 GOVERNMENT ST GAHAN AVE ECKHARDT AVE E 13.7 91 62 1,309 61 68 80 67 Strng Good 38 1 3.4 7.6 9.9 9.3 10.0 9.3 9.1 10.0 10.0 10.0142 3930 10 GOVERNMENT ST ECKHARDT AVE E WHITE AVE E 11.5 178 102 2,150 68 61 86 70 Strng V Good 28 4 4.1 8.1 9.6 10.0 10.0 9.4 9.9 9.2 9.8 10.0767 3930 20 GOVERNMENT ST BURNS ST WHITE AVE E 11.5 171 98 2,063 84 78 81 81 Strng V Good 13 3 2.5 9.2 9.6 10.0 10.0 10.0 10.0 9.4 10.0 10.0757 3930 30 GOVERNMENT ST WADE AVE E BURNS ST 11.5 112 64 1,349 83 68 84 80 Strng V Good 12 4 3.3 9.4 9.5 10.0 10.0 9.6 10.0 9.4 10.0 10.0

Page 65: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 16 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

672 3600 10 FALCON CRT NW END NICHOLSON ST 8.2 55 23 476725 3610 10 FARRELL ST JOHNSON RD NANAIMO AVE E 13.2 118 78 1,629746 3610 20 FARRELL ST NANAIMO AVE E WESTMINSTER AVE E 9.5 178 85 1,779914 3620 10 FINNERTY RD SOUTH END FINNERTY RD 12.3 118 73 1,52853 3620 20 FINNERTY RD FINNERTY RD BRANTFORD AVE 10.2 431 220 4,61752 3630 10 FINNERTY RD LAKESIDE RD FINNERTY RD 9.9 55 27 575

290 3650 10 FLEET RD MIDLAND RD NARAMATA RD 4.5 331 75 1,569779 3670 10 FORESTBROOK DR WEST END MANITOBA ST 11.1 91 50 1,055775 3670 20 FORESTBROOK DR MANITOBA ST GOVERNMENT ST 10.3 286 148 3,098783 3680 10 FORESTBROOK DR GOVERNMENT ST KING ST 11.2 67 38 792782 3680 20 FORESTBROOK DR KING ST ONTARIO ST 11.2 65 36 763785 3680 30 FORESTBROOK DR ONTARIO ST KILLARNEY ST 11.2 46 26 538787 3680 40 FORESTBROOK DR KILLARNEY ST KILWINNING ST 11.2 95 53 1,117794 3680 50 FORESTBROOK DR KILWINNING ST BROOKS PL 11.2 148 83 1,735949 3680 60 FORESTBROOK DR BROOKS PL JAMES ST 11.2 87 49 1,024950 3680 70 FORESTBROOK DR JAMES ST ORILLIA ST 9.2 116 54 1,126946 3680 80 FORESTBROOK DR ORILLIA ST HULL ST 9.2 101 46 973264 3680 90 FORESTBROOK DR HULL ST FORESTBROOK PL 9.2 165 76 1,595945 3700 10 FORESTBROOK PL FORESTBROOK DR NORTH END 11.0 82 45 948313 3710 10 FRASER CRT SE END DUNCAN AVE E 15.2 28 21 442510 3730 20 FRONT ST BACKSTREET BLVD VETERANS WAY 12.2 111 68 1,418508 3730 30 FRONT ST VETERANS WAY LAKESHORE DR E 12.2 130 79 1,660507 3730 40 FRONT ST LAKESHORE DR E ELLIS ST 10.1 82 41 867176 3750 10 GAHAN AVE ECKHARDT AVE E BIRD ST 6.5 230 75 1,571773 3750 20 GAHAN AVE BIRD ST GOVERNMENT ST 8.9 79 35 736387 3770 10 GALT AVE SKAHA LAKE RD SOUTH MAIN ST 8.8 247 109 2,285133 3790 10 GARDNER CRT SOUTH END GARDNER CRT 13.1 54 35 741896 3790 20 GARDNER CRT GARDNER CRT NORTH END 14.2 42 30 625134 3790 30 GARDNER CRT GARDNER CRT GARDNER CRT 9.9 61 30 635897 3800 10 GARDNER CRT PINEVIEW RD GARDNER CRT 8.8 104 46 964135 3800 20 GARDNER CRT GARDNER CRT NORTH END 12.7 58 37 782314 3810 10 GLEN PL RIDGEDALE AVE NE END 9.8 212 104 2,190348 3820 10 GORDON PL 102-198 SW END PINEVIEW RD 8.8 122 54 1,129873 3840 10 GOVERNMENT ST SOUTH END DAWSON AVE 11.6 347 202 4,235863 3850 10 GOVERNMENT ST DAWSON AVE WARREN AVE E 12.9 144 93 1,943866 3860 10 GOVERNMENT ST WARREN AVE E CHERRY AVE 12.9 137 88 1,851869 3860 20 GOVERNMENT ST CHERRY AVE OKANAGAN AVE E 12.9 142 91 1,918333 3860 30 GOVERNMENT ST OKANAGAN AVE E INDUSTRIAL AVE E 12.9 171 110 2,313838 3870 10 GOVERNMENT ST INDUSTRIAL AVE E CARMI AVE 13.9 328 228 4,78660 3880 10 GOVERNMENT ST CARMI AVE DUNCAN AVE E 13.6 267 182 3,816

327 3890 10 GOVERNMENT ST DUNCAN AVE E MUNICIPAL AVE 13.7 142 97 2,046816 3890 20 GOVERNMENT ST MUNICIPAL AVE BENNETT AVE 13.7 90 62 1,296805 3890 30 GOVERNMENT ST BENNETT AVE PENTICTON AVE 13.7 87 60 1,253

1126 3900 10 GOVERNMENT ST PENTICTON AVE EDNA AVE 14.0 93 65 1,364800 3900 20 GOVERNMENT ST EDNA AVE NELSON AVE 13.7 96 66 1,385776 3900 30 GOVERNMENT ST NELSON AVE EDMONTON AVE 13.7 142 97 2,036777 3900 40 GOVERNMENT ST EDMONTON AVE FORESTBROOK DR 13.7 117 80 1,677768 3910 10 GOVERNMENT ST FORESTBROOK DR JERMYN AVE 13.7 111 76 1,590769 3920 10 GOVERNMENT ST JERMYN AVE GAHAN AVE 13.7 148 101 2,130181 3920 20 GOVERNMENT ST GAHAN AVE ECKHARDT AVE E 13.7 91 62 1,309142 3930 10 GOVERNMENT ST ECKHARDT AVE E WHITE AVE E 11.5 178 102 2,150767 3930 20 GOVERNMENT ST BURNS ST WHITE AVE E 11.5 171 98 2,063757 3930 30 GOVERNMENT ST WADE AVE E BURNS ST 11.5 112 64 1,349

Project Summary

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Proj

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)

Proj

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(m2)

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tion

Rat

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tren

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Cod

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3060 3060 - FALCON CRT 55 476 79 V Good 2 53070 3070 - FARRELL ST 296 3,408 67 Good 2 53070 3070 - FARRELL ST 296 3,408 67 Good 2 53080 3080 - FINNERTY RD 549 6,145 73 V Good 2 53080 3080 - FINNERTY RD 549 6,145 73 V Good 2 53090 3090 - FINNERTY RD 55 575 74 V Good 2 53100 3100 - FLEET RD 331 1,569 71 V Good 2 63110 3110 - FORESTBROOK DR 377 4,153 86 Excellent 2 53110 3110 - FORESTBROOK DR 377 4,153 86 Excellent 2 53120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33120 3120 - FORESTBROOK DR 890 9,662 70 V Good 2 33130 3130 - FORESTBROOK PL 82 948 31 Poor 2 53140 3140 - FRASER CRT 28 442 76 V Good 2 53150 3150 - FRONT ST 322 3,944 69 Good 3 33150 3150 - FRONT ST 322 3,944 69 Good 3 33150 3150 - FRONT ST 322 3,944 69 Good 3 33160 3160 - GAHAN AVE 309 2,307 69 Good 2 53160 3160 - GAHAN AVE 309 2,307 69 Good 2 53170 3170 - GALT AVE 247 2,285 67 Good 3 33180 3180 - GARDNER CRT 157 2,002 77 V Good 2 53180 3180 - GARDNER CRT 157 2,002 77 V Good 2 53180 3180 - GARDNER CRT 157 2,002 77 V Good 2 53190 3190 - GARDNER CRT 163 1,746 70 V Good 2 53190 3190 - GARDNER CRT 163 1,746 70 V Good 2 53200 3200 - GLEN PL 212 2,190 83 V Good 2 53210 3210 - GORDON PL 102-198 122 1,129 82 V Good 2 53220 3220 - GOVERNMENT ST 347 4,235 83 V Good 2 23230 3230 - GOVERNMENT ST 144 1,943 71 V Good 3 23240 3240 - GOVERNMENT ST 449 6,082 67 Good 3 23240 3240 - GOVERNMENT ST 449 6,082 67 Good 3 23240 3240 - GOVERNMENT ST 449 6,082 67 Good 3 23250 3250 - GOVERNMENT ST 328 4,786 68 Good 3 23260 3260 - GOVERNMENT ST 267 3,816 78 V Good 3 23270 3270 - GOVERNMENT ST 320 4,595 83 V Good 3 23270 3270 - GOVERNMENT ST 320 4,595 83 V Good 3 23270 3270 - GOVERNMENT ST 320 4,595 83 V Good 3 23280 3280 - GOVERNMENT ST 448 6,463 88 Excellent 3 23280 3280 - GOVERNMENT ST 448 6,463 88 Excellent 3 23280 3280 - GOVERNMENT ST 448 6,463 88 Excellent 3 23280 3280 - GOVERNMENT ST 448 6,463 88 Excellent 3 23290 3290 - GOVERNMENT ST 111 1,590 88 Excellent 2 23300 3300 - GOVERNMENT ST 239 3,438 81 V Good 3 23300 3300 - GOVERNMENT ST 239 3,438 81 V Good 3 23310 3310 - GOVERNMENT ST 461 5,561 77 V Good 3 23310 3310 - GOVERNMENT ST 461 5,561 77 V Good 3 23310 3310 - GOVERNMENT ST 461 5,561 77 V Good 3 2

Page 66: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 17 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

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From

Str

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To S

tree

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Pave

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t Wid

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Pave

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627 3950 10 GRANBY AVE FAIRVIEW RD GREER ST 9.1 53 24 505 94 83 60 90 Mod Excellent 4 2 6.7 10.0 10.0 10.0 10.0 9.1 10.0 10.0 9.7 10.0626 3950 20 GRANBY AVE GREER ST ABEL ST 8.8 58 25 533 100 90 60 97 Mod Excellent 0 0 2.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0625 3950 30 GRANBY AVE ABEL ST BAKER ST 8.8 91 40 843 95 84 60 91 Mod Excellent 0 5 3.1 10.0 9.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0611 3950 40 GRANBY AVE BAKER ST ATKINSON ST 8.8 93 41 858 99 90 60 96 Mod Excellent 0 1 4.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.073 3960 10 GRANBY AVE ATKINSON ST GRANBY PL 8.8 252 111 2,334 99 90 60 96 Mod Excellent 0 1 4.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0

10073 3960 20 GRANBY AVE GRANBY PL MAIN ST 8.8 76 33 702 88 69 60 81 Mod V Good 9 3 4.7 10.0 9.8 9.1 10.0 10.0 10.0 10.0 9.7 10.074 3970 10 GRANBY PL ATKINSON ST GRANBY AVE 8.8 232 102 2,143 83 64 60 76 Mod V Good 9 9 7.7 10.0 9.9 9.7 9.1 9.5 10.0 9.5 9.8 10.0

174 3980 10 GRANDVIEW ST WALDEN CRES WESTMINSTER AVE E 9.7 101 49 1,028 88 69 60 81 Mod V Good 5 7 6.7 10.0 9.2 9.5 10.0 10.0 10.0 10.0 9.8 10.0195 3990 10 GRANDVIEW ST WESTMINSTER AVE E APPLETON AVE 12.5 103 64 1,351 92 76 100 90 Strng Excellent 7 1 3.3 10.0 9.9 9.4 10.0 10.0 10.0 9.9 10.0 10.0711 3990 20 GRANDVIEW ST APPLETON AVE UPLANDS AVE 12.5 151 94 1,984 74 58 64 67 Mod Good 7 19 4.5 10.0 8.0 9.7 9.7 9.6 10.0 9.8 9.8 10.0710 3990 30 GRANDVIEW ST UPLANDS AVE LOWER BENCH RD 12.5 119 75 1,567 77 57 64 69 Mod Good 9 14 6.2 10.0 8.7 9.4 9.7 9.7 10.0 9.7 9.8 10.0127 4000 10 GREEN AVE E SOUTH MAIN ST GREENWOOD DR 10.1 121 61 1,279 99 90 68 89 Mod Excellent 0 2 4.1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0908 4000 20 GREEN AVE E GREENWOOD DR WOODSTOCK RD 0-100 6.3 183 58 1,213 77 57 100 78 Strng V Good 19 4 4.5 10.0 9.7 9.0 10.0 8.9 10.0 9.7 9.8 9.8217 4000 30 GREEN AVE E WOODSTOCK RD 0-100 VALLEYVIEW RD 6.3 407 128 2,693 53 64 92 65 Strng Good 35 12 3.8 10.0 8.5 8.7 10.0 7.6 10.0 8.6 10.0 9.983 4010 10 GREEN AVE W HWY 97 COLEMAN ST 14.2 174 123 2,593 75 55 93 75 Strng V Good 18 7 5.2 9.2 9.8 9.6 9.5 10.0 10.0 9.3 9.9 10.0

682 4010 20 GREEN AVE W COLEMAN ST PARIS ST 14.1 101 71 1,497 66 62 58 63 Mod Good 20 14 4.0 9.0 9.1 9.4 9.2 10.0 10.0 9.5 10.0 10.0686 4020 10 GREEN AVE W PARIS ST SKAHA LAKE RD 14.1 228 161 3,385 82 63 37 66 Weak Good 10 8 4.4 9.6 9.5 10.0 9.6 10.0 10.0 9.4 9.8 9.9680 4030 10 GREEN AVE W SKAHA LAKE RD WILSON ST 14.3 54 38 806 58 39 59 54 Mod Fair 27 15 7.5 8.3 8.5 9.2 9.8 9.6 10.0 9.8 9.8 10.0688 4040 10 GREEN AVE W WILSON ST ERAUT ST 13.5 318 215 4,506 73 65 93 76 Strng V Good 15 13 3.6 9.4 8.6 9.6 9.8 9.7 10.0 9.5 10.0 9.9906 4040 20 GREEN AVE W ERAUT ST GREEN CRT 13.5 162 109 2,291 72 68 29 60 Weak Good 15 13 3.4 9.4 8.6 9.5 9.8 10.0 10.0 9.4 10.0 10.0907 4040 30 GREEN AVE W GREEN CRT SOUTH MAIN ST 13.5 152 103 2,161 78 59 73 72 Mod V Good 11 11 5.0 10.0 8.9 9.6 9.7 10.0 10.0 9.3 9.9 9.9123 4060 10 GREEN CRT GREEN AVE W EAST END 12.3 47 29 601 91 71 60 84 Mod V Good 0 9 8.0 10.0 10.0 10.0 9.0 10.0 10.0 10.0 9.7 10.0218 4070 10 GREENWOOD CRT GREENWOOD DR NW END 14.3 48 34 715 91 74 60 85 Mod Excellent 0 9 7.2 10.0 9.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0125 4080 10 GREENWOOD DR GREEN AVE E DAFOE ST 9.0 252 113 2,379 93 78 60 88 Mod Excellent 2 6 6.1 10.0 9.5 10.0 10.0 9.6 10.0 10.0 9.7 10.058 4080 20 GREENWOOD DR DAFOE ST GREENWOOD PL 9.0 153 69 1,445 67 57 60 63 Mod Good 13 20 4.5 10.0 8.1 9.2 9.5 10.0 10.0 9.3 9.9 10.0905 4080 30 GREENWOOD DR GREENWOOD PL GREENWOOD CRT 9.0 177 80 1,672 66 51 80 61 Strng Good 14 20 5.3 10.0 7.7 9.1 9.8 10.0 10.0 9.4 9.8 10.0

1031 4080 40 GREENWOOD DR GREENWOOD CRT LAIRD PL 9.0 55 25 524 81 62 60 75 Mod V Good 14 5 5.2 10.0 9.5 9.2 10.0 10.0 10.0 9.2 9.8 10.01032 4080 50 GREENWOOD DR LAIRD PL DARTMOUTH DR 9.0 49 22 462 84 65 60 77 Mod V Good 13 3 6.6 10.0 9.8 8.9 10.0 10.0 10.0 9.7 9.7 10.0904 4090 10 GREENWOOD PL SOUTH END GREENWOOD DR 18.6 28 26 547 84 66 60 78 Mod V Good 13 3 7.1 10.0 9.8 10.0 10.0 10.0 10.0 8.4 9.8 10.0108 4100 10 GREER ST PHOENIX AVE GRANBY AVE 8.6 75 32 678 83 64 60 76 Mod V Good 5 12 7.7 9.8 9.9 10.0 8.8 9.3 10.0 10.0 9.7 10.091 4120 10 GUELPH AVE WEST END SKAHA LAKE RD 11.2 137 77 1,609 94 82 86 89 Strng Excellent 0 6 7.4 10.0 9.4 10.0 10.0 10.0 10.0 10.0 9.7 10.0

172 4140 10 GUERNSEY AVE WEST END ABBOTT ST 11.0 50 28 583 70 46 60 62 Mod Good 29 1 8.6 10.0 10.0 7.2 10.0 10.0 9.9 10.0 9.8 10.0191 4150 10 GUERNSEY AVE LOWER TOWNLEY ST CAMBIE ST 7.0 99 35 726 94 82 60 90 Mod Excellent 6 0 2.7 10.0 10.0 10.0 10.0 8.6 10.0 10.0 10.0 10.0178 4160 10 GWYER ST SE END LOWER TOWNLEY ST 5.2 100 26 549 72 49 60 64 Mod Good 20 8 14.4 9.4 10.0 8.8 10.0 10.0 10.0 9.8 8.5 9.9840 4180 10 HALIFAX ST CARMI AVE MacCLEAVE AVE 11.6 104 60 1,264 70 48 80 67 Strng Good 16 14 5.9 10.0 8.8 8.7 9.6 10.0 10.0 9.6 9.9 10.0233 4190 10 HALIFAX ST MacCLEAVE AVE ROSS AVE 11.0 92 51 1,064 74 54 60 68 Mod Good 17 9 7.5 10.0 9.7 8.3 9.3 10.0 10.0 10.0 9.8 10.0153 4200 10 HANSEN ST ORCHARD AVE WADE AVE W 8.1 219 89 1,867 94 84 60 91 Mod Excellent 5 1 3.1 9.5 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0397 4210 10 HARRIS DR WEST END HOLDEN RD 7.7 56 21 450 87 68 60 81 Mod V Good 10 3 6.6 10.0 9.8 9.0 10.0 10.0 10.0 10.0 9.7 10.0485 4220 10 HASTINGS AVE WEST END ARGYLE ST 10.5 147 77 1,622 82 63 60 75 Mod V Good 15 3 5.2 10.0 9.7 9.2 10.0 9.4 10.0 9.4 9.8 10.0486 4230 10 HASTINGS AVE ARGYLE ST FAIRVIEW RD 8.9 291 129 2,717 82 70 60 78 Mod V Good 15 4 3.2 10.0 9.5 9.8 10.0 9.0 10.0 9.2 10.0 9.931 4250 10 HASTINGS PL DUNCAN AVE W NORTH END 11.8 78 46 963 84 66 60 78 Mod V Good 13 3 13.3 10.0 9.8 9.3 10.0 10.0 9.6 9.5 9.8 10.0

1072 4260 10 HATFIELD AVE COLUMBIA ST HATFIELD PL 11.4 111 64 1,334 81 79 60 80 Mod V Good 11 7 2.5 10.0 9.7 9.4 9.4 10.0 10.0 9.3 10.0 10.01075 4260 20 HATFIELD AVE HATFIELD PL ALLISON ST 11.4 129 74 1,544 82 69 60 78 Mod V Good 5 12 3.2 10.0 9.9 10.0 8.6 9.7 10.0 9.5 10.0 10.01071 4260 30 HATFIELD AVE ALLISON ST BEATTY ST 8.6 85 37 767 93 80 60 89 Mod Excellent 6 1 5.4 10.0 10.0 9.7 10.0 9.5 10.0 10.0 9.8 10.0260 4270 10 HATFIELD PL SOUTH END HATFIELD AVE 11.5 76 43 909 80 61 60 73 Mod V Good 15 5 7.6 10.0 9.8 8.9 9.7 10.0 10.0 9.6 9.8 10.0187 4290 10 HAVEN HILL RD PICKERING ST JOHNSON RD 8.8 302 133 2,790 65 50 80 65 Strng Good 24 10 5.6 9.1 8.8 9.2 10.0 9.6 10.0 9.4 9.9 9.9440 4310 10 HAYNES ST WADE AVE W NANAIMO AVE W 10.7 202 108 2,270 90 81 60 87 Mod Excellent 6 4 2.3 10.0 9.5 10.0 10.0 9.8 10.0 9.4 10.0 10.012 4310 20 HAYNES ST NANAIMO AVE W WESTMINSTER AVE E 10.7 172 92 1,929 96 87 60 93 Mod Excellent 2 2 5.0 10.0 10.0 10.0 10.0 10.0 10.0 9.9 9.7 9.8

759 4320 10 HAYWOOD ST ECKHARDT AVE E WHITE AVE E 8.9 168 75 1,571 75 55 60 68 Mod Good 18 7 5.4 9.5 10.0 9.7 10.0 8.9 10.0 9.6 8.7 9.934 4330 10 HEALES AVE MAPLE ST LAKEVIEW ST 10.7 279 149 3,131 99 90 60 96 Mod Excellent 0 1 4.1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0

189 4340 10 HEATHER PL HEATHER RD EAST END 10.9 113 61 1,282 98 89 60 95 Mod Excellent 0 2 4.7 10.0 9.9 10.0 10.0 10.0 10.0 10.0 9.8 10.0374 4350 10 HEATHER RD REDLANDS RD HEATHER PL 11.5 308 177 3,719 99 90 60 96 Mod Excellent 0 1 3.8 10.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0373 4350 20 HEATHER RD HEATHER PL JOHNSON RD 11.5 98 56 1,176 99 90 60 96 Mod Excellent 0 1 4.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0

Page 67: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 18 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

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umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

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(m)

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Are

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2)

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627 3950 10 GRANBY AVE FAIRVIEW RD GREER ST 9.1 53 24 505626 3950 20 GRANBY AVE GREER ST ABEL ST 8.8 58 25 533625 3950 30 GRANBY AVE ABEL ST BAKER ST 8.8 91 40 843611 3950 40 GRANBY AVE BAKER ST ATKINSON ST 8.8 93 41 85873 3960 10 GRANBY AVE ATKINSON ST GRANBY PL 8.8 252 111 2,334

10073 3960 20 GRANBY AVE GRANBY PL MAIN ST 8.8 76 33 70274 3970 10 GRANBY PL ATKINSON ST GRANBY AVE 8.8 232 102 2,143174 3980 10 GRANDVIEW ST WALDEN CRES WESTMINSTER AVE E 9.7 101 49 1,028195 3990 10 GRANDVIEW ST WESTMINSTER AVE E APPLETON AVE 12.5 103 64 1,351711 3990 20 GRANDVIEW ST APPLETON AVE UPLANDS AVE 12.5 151 94 1,984710 3990 30 GRANDVIEW ST UPLANDS AVE LOWER BENCH RD 12.5 119 75 1,567127 4000 10 GREEN AVE E SOUTH MAIN ST GREENWOOD DR 10.1 121 61 1,279908 4000 20 GREEN AVE E GREENWOOD DR WOODSTOCK RD 0-100 6.3 183 58 1,213217 4000 30 GREEN AVE E WOODSTOCK RD 0-100 VALLEYVIEW RD 6.3 407 128 2,69383 4010 10 GREEN AVE W HWY 97 COLEMAN ST 14.2 174 123 2,593682 4010 20 GREEN AVE W COLEMAN ST PARIS ST 14.1 101 71 1,497686 4020 10 GREEN AVE W PARIS ST SKAHA LAKE RD 14.1 228 161 3,385680 4030 10 GREEN AVE W SKAHA LAKE RD WILSON ST 14.3 54 38 806688 4040 10 GREEN AVE W WILSON ST ERAUT ST 13.5 318 215 4,506906 4040 20 GREEN AVE W ERAUT ST GREEN CRT 13.5 162 109 2,291907 4040 30 GREEN AVE W GREEN CRT SOUTH MAIN ST 13.5 152 103 2,161123 4060 10 GREEN CRT GREEN AVE W EAST END 12.3 47 29 601218 4070 10 GREENWOOD CRT GREENWOOD DR NW END 14.3 48 34 715125 4080 10 GREENWOOD DR GREEN AVE E DAFOE ST 9.0 252 113 2,37958 4080 20 GREENWOOD DR DAFOE ST GREENWOOD PL 9.0 153 69 1,445

905 4080 30 GREENWOOD DR GREENWOOD PL GREENWOOD CRT 9.0 177 80 1,6721031 4080 40 GREENWOOD DR GREENWOOD CRT LAIRD PL 9.0 55 25 5241032 4080 50 GREENWOOD DR LAIRD PL DARTMOUTH DR 9.0 49 22 462904 4090 10 GREENWOOD PL SOUTH END GREENWOOD DR 18.6 28 26 547108 4100 10 GREER ST PHOENIX AVE GRANBY AVE 8.6 75 32 67891 4120 10 GUELPH AVE WEST END SKAHA LAKE RD 11.2 137 77 1,609

172 4140 10 GUERNSEY AVE WEST END ABBOTT ST 11.0 50 28 583191 4150 10 GUERNSEY AVE LOWER TOWNLEY ST CAMBIE ST 7.0 99 35 726178 4160 10 GWYER ST SE END LOWER TOWNLEY ST 5.2 100 26 549840 4180 10 HALIFAX ST CARMI AVE MacCLEAVE AVE 11.6 104 60 1,264233 4190 10 HALIFAX ST MacCLEAVE AVE ROSS AVE 11.0 92 51 1,064153 4200 10 HANSEN ST ORCHARD AVE WADE AVE W 8.1 219 89 1,867397 4210 10 HARRIS DR WEST END HOLDEN RD 7.7 56 21 450485 4220 10 HASTINGS AVE WEST END ARGYLE ST 10.5 147 77 1,622486 4230 10 HASTINGS AVE ARGYLE ST FAIRVIEW RD 8.9 291 129 2,71731 4250 10 HASTINGS PL DUNCAN AVE W NORTH END 11.8 78 46 963

1072 4260 10 HATFIELD AVE COLUMBIA ST HATFIELD PL 11.4 111 64 1,3341075 4260 20 HATFIELD AVE HATFIELD PL ALLISON ST 11.4 129 74 1,5441071 4260 30 HATFIELD AVE ALLISON ST BEATTY ST 8.6 85 37 767260 4270 10 HATFIELD PL SOUTH END HATFIELD AVE 11.5 76 43 909187 4290 10 HAVEN HILL RD PICKERING ST JOHNSON RD 8.8 302 133 2,790440 4310 10 HAYNES ST WADE AVE W NANAIMO AVE W 10.7 202 108 2,27012 4310 20 HAYNES ST NANAIMO AVE W WESTMINSTER AVE E 10.7 172 92 1,929

759 4320 10 HAYWOOD ST ECKHARDT AVE E WHITE AVE E 8.9 168 75 1,57134 4330 10 HEALES AVE MAPLE ST LAKEVIEW ST 10.7 279 149 3,131

189 4340 10 HEATHER PL HEATHER RD EAST END 10.9 113 61 1,282374 4350 10 HEATHER RD REDLANDS RD HEATHER PL 11.5 308 177 3,719373 4350 20 HEATHER RD HEATHER PL JOHNSON RD 11.5 98 56 1,176

Project Summary

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3320 3320 - GRANBY AVE 294 2,738 93 Excellent 2 53320 3320 - GRANBY AVE 294 2,738 93 Excellent 2 53320 3320 - GRANBY AVE 294 2,738 93 Excellent 2 53320 3320 - GRANBY AVE 294 2,738 93 Excellent 2 53330 3330 - GRANBY AVE 328 3,036 92 Excellent 2 53330 3330 - GRANBY AVE 328 3,036 92 Excellent 2 53340 3340 - GRANBY PL 232 2,143 76 V Good 2 53350 3350 - GRANDVIEW ST 101 1,028 81 V Good 2 53360 3360 - GRANDVIEW ST 103 1,351 89 Excellent 3 33370 3370 - GRANDVIEW ST 271 3,552 68 Good 2 33370 3370 - GRANDVIEW ST 271 3,552 68 Good 2 33380 3380 - GREEN AVE E 710 5,186 74 V Good 3 33380 3380 - GREEN AVE E 710 5,186 74 V Good 3 33380 3380 - GREEN AVE E 710 5,186 74 V Good 3 33390 3390 - GREEN AVE W 275 4,090 70 V Good 3 33390 3390 - GREEN AVE W 275 4,090 70 V Good 3 33400 3400 - GREEN AVE W 228 3,385 66 Good 1 33410 3410 - GREEN AVE W 54 806 53 Fair 2 33420 3420 - GREEN AVE W 632 8,959 71 V Good 2 33420 3420 - GREEN AVE W 632 8,959 71 V Good 2 33420 3420 - GREEN AVE W 632 8,959 71 V Good 2 33430 3430 - GREEN CRT 47 601 84 V Good 2 53440 3440 - GREENWOOD CRT 48 715 85 Excellent 2 53450 3450 - GREENWOOD DR 686 6,481 73 V Good 2 53450 3450 - GREENWOOD DR 686 6,481 73 V Good 2 53450 3450 - GREENWOOD DR 686 6,481 73 V Good 2 53450 3450 - GREENWOOD DR 686 6,481 73 V Good 2 53450 3450 - GREENWOOD DR 686 6,481 73 V Good 2 53460 3460 - GREENWOOD PL 28 547 78 V Good 2 53470 3470 - GREER ST 75 678 76 V Good 2 53480 3480 - GUELPH AVE 137 1,609 89 Excellent 3 33490 3490 - GUERNSEY AVE 50 583 62 Good 2 53500 3500 - GUERNSEY AVE 99 726 90 Excellent 2 53510 3510 - GWYER ST 100 549 64 Good 2 53520 3520 - HALIFAX ST 104 1,264 66 Good 3 33530 3530 - HALIFAX ST 92 1,064 67 Good 2 53540 3540 - HANSEN ST 219 1,867 91 Excellent 2 53550 3550 - HARRIS DR 56 450 80 V Good 2 53560 3560 - HASTINGS AVE 147 1,622 75 V Good 2 53570 3570 - HASTINGS AVE 291 2,717 77 V Good 2 23580 3580 - HASTINGS PL 78 963 78 V Good 2 53590 3590 - HATFIELD AVE 325 3,645 81 V Good 2 53590 3590 - HATFIELD AVE 325 3,645 81 V Good 2 53590 3590 - HATFIELD AVE 325 3,645 81 V Good 2 53600 3600 - HATFIELD PL 76 909 73 V Good 2 53610 3610 - HAVEN HILL RD 302 2,790 65 Good 3 33620 3620 - HAYNES ST 374 4,199 89 Excellent 2 53620 3620 - HAYNES ST 374 4,199 89 Excellent 2 53630 3630 - HAYWOOD ST 168 1,571 68 Good 2 53640 3640 - HEALES AVE 279 3,131 95 Excellent 2 53650 3650 - HEATHER PL 113 1,282 94 Excellent 2 53660 3660 - HEATHER RD 406 4,896 96 Excellent 2 53660 3660 - HEATHER RD 406 4,896 96 Excellent 2 5

Page 68: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 19 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

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42 4370 10 HEMLOCK ST YORKTON AVE NORTH END 6.8 82 28 583 85 70 80 80 Strng V Good 12 3 3.1 10.0 9.6 8.8 10.0 10.0 10.0 10.0 10.0 10.0259 4410 10 HIGHLAND PL CARMI AVE NORTH END 11.1 86 48 1,003 81 63 60 75 Mod V Good 16 2 10.8 10.0 9.9 10.0 10.0 10.0 10.0 8.0 9.7 10.0931 4430 10 HILLSIDE AVE UPPER BENCH RD N HILLSIDE AVE 6.2 389 120 2,529 73 79 30 75 Weak V Good 24 3 2.4 9.2 9.8 8.8 9.9 9.1 10.0 10.0 10.0 10.0287 4430 20 HILLSIDE AVE HILLSIDE AVE NORTH END 8.3 220 91 1,918 91 75 60 86 Mod Excellent 9 0 4.0 10.0 10.0 9.7 10.0 8.7 10.0 10.0 10.0 10.0916 4440 10 HOLDEN RD WEST END LAKESIDE RD 15.1 18 14 285 74 53 60 67 Mod Good 24 2 10.7 10.0 9.9 9.0 10.0 10.0 10.0 8.1 9.8 10.0

1093 4460 10 HOLDEN RD CARMI AVE WILLIAMSON PL 12.0 328 197 4,142 89 70 73 80 Mod V Good 5 7 3.7 10.0 9.3 10.0 9.9 9.8 10.0 9.6 10.0 10.01092 4460 20 HOLDEN RD WILLIAMSON PL NE END 12.0 160 96 2,015 93 80 80 87 Strng Excellent 4 3 4.5 10.0 9.9 10.0 10.0 9.5 10.0 9.7 9.7 10.01095 4470 10 HOLDEN RD LAWRENCE HARRIS DR 8.8 1,040 458 9,621 93 81 80 87 Strng Excellent 6 1 2.6 10.0 9.9 9.6 10.0 9.6 10.0 10.0 10.0 10.01096 4470 20 HOLDEN RD HARRIS DR BRENT DR 8.5 532 226 4,749 100 90 70 90 Mod Excellent 0 0 2.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01097 4470 30 HOLDEN RD SENDERO CRES BRENT DR 8.6 78 34 707 100 90 79 92 Strng Excellent 0 0 3.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01098 4470 40 HOLDEN RD SENDERO CRES SENDERO CRES 8.6 121 52 1,091 99 90 73 90 Mod Excellent 1 0 3.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01099 4470 50 HOLDEN RD SYER RD SENDERO CRES 8.6 115 49 1,037 100 90 76 91 Strng Excellent 0 0 3.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0394 4480 10 HOLDEN RD 915-1060 SW END SYER RD 8.6 37 16 337 95 84 77 88 Strng Excellent 0 5 9.7 10.0 10.0 10.0 9.6 10.0 10.0 10.0 9.7 10.0936 4500 10 HUDSON ST SOUTH END JOHNSON RD 7.0 289 101 2,127 53 18 60 41 Mod Marginal 35 12 14.0 9.5 10.0 7.3 9.4 9.4 10.0 10.0 8.7 10.0277 4520 10 HULL ST SOUTH END FORESTBROOK DR 8.6 99 43 898 98 89 60 95 Mod Excellent 0 1 6.3 10.0 10.0 10.0 10.0 10.0 10.0 9.9 9.7 10.0

489.1 4540 10 HUTH AVE WEST END 300m W/O FAIRVIEW RD 10.4 379 197 4,129 100 95 60 98 Mod Excellent 0 0 1.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0489.2 4540 20 HUTH AVE 300m W/O FAIRVIEW RD FAIRVIEW RD 9.3 379 176 3,704 39 44 30 41 Weak Marginal 56 5 6.5 9.6 9.5 7.3 10.0 7.8 10.0 9.8 9.9 8.2624 4550 10 HUTH AVE FAIRVIEW RD FAIRFORD DR 10.2 172 88 1,845 79 60 60 73 Mod V Good 7 14 9.4 10.0 9.2 9.7 9.2 9.2 9.9 10.0 9.8 10.0623 4550 20 HUTH AVE FAIRFORD DR SCOTIA ST 10.2 110 56 1,177 79 60 60 73 Mod V Good 8 13 7.1 10.0 9.3 9.4 9.2 9.5 10.0 10.0 9.8 10.0622 4550 30 HUTH AVE SCOTIA ST ATKINSON ST 10.2 101 52 1,086 79 60 60 73 Mod V Good 10 11 6.0 10.0 9.6 9.2 9.1 10.0 10.0 9.8 9.8 10.0614 4560 10 HUTH AVE ATKINSON ST EAST END 10.2 227 116 2,435 99 90 60 96 Mod Excellent 1 0 3.8 10.0 10.0 10.0 10.0 10.0 10.0 9.9 10.0 10.0845 4580 10 INDUSTRIAL AVE E MAIN ST AMHERST ST 13.7 159 109 2,279 91 73 84 85 Strng V Good 7 2 4.3 10.0 9.9 9.3 10.0 10.0 10.0 10.0 9.7 10.0846 4580 20 INDUSTRIAL AVE E AMHERST ST CAMROSE ST 10.4 276 143 3,007 64 77 80 71 Strng V Good 24 11 2.6 9.6 9.0 8.3 9.6 10.0 10.0 9.5 10.0 10.061 4580 30 INDUSTRIAL AVE E CAMROSE ST GOVERNMENT ST 10.4 250 130 2,727 64 72 81 70 Strng V Good 29 7 3.0 9.5 9.3 7.9 9.8 10.0 10.0 9.8 10.0 9.9

1013 4590 10 INDUSTRIAL AVE E GOVERNMENT ST OKANAGAN AVE E 11.6 269 156 3,283 75 64 60 71 Mod V Good 20 5 3.7 9.5 9.4 9.3 10.0 10.0 10.0 9.1 10.0 9.9100 4610 10 INDUSTRIAL AVE W INDUSTRIAL PL FAIRVIEW PL 14.0 211 147 3,097 71 60 73 69 Mod Good 21 8 4.1 8.3 9.4 9.7 9.7 10.0 10.0 9.8 9.8 10.0

1133 4610 20 INDUSTRIAL AVE W INDUSTRIAL PL QUEBEC ST 14.0 77 54 1,132 89 69 62 77 Mod V Good 9 3 4.1 10.0 9.8 9.7 10.0 10.0 10.0 9.4 9.8 10.01132 4610 30 INDUSTRIAL AVE W QUEBEC ST FAIRFORD DR 11.3 76 43 901 100 90 85 94 Strng Excellent 0 0 2.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01131 4610 40 INDUSTRIAL AVE W FAIRFORD DR ATKINSON ST 7.0 208 73 1,531 100 90 95 96 Strng Excellent 0 0 2.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

72 4620 10 INDUSTRIAL AVE W ATKINSON ST MAIN ST 10.8 312 168 3,530 96 87 92 93 Strng Excellent 2 2 3.2 9.9 9.8 10.0 10.0 10.0 9.8 10.0 10.0 10.0104 4640 10 INDUSTRIAL CRT INDUSTRIAL PL SE END 14.3 91 65 1,359 85 66 60 78 Mod V Good 13 2 7.4 10.0 9.9 10.0 10.0 10.0 10.0 8.4 9.7 10.0101 4650 10 INDUSTRIAL PL SW END INDUSTRIAL CRT 13.0 137 89 1,873 76 57 60 70 Mod Good 23 1 4.5 10.0 10.0 8.3 10.0 10.0 10.0 9.4 9.8 9.8

1135 4650 20 INDUSTRIAL PL INDUSTRIAL CRT INDUSTRIAL AVE W 11.5 210 120 2,529 78 58 60 71 Mod V Good 10 12 5.7 10.0 9.7 9.0 8.9 10.0 10.0 10.0 9.8 10.0948 4670 10 JAMES ST ORILLIA ST FORESTBROOK DR 9.0 182 82 1,720 85 66 60 79 Mod V Good 11 4 5.3 10.0 10.0 9.4 9.8 9.3 10.0 9.7 9.7 10.0774 4690 10 JERMYN AVE MAIN ST BIRD ST 10.0 526 263 5,526 70 51 82 68 Strng Good 7 23 5.3 10.0 8.0 9.8 9.2 9.0 10.0 10.0 9.9 10.0585 4690 20 JERMYN AVE BIRD ST GOVERNMENT ST 10.0 72 36 757 70 47 83 68 Strng Good 7 22 7.3 10.0 7.6 9.3 9.8 10.0 10.0 10.0 9.8 10.0175 4710 10 JOHNSON RD FARRELL ST WALDEN CRES 7.2 96 35 726 84 65 60 78 Mod V Good 15 1 8.9 10.0 10.0 9.3 10.0 9.7 10.0 9.2 9.8 10.0747 4710 20 JOHNSON RD WALDEN CRES HAVEN HILL RD 8.4 54 23 475 84 66 60 78 Mod V Good 12 4 7.4 10.0 9.7 8.9 10.0 10.0 10.0 10.0 9.7 10.0317 4720 10 JOHNSON RD HAVEN HILL RD HEATHER RD 14.2 92 66 1,377 86 67 93 83 Strng V Good 5 9 3.9 10.0 9.2 9.8 9.6 10.0 10.0 9.6 10.0 10.0752 4720 20 JOHNSON RD HEATHER RD WALDEN CRES 13.7 36 25 517 64 61 86 69 Strng Good 17 18 4.1 8.5 7.9 10.0 9.9 10.0 10.0 9.6 9.8 10.0751 4720 30 JOHNSON RD WALDEN CRES TRURO ST 13.6 180 122 2,568 86 75 74 80 Mod V Good 0 13 2.7 10.0 8.9 10.0 9.4 10.0 10.0 10.0 10.0 10.0753 4720 40 JOHNSON RD TRURO ST KRUGER PL 13.6 50 34 717 82 79 77 80 Strng V Good 5 13 2.4 10.0 8.8 9.6 9.6 9.8 10.0 10.0 10.0 10.0935 4720 50 JOHNSON RD KRUGER PL ALDER ST 13.9 83 58 1,214 76 59 77 72 Strng V Good 9 15 4.3 10.0 8.7 9.3 9.5 10.0 10.0 9.8 9.9 10.0265 4730 10 JOHNSON RD ALDER ST JOHNSON RD 14.1 185 131 2,742 57 56 74 61 Mod Good 25 18 4.7 8.8 7.9 9.2 10.0 10.0 10.0 9.3 9.9 10.0937 4740 10 JOHNSON RD JOHNSON RD HUDSON ST 7.7 268 103 2,170 61 73 73 67 Mod Good 26 13 2.9 9.2 8.4 8.8 10.0 10.0 10.0 9.1 10.0 10.0263 4740 20 JOHNSON RD HUDSON ST UPPER BENCH RD S 7.7 66 25 531 63 58 60 61 Mod Good 32 5 4.4 10.0 9.5 8.1 10.0 9.3 10.0 8.7 9.8 10.0224 4760 10 JUNIPER DR SW END PINEVIEW RD 7.7 519 199 4,188 70 46 60 62 Mod Good 26 5 6.7 9.0 9.9 8.9 9.6 9.0 10.0 10.0 9.8 9.9

1040 4770 10 JUNIPER DR PINEVIEW RD NORTH END 9.7 83 40 848 90 70 60 83 Mod V Good 8 2 3.7 10.0 10.0 10.0 9.8 9.6 10.0 9.2 10.0 10.025 4780 10 KAMLOOPS AVE OAKVILLE ST EAST END 7.0 140 49 1,034 98 89 60 95 Mod Excellent 2 0 3.6 10.0 10.0 10.0 10.0 9.6 10.0 10.0 10.0 10.0

262 4790 10 KENDALL CRES RIDGEDALE AVE RIDGEDALE AVE 9.8 449 220 4,622 92 78 60 87 Mod Excellent 6 2 4.1 10.0 10.0 9.5 10.0 10.0 10.0 9.9 9.7 10.0963 4800 10 KENSINGTON ST EDGEWOOD DR MUNICIPAL AVE 10.6 85 45 949 69 45 60 61 Mod Good 20 11 9.3 8.6 9.4 9.3 9.4 10.0 10.0 10.0 9.8 10.0958 4800 20 KENSINGTON ST MUNICIPAL AVE PENTICTON AVE 10.6 197 105 2,196 70 57 60 66 Mod Good 20 9 4.6 8.9 9.8 9.5 9.1 10.0 10.0 9.5 9.9 10.0944 4810 10 KENSINGTON ST PENTICTON AVE NELSON AVE 10.6 178 94 1,981 82 70 60 78 Mod V Good 6 12 3.2 10.0 8.5 9.4 10.0 10.0 10.0 10.0 10.0 10.0

Page 69: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 20 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

42 4370 10 HEMLOCK ST YORKTON AVE NORTH END 6.8 82 28 583259 4410 10 HIGHLAND PL CARMI AVE NORTH END 11.1 86 48 1,003931 4430 10 HILLSIDE AVE UPPER BENCH RD N HILLSIDE AVE 6.2 389 120 2,529287 4430 20 HILLSIDE AVE HILLSIDE AVE NORTH END 8.3 220 91 1,918916 4440 10 HOLDEN RD WEST END LAKESIDE RD 15.1 18 14 285

1093 4460 10 HOLDEN RD CARMI AVE WILLIAMSON PL 12.0 328 197 4,1421092 4460 20 HOLDEN RD WILLIAMSON PL NE END 12.0 160 96 2,0151095 4470 10 HOLDEN RD LAWRENCE HARRIS DR 8.8 1,040 458 9,6211096 4470 20 HOLDEN RD HARRIS DR BRENT DR 8.5 532 226 4,7491097 4470 30 HOLDEN RD SENDERO CRES BRENT DR 8.6 78 34 7071098 4470 40 HOLDEN RD SENDERO CRES SENDERO CRES 8.6 121 52 1,0911099 4470 50 HOLDEN RD SYER RD SENDERO CRES 8.6 115 49 1,037394 4480 10 HOLDEN RD 915-1060 SW END SYER RD 8.6 37 16 337936 4500 10 HUDSON ST SOUTH END JOHNSON RD 7.0 289 101 2,127277 4520 10 HULL ST SOUTH END FORESTBROOK DR 8.6 99 43 898

489.1 4540 10 HUTH AVE WEST END 300m W/O FAIRVIEW RD 10.4 379 197 4,129489.2 4540 20 HUTH AVE 300m W/O FAIRVIEW RD FAIRVIEW RD 9.3 379 176 3,704624 4550 10 HUTH AVE FAIRVIEW RD FAIRFORD DR 10.2 172 88 1,845623 4550 20 HUTH AVE FAIRFORD DR SCOTIA ST 10.2 110 56 1,177622 4550 30 HUTH AVE SCOTIA ST ATKINSON ST 10.2 101 52 1,086614 4560 10 HUTH AVE ATKINSON ST EAST END 10.2 227 116 2,435845 4580 10 INDUSTRIAL AVE E MAIN ST AMHERST ST 13.7 159 109 2,279846 4580 20 INDUSTRIAL AVE E AMHERST ST CAMROSE ST 10.4 276 143 3,00761 4580 30 INDUSTRIAL AVE E CAMROSE ST GOVERNMENT ST 10.4 250 130 2,727

1013 4590 10 INDUSTRIAL AVE E GOVERNMENT ST OKANAGAN AVE E 11.6 269 156 3,283100 4610 10 INDUSTRIAL AVE W INDUSTRIAL PL FAIRVIEW PL 14.0 211 147 3,097

1133 4610 20 INDUSTRIAL AVE W INDUSTRIAL PL QUEBEC ST 14.0 77 54 1,1321132 4610 30 INDUSTRIAL AVE W QUEBEC ST FAIRFORD DR 11.3 76 43 9011131 4610 40 INDUSTRIAL AVE W FAIRFORD DR ATKINSON ST 7.0 208 73 1,531

72 4620 10 INDUSTRIAL AVE W ATKINSON ST MAIN ST 10.8 312 168 3,530104 4640 10 INDUSTRIAL CRT INDUSTRIAL PL SE END 14.3 91 65 1,359101 4650 10 INDUSTRIAL PL SW END INDUSTRIAL CRT 13.0 137 89 1,873

1135 4650 20 INDUSTRIAL PL INDUSTRIAL CRT INDUSTRIAL AVE W 11.5 210 120 2,529948 4670 10 JAMES ST ORILLIA ST FORESTBROOK DR 9.0 182 82 1,720774 4690 10 JERMYN AVE MAIN ST BIRD ST 10.0 526 263 5,526585 4690 20 JERMYN AVE BIRD ST GOVERNMENT ST 10.0 72 36 757175 4710 10 JOHNSON RD FARRELL ST WALDEN CRES 7.2 96 35 726747 4710 20 JOHNSON RD WALDEN CRES HAVEN HILL RD 8.4 54 23 475317 4720 10 JOHNSON RD HAVEN HILL RD HEATHER RD 14.2 92 66 1,377752 4720 20 JOHNSON RD HEATHER RD WALDEN CRES 13.7 36 25 517751 4720 30 JOHNSON RD WALDEN CRES TRURO ST 13.6 180 122 2,568753 4720 40 JOHNSON RD TRURO ST KRUGER PL 13.6 50 34 717935 4720 50 JOHNSON RD KRUGER PL ALDER ST 13.9 83 58 1,214265 4730 10 JOHNSON RD ALDER ST JOHNSON RD 14.1 185 131 2,742937 4740 10 JOHNSON RD JOHNSON RD HUDSON ST 7.7 268 103 2,170263 4740 20 JOHNSON RD HUDSON ST UPPER BENCH RD S 7.7 66 25 531224 4760 10 JUNIPER DR SW END PINEVIEW RD 7.7 519 199 4,1881040 4770 10 JUNIPER DR PINEVIEW RD NORTH END 9.7 83 40 848

25 4780 10 KAMLOOPS AVE OAKVILLE ST EAST END 7.0 140 49 1,034262 4790 10 KENDALL CRES RIDGEDALE AVE RIDGEDALE AVE 9.8 449 220 4,622963 4800 10 KENSINGTON ST EDGEWOOD DR MUNICIPAL AVE 10.6 85 45 949958 4800 20 KENSINGTON ST MUNICIPAL AVE PENTICTON AVE 10.6 197 105 2,196944 4810 10 KENSINGTON ST PENTICTON AVE NELSON AVE 10.6 178 94 1,981

Project Summary

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3670 3670 - HEMLOCK ST 82 583 80 V Good 3 33680 3680 - HIGHLAND PL 86 1,003 75 V Good 2 53690 3690 - HILLSIDE AVE 610 4,448 80 V Good 1 63690 3690 - HILLSIDE AVE 610 4,448 80 V Good 1 63700 3700 - HOLDEN RD 18 285 66 Good 2 63710 3710 - HOLDEN RD 488 6,157 82 V Good 2 33710 3710 - HOLDEN RD 488 6,157 82 V Good 2 33720 3720 - HOLDEN RD 1,040 9,621 87 Excellent 3 33730 3730 - HOLDEN RD 846 7,584 90 Excellent 2 33730 3730 - HOLDEN RD 846 7,584 90 Excellent 2 33730 3730 - HOLDEN RD 846 7,584 90 Excellent 2 33730 3730 - HOLDEN RD 846 7,584 90 Excellent 2 33740 3740 - HOLDEN RD 915-1060 37 337 87 Excellent 3 33750 3750 - HUDSON ST 289 2,127 41 Marginal 2 63760 3760 - HULL ST 99 898 95 Excellent 2 53770 3770 - HUTH AVE 379 4,129 98 Excellent 2 23780 3780 - HUTH AVE 379 3,704 40 Marginal 1 23790 3790 - HUTH AVE 383 4,108 73 V Good 2 53790 3790 - HUTH AVE 383 4,108 73 V Good 2 53790 3790 - HUTH AVE 383 4,108 73 V Good 2 53800 3800 - HUTH AVE 227 2,435 96 Excellent 2 53810 3810 - INDUSTRIAL AVE E 684 8,013 74 V Good 3 23810 3810 - INDUSTRIAL AVE E 684 8,013 74 V Good 3 23810 3810 - INDUSTRIAL AVE E 684 8,013 74 V Good 3 23820 3820 - INDUSTRIAL AVE E 269 3,283 71 V Good 2 23830 3830 - INDUSTRIAL AVE W 288 4,230 71 V Good 2 23830 3830 - INDUSTRIAL AVE W 288 4,230 71 V Good 2 23840 3840 - INDUSTRIAL AVE W 284 2,432 95 Excellent 3 23840 3840 - INDUSTRIAL AVE W 284 2,432 95 Excellent 3 23850 3850 - INDUSTRIAL AVE W 312 3,530 92 Excellent 3 23860 3860 - INDUSTRIAL CRT 91 1,359 78 V Good 2 23870 3870 - INDUSTRIAL PL 347 4,402 70 V Good 2 23870 3870 - INDUSTRIAL PL 347 4,402 70 V Good 2 23880 3880 - JAMES ST 182 1,720 78 V Good 2 53890 3890 - JERMYN AVE 599 6,283 68 Good 3 33890 3890 - JERMYN AVE 599 6,283 68 Good 3 33900 3900 - JOHNSON RD 150 1,202 78 V Good 2 53900 3900 - JOHNSON RD 150 1,202 78 V Good 2 53910 3910 - JOHNSON RD 442 6,393 78 V Good 3 33910 3910 - JOHNSON RD 442 6,393 78 V Good 3 33910 3910 - JOHNSON RD 442 6,393 78 V Good 3 33910 3910 - JOHNSON RD 442 6,393 78 V Good 3 33910 3910 - JOHNSON RD 442 6,393 78 V Good 3 33920 3920 - JOHNSON RD 185 2,742 61 Good 2 33930 3930 - JOHNSON RD 334 2,701 66 Good 2 43930 3930 - JOHNSON RD 334 2,701 66 Good 2 43940 3940 - JUNIPER DR 519 4,188 61 Good 2 53950 3950 - JUNIPER DR 83 848 83 V Good 2 53960 3960 - KAMLOOPS AVE 140 1,034 94 Excellent 2 53970 3970 - KENDALL CRES 449 4,622 87 Excellent 2 53980 3980 - KENSINGTON ST 282 3,146 64 Good 2 53980 3980 - KENSINGTON ST 282 3,146 64 Good 2 53990 3990 - KENSINGTON ST 308 3,430 74 V Good 2 5

Page 70: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 21 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

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Blo

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umbe

r

On

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tree

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943 4810 20 KENSINGTON ST NELSON AVE NW END 10.6 130 69 1,449 76 56 60 70 Mod Good 10 13 10.1 10.0 8.8 9.4 9.6 10.0 10.0 9.5 9.8 10.0959 4820 10 KILLARNEY ST EDGEWOOD DR MUNICIPAL AVE 10.7 149 80 1,672 70 67 30 69 Weak Good 29 0 3.4 10.0 9.9 8.8 10.0 10.0 10.0 7.8 10.0 10.0822 4820 20 KILLARNEY ST MUNICIPAL AVE TORONTO AVE 10.7 92 49 1,034 75 54 60 68 Mod Good 16 10 5.0 10.0 9.3 9.3 9.6 10.0 10.0 9.0 9.8 10.0827 4820 30 KILLARNEY ST TORONTO AVE PENTICTON AVE 10.7 111 59 1,241 77 63 60 72 Mod V Good 15 8 3.8 10.0 9.6 9.3 9.4 10.0 10.0 9.0 10.0 10.0788 4830 10 KILLARNEY ST PENTICTON AVE NELSON AVE 10.7 173 93 1,943 82 64 60 76 Mod V Good 12 6 3.8 10.0 9.8 9.2 9.5 10.0 10.0 9.4 10.0 10.0784 4830 20 KILLARNEY ST NELSON AVE FORESTBROOK DR 10.7 271 145 3,042 77 60 60 71 Mod V Good 9 14 4.2 10.0 9.5 9.5 8.9 10.0 10.0 9.4 9.9 10.0789 4840 10 KILWINNING ST EDGEWOOD DR MUNICIPAL AVE 10.7 121 65 1,357 76 61 60 71 Mod V Good 20 4 4.0 9.3 9.6 9.3 10.0 10.0 10.0 9.3 9.8 10.0962 4840 20 KILWINNING ST MUNICIPAL AVE PENTICTON AVE 10.7 200 107 2,245 57 56 60 57 Mod Fair 35 8 4.7 7.9 9.1 9.7 10.0 10.0 10.0 8.6 9.9 10.0956 4850 10 KILWINNING ST PENTICTON AVE NELSON AVE 10.7 175 94 1,970 72 49 60 64 Mod Good 13 15 5.7 9.2 9.1 9.5 9.1 10.0 10.0 9.9 9.9 10.0786 4850 20 KILWINNING ST NELSON AVE FORESTBROOK DR 10.7 261 139 2,928 64 43 60 57 Mod Fair 25 11 6.8 8.7 9.8 9.1 8.9 10.0 10.0 9.6 9.8 10.0796 4860 10 KING ST DUNCAN AVE E MUNICIPAL AVE 8.9 144 64 1,346 82 66 60 77 Mod V Good 9 9 3.5 10.0 9.3 9.5 9.6 10.0 10.0 9.6 10.0 10.0820 4860 20 KING ST MUNICIPAL AVE TORONTO AVE 11.3 90 51 1,065 78 59 60 72 Mod V Good 15 7 4.8 9.2 9.3 10.0 10.0 10.0 10.0 9.0 9.8 10.0821 4860 30 KING ST TORONTO AVE PENTICTON AVE 11.3 84 48 1,001 82 63 60 76 Mod V Good 13 5 5.2 10.0 9.5 9.4 10.0 10.0 10.0 9.1 9.8 10.0823 4870 10 KING ST PENTICTON AVE NELSON AVE 11.3 196 111 2,325 88 69 60 81 Mod V Good 6 7 4.4 10.0 9.6 9.5 9.7 10.0 10.0 9.9 9.8 10.0797 4870 20 KING ST NELSON AVE FORESTBROOK DR 11.3 271 153 3,214 99 90 60 96 Mod Excellent 0 1 5.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.086 4880 10 KINNEY AVE WEST END BASKIN ST 9.5 81 39 809 74 53 60 67 Mod Good 21 5 5.6 10.0 9.5 9.0 10.0 9.7 10.0 8.8 9.8 10.0

1136 4890 10 KINNEY AVE BASKIN ST McGRAW ST 12.1 285 172 3,617 71 49 24 54 Weak Fair 15 14 5.7 9.8 9.4 9.4 9.0 10.0 10.0 9.3 9.9 9.968 4900 10 KINNEY AVE McGRAW ST ATKINSON ST 12.1 285 172 3,617 76 63 80 74 Strng V Good 11 13 3.8 10.0 8.6 9.5 9.8 10.0 10.0 9.2 10.0 10.0

653 4910 10 KINNEY AVE ATKINSON ST McKENZIE ST 12.1 92 56 1,167 75 61 82 74 Strng V Good 17 8 4.1 9.9 9.3 9.4 9.9 10.0 10.0 8.8 9.8 10.0871 4910 20 KINNEY AVE McKENZIE ST SKAHA LAKE RD 13.3 144 96 2,010 81 62 77 75 Strng V Good 9 10 6.7 9.7 9.1 9.8 9.8 10.0 10.0 9.4 9.8 10.0120 4920 10 KINNEY AVE SKAHA LAKE RD SOUTH MAIN ST 10.2 68 35 727 75 55 72 69 Mod Good 16 9 15.1 9.0 9.0 9.5 10.0 9.7 10.0 10.0 9.8 10.067 4940 10 KIRKPATRICK AVE McGRAW ST McKENZIE ST 9.0 331 149 3,128 92 77 60 87 Mod Excellent 4 4 4.2 10.0 9.6 9.7 10.0 10.0 10.0 9.9 9.7 10.0

270 4950 10 KRUGER PL JOHNSON RD NORTH END 11.1 93 52 1,088 76 56 60 69 Mod Good 22 2 9.6 8.5 9.9 10.0 10.0 9.4 10.0 9.3 9.8 10.0222 4960 10 LAIRD PL GREENWOOD DR NORTH END 20.0 24 24 497 82 63 60 75 Mod V Good 9 9 7.0 9.5 10.0 9.6 9.0 10.0 10.0 10.0 9.9 10.0509 4980 10 LAKESHORE DR E MAIN ST VETERANS WAY 18.3 89 82 1,718 83 64 60 77 Mod V Good 10 7 5.7 10.0 9.2 9.1 10.0 10.0 10.0 9.9 9.8 10.0511 4980 20 LAKESHORE DR E VETERANS WAY FRONT ST 18.3 165 151 3,167 87 68 60 81 Mod V Good 11 2 4.2 10.0 9.9 9.6 10.0 10.0 10.0 9.1 9.8 10.013 4990 10 LAKESHORE DR W RIVERSIDE DR POWER ST 13.6 328 223 4,685 75 63 60 71 Mod V Good 4 21 3.8 10.0 8.2 9.6 9.2 10.0 10.0 10.0 10.0 10.040 5000 10 LAKESHORE DR W POWER ST WINNIPEG ST 13.8 630 435 9,128 50 48 60 49 Mod Marginal 30 20 5.9 8.2 8.4 8.8 9.2 10.0 9.9 10.0 9.9 10.0

499 5010 10 LAKESHORE DR W WINNIPEG ST MARTIN ST 13.8 129 89 1,875 64 36 80 55 Strng Fair 13 22 10.6 10.0 8.3 8.9 9.0 10.0 9.7 10.0 9.8 10.0372 5020 10 LAKESHORE DR W MARTIN ST MAIN ST 18.6 86 80 1,676 72 49 60 64 Mod Good 17 11 6.6 8.8 9.5 9.5 9.3 10.0 10.0 10.0 9.8 10.0915 5040 10 LAKESIDE CRT SW END LAKESIDE RD 13.1 49 32 667 77 57 60 71 Mod V Good 16 7 8.3 10.0 9.5 8.8 9.8 10.0 10.0 9.5 9.8 10.0

917.1 5060 10 LAKESIDE RD HOLDEN RD 365m S/O HOLDEN RD 10.0 366 183 3,839 45 67 60 52 Mod Fair 33 22 3.5 9.4 7.6 8.5 10.0 10.0 10.0 8.4 9.5 10.0917.2 5060 20 LAKESIDE RD 365m S/O HOLDEN RD SOUTH END 10.0 360 180 3,775 99 90 92 95 Strng Excellent 1 0 2.4 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0918 5060 20 LAKESIDE RD HOLDEN RD SMYTHE DR 11.3 19 11 228 26 31 74 39 Mod Poor 50 24 9.4 8.5 7.1 6.9 10.0 10.0 10.0 9.4 9.9 10.0919 5060 30 LAKESIDE RD SMYTHE DR LAKESIDE CRT 11.3 90 51 1,072 55 57 80 62 Strng Good 21 24 4.5 8.9 7.1 9.3 10.0 10.0 10.0 9.5 9.9 10.0920 5060 40 LAKESIDE RD LAKESIDE CRT DE RENZY PL 11.3 163 92 1,930 42 71 80 59 Strng Fair 38 19 3.0 8.9 7.6 7.8 10.0 10.0 10.0 9.2 10.0 10.044 5060 50 LAKESIDE RD DE RENZY PL FINNERTY RD 11.3 1,926 1,089 22,866 60 67 86 68 Strng Good 30 10 3.5 8.4 8.8 9.0 9.9 10.0 10.0 9.4 10.0 10.0

913 5060 60 LAKESIDE RD FINNERTY RD BRANTFORD AVE 11.3 541 306 6,422 63 69 86 70 Strng Good 20 17 3.3 8.8 8.2 9.8 9.6 10.0 10.0 9.1 10.0 10.051 5060 70 LAKESIDE RD BRANTFORD AVE SOUTH MAIN ST 14.5 78 56 1,184 69 55 85 70 Strng Good 17 13 4.8 10.0 8.4 8.6 10.0 10.0 10.0 9.6 9.9 10.0

432 5080 10 LAKEVIEW ST WESTMINSTER AVE E HEALES AVE 10.0 81 41 852 77 57 60 70 Mod V Good 22 2 5.4 10.0 9.9 8.8 10.0 9.1 10.0 9.3 9.8 10.0426 5080 20 LAKEVIEW ST HEALES AVE ALEXANDER AVE 10.0 82 41 859 68 53 60 63 Mod Good 31 1 5.1 10.0 10.0 7.9 10.0 9.1 10.0 9.2 9.8 10.0422 5080 30 LAKEVIEW ST ALEXANDER AVE CHURCHILL AVE 10.0 28 14 297 98 89 60 95 Mod Excellent 1 2 8.6 10.0 10.0 10.0 10.0 10.0 10.0 9.9 9.7 10.0

1121 5090 10 LATIMER ST WOODRUFF AVE ECKHARDT AVE W 9.0 104 47 985 98 89 60 95 Mod Excellent 2 0 3.4 10.0 10.0 10.0 10.0 9.6 10.0 10.0 10.0 10.0148 5100 10 LATIMER ST ECKHARDT AVE W ORCHARD AVE 9.0 237 106 2,235 93 81 60 89 Mod Excellent 5 2 5.2 10.0 10.0 10.0 10.0 9.4 10.0 9.9 9.7 9.8225 5110 10 LAUREL PL PINEVIEW RD LAUREL PL 10.4 71 37 770 89 69 60 82 Mod V Good 8 3 7.8 10.0 9.8 10.0 10.0 8.7 10.0 9.7 9.7 10.0

10225 5110 20 LAUREL PL LAUREL PL EAST END 14.3 46 33 685 89 70 60 82 Mod V Good 5 6 11.8 10.0 9.4 10.0 10.0 9.1 10.0 9.8 9.8 10.0226 5110 30 LAUREL PL LAUREL PL NE END 20.0 17 17 354 84 65 60 77 Mod V Good 15 2 18.9 10.0 9.9 8.9 10.0 10.0 10.0 9.5 9.8 10.0

1063 5130 10 LAWRENCE LAWRENCE AVE WELLINGTON ST 11.5 51 29 612 50 40 68 52 Mod Fair 49 1 7.3 10.0 10.0 7.4 10.0 9.4 10.0 7.4 9.8 10.01062 5130 20 LAWRENCE WELLINGTON ST BASHAM CRT 11.4 56 32 667 72 51 79 69 Strng Good 25 3 5.3 10.0 9.7 9.3 10.0 9.6 10.0 8.0 9.8 10.01061 5130 30 LAWRENCE BASHAM CRT CANYON CRT 10.6 73 38 808 69 47 67 63 Mod Good 21 10 6.0 10.0 8.9 9.2 10.0 9.5 10.0 8.7 9.9 10.01060 5130 40 LAWRENCE CANYON CRT LAWRENCE PL 11.5 19 11 232 42 52 76 53 Strng Fair 37 20 5.2 8.4 7.5 8.9 10.0 9.5 10.0 8.8 9.9 10.01059 5130 50 LAWRENCE LAWRENCE PL HOLDEN RD 11.4 39 22 466 54 59 75 60 Strng Good 30 16 4.3 9.0 8.1 9.1 10.0 9.7 10.0 8.8 9.9 10.01074 5140 10 LAWRENCE AVE DUNCAN AVE E LAWRENCE 11.2 144 81 1,693 73 52 81 70 Strng Good 22 4 5.3 10.0 9.6 10.0 10.0 9.2 10.0 7.7 9.7 10.0

Page 71: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 22 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

943 4810 20 KENSINGTON ST NELSON AVE NW END 10.6 130 69 1,449959 4820 10 KILLARNEY ST EDGEWOOD DR MUNICIPAL AVE 10.7 149 80 1,672822 4820 20 KILLARNEY ST MUNICIPAL AVE TORONTO AVE 10.7 92 49 1,034827 4820 30 KILLARNEY ST TORONTO AVE PENTICTON AVE 10.7 111 59 1,241788 4830 10 KILLARNEY ST PENTICTON AVE NELSON AVE 10.7 173 93 1,943784 4830 20 KILLARNEY ST NELSON AVE FORESTBROOK DR 10.7 271 145 3,042789 4840 10 KILWINNING ST EDGEWOOD DR MUNICIPAL AVE 10.7 121 65 1,357962 4840 20 KILWINNING ST MUNICIPAL AVE PENTICTON AVE 10.7 200 107 2,245956 4850 10 KILWINNING ST PENTICTON AVE NELSON AVE 10.7 175 94 1,970786 4850 20 KILWINNING ST NELSON AVE FORESTBROOK DR 10.7 261 139 2,928796 4860 10 KING ST DUNCAN AVE E MUNICIPAL AVE 8.9 144 64 1,346820 4860 20 KING ST MUNICIPAL AVE TORONTO AVE 11.3 90 51 1,065821 4860 30 KING ST TORONTO AVE PENTICTON AVE 11.3 84 48 1,001823 4870 10 KING ST PENTICTON AVE NELSON AVE 11.3 196 111 2,325797 4870 20 KING ST NELSON AVE FORESTBROOK DR 11.3 271 153 3,21486 4880 10 KINNEY AVE WEST END BASKIN ST 9.5 81 39 809

1136 4890 10 KINNEY AVE BASKIN ST McGRAW ST 12.1 285 172 3,61768 4900 10 KINNEY AVE McGRAW ST ATKINSON ST 12.1 285 172 3,617

653 4910 10 KINNEY AVE ATKINSON ST McKENZIE ST 12.1 92 56 1,167871 4910 20 KINNEY AVE McKENZIE ST SKAHA LAKE RD 13.3 144 96 2,010120 4920 10 KINNEY AVE SKAHA LAKE RD SOUTH MAIN ST 10.2 68 35 72767 4940 10 KIRKPATRICK AVE McGRAW ST McKENZIE ST 9.0 331 149 3,128

270 4950 10 KRUGER PL JOHNSON RD NORTH END 11.1 93 52 1,088222 4960 10 LAIRD PL GREENWOOD DR NORTH END 20.0 24 24 497509 4980 10 LAKESHORE DR E MAIN ST VETERANS WAY 18.3 89 82 1,718511 4980 20 LAKESHORE DR E VETERANS WAY FRONT ST 18.3 165 151 3,16713 4990 10 LAKESHORE DR W RIVERSIDE DR POWER ST 13.6 328 223 4,68540 5000 10 LAKESHORE DR W POWER ST WINNIPEG ST 13.8 630 435 9,128499 5010 10 LAKESHORE DR W WINNIPEG ST MARTIN ST 13.8 129 89 1,875372 5020 10 LAKESHORE DR W MARTIN ST MAIN ST 18.6 86 80 1,676915 5040 10 LAKESIDE CRT SW END LAKESIDE RD 13.1 49 32 667

917.1 5060 10 LAKESIDE RD HOLDEN RD 365m S/O HOLDEN RD 10.0 366 183 3,839917.2 5060 20 LAKESIDE RD 365m S/O HOLDEN RD SOUTH END 10.0 360 180 3,775918 5060 20 LAKESIDE RD HOLDEN RD SMYTHE DR 11.3 19 11 228919 5060 30 LAKESIDE RD SMYTHE DR LAKESIDE CRT 11.3 90 51 1,072920 5060 40 LAKESIDE RD LAKESIDE CRT DE RENZY PL 11.3 163 92 1,93044 5060 50 LAKESIDE RD DE RENZY PL FINNERTY RD 11.3 1,926 1,089 22,866

913 5060 60 LAKESIDE RD FINNERTY RD BRANTFORD AVE 11.3 541 306 6,42251 5060 70 LAKESIDE RD BRANTFORD AVE SOUTH MAIN ST 14.5 78 56 1,184

432 5080 10 LAKEVIEW ST WESTMINSTER AVE E HEALES AVE 10.0 81 41 852426 5080 20 LAKEVIEW ST HEALES AVE ALEXANDER AVE 10.0 82 41 859422 5080 30 LAKEVIEW ST ALEXANDER AVE CHURCHILL AVE 10.0 28 14 2971121 5090 10 LATIMER ST WOODRUFF AVE ECKHARDT AVE W 9.0 104 47 985148 5100 10 LATIMER ST ECKHARDT AVE W ORCHARD AVE 9.0 237 106 2,235225 5110 10 LAUREL PL PINEVIEW RD LAUREL PL 10.4 71 37 770

10225 5110 20 LAUREL PL LAUREL PL EAST END 14.3 46 33 685226 5110 30 LAUREL PL LAUREL PL NE END 20.0 17 17 354

1063 5130 10 LAWRENCE LAWRENCE AVE WELLINGTON ST 11.5 51 29 6121062 5130 20 LAWRENCE WELLINGTON ST BASHAM CRT 11.4 56 32 6671061 5130 30 LAWRENCE BASHAM CRT CANYON CRT 10.6 73 38 8081060 5130 40 LAWRENCE CANYON CRT LAWRENCE PL 11.5 19 11 2321059 5130 50 LAWRENCE LAWRENCE PL HOLDEN RD 11.4 39 22 4661074 5140 10 LAWRENCE AVE DUNCAN AVE E LAWRENCE 11.2 144 81 1,693

Project Summary

Proj

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Proj

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(m2)

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3990 3990 - KENSINGTON ST 308 3,430 74 V Good 2 54000 4000 - KILLARNEY ST 351 3,947 69 Good 2 54000 4000 - KILLARNEY ST 351 3,947 69 Good 2 54000 4000 - KILLARNEY ST 351 3,947 69 Good 2 54010 4010 - KILLARNEY ST 444 4,986 73 V Good 2 54010 4010 - KILLARNEY ST 444 4,986 73 V Good 2 54020 4020 - KILWINNING ST 321 3,602 62 Good 2 54020 4020 - KILWINNING ST 321 3,602 62 Good 2 54030 4030 - KILWINNING ST 436 4,899 59 Fair 2 54030 4030 - KILWINNING ST 436 4,899 59 Fair 2 54040 4040 - KING ST 318 3,413 75 V Good 2 54040 4040 - KING ST 318 3,413 75 V Good 2 54040 4040 - KING ST 318 3,413 75 V Good 2 54050 4050 - KING ST 466 5,538 89 Excellent 2 54050 4050 - KING ST 466 5,538 89 Excellent 2 54060 4060 - KINNEY AVE 81 809 66 Good 2 54070 4070 - KINNEY AVE 285 3,617 53 Fair 1 34080 4080 - KINNEY AVE 285 3,617 74 V Good 3 34090 4090 - KINNEY AVE 236 3,177 74 V Good 3 24090 4090 - KINNEY AVE 236 3,177 74 V Good 3 24100 4100 - KINNEY AVE 68 727 69 Good 2 24110 4110 - KIRKPATRICK AVE 331 3,128 87 Excellent 2 54120 4120 - KRUGER PL 93 1,088 69 Good 2 54130 4130 - LAIRD PL 24 497 75 V Good 2 54140 4140 - LAKESHORE DR E 254 4,885 79 V Good 2 24140 4140 - LAKESHORE DR E 254 4,885 79 V Good 2 24150 4150 - LAKESHORE DR W 328 4,685 71 V Good 2 24160 4160 - LAKESHORE DR W 630 9,128 49 Marginal 2 24170 4170 - LAKESHORE DR W 129 1,875 55 Fair 3 24180 4180 - LAKESHORE DR W 86 1,676 64 Good 2 24190 4190 - LAKESIDE CRT 49 667 70 V Good 2 64200 4200 - LAKESIDE RD 366 3,839 52 Fair 2 44210 4210 - LAKESIDE RD 360 3,775 94 Excellent 3 44220 4220 - LAKESIDE RD 272 3,231 58 Fair 3 44220 4220 - LAKESIDE RD 272 3,231 58 Fair 3 44220 4220 - LAKESIDE RD 272 3,231 58 Fair 3 44230 4230 - LAKESIDE RD 1,926 22,866 67 Good 3 44240 4240 - LAKESIDE RD 619 7,606 70 Good 3 44240 4240 - LAKESIDE RD 619 7,606 70 Good 3 44250 4250 - LAKEVIEW ST 163 1,710 66 Good 2 54250 4250 - LAKEVIEW ST 163 1,710 66 Good 2 54260 4260 - LAKEVIEW ST 28 297 94 Excellent 2 54270 4270 - LATIMER ST 104 985 95 Excellent 2 54280 4280 - LATIMER ST 237 2,235 89 Excellent 2 54290 4290 - LAUREL PL 133 1,809 81 V Good 2 54290 4290 - LAUREL PL 133 1,809 81 V Good 2 54290 4290 - LAUREL PL 133 1,809 81 V Good 2 54300 4300 - LAWRENCE 237 2,786 60 Good 2 34300 4300 - LAWRENCE 237 2,786 60 Good 2 34300 4300 - LAWRENCE 237 2,786 60 Good 2 34300 4300 - LAWRENCE 237 2,786 60 Good 2 34300 4300 - LAWRENCE 237 2,786 60 Good 2 34310 4310 - LAWRENCE AVE 144 1,693 69 Good 3 3

Page 72: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 23 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

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From

Str

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To S

tree

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Pave

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311 5160 10 LAWRENCE PL SOUTH END LAWRENCE 14.3 54 39 812 96 87 60 93 Mod Excellent 3 1 9.9 10.0 10.0 10.0 10.0 10.0 10.0 9.7 9.7 10.0910 5170 10 LEE AVE SKAHA LAKE RD PARKVIEW ST 12.3 34 21 443 79 60 60 72 Mod V Good 18 4 6.1 10.0 9.7 8.5 10.0 9.4 10.0 10.0 9.7 10.0

1140 5170 20 LEE AVE PARKVIEW ST CYPRESS AVE 9.7 419 203 4,261 86 67 60 80 Mod V Good 7 7 4.1 10.0 9.3 10.0 10.0 9.8 10.0 9.2 9.8 10.01138 5170 30 LEE AVE CYPRESS AVE SOUTH MAIN ST 9.4 171 80 1,687 81 62 60 75 Mod V Good 14 5 4.7 10.0 9.5 9.3 10.0 10.0 10.0 9.1 9.8 10.0141 5180 10 LEIR ST CARMI AVE DUNCAN AVE E 10.7 205 110 2,301 86 67 60 79 Mod V Good 0 14 6.7 10.0 9.3 10.0 9.1 10.0 10.0 10.0 9.8 10.0809 5190 10 LEIR ST DUNCAN AVE E MUNICIPAL AVE 10.7 150 80 1,686 96 87 60 93 Mod Excellent 2 2 5.9 10.0 10.0 10.0 9.9 9.6 10.0 10.0 9.7 10.0301 5210 10 LINDSAY RD SOUTH END PEARSON RD 3.1 170 26 554 80 61 60 73 Mod V Good 17 3 8.8 10.0 9.7 10.0 10.0 6.3 10.0 10.0 9.8 10.0350 5220 10 LOCHORE RD SOUTH END EVANS AVE 4.0 67 13 282 99 90 60 96 Mod Excellent 0 2 7.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0

10350 5220 20 LOCHORE RD EVANS AVE DAVENPORT AVE 4.7 465 109 2,290 93 78 60 88 Mod Excellent 7 0 2.7 10.0 10.0 9.7 10.0 9.0 10.0 10.0 10.0 10.0706 5240 10 LOWER BENCH RD VANCOUVER AVE GRANDVIEW ST 9.0 132 59 1,243 97 89 86 92 Strng Excellent 3 0 3.5 10.0 10.0 10.0 10.0 9.7 9.8 10.0 10.0 10.0707 5250 10 LOWER BENCH RD GRANDVIEW ST BANKVIEW RD 9.2 74 34 715 95 84 85 90 Strng Excellent 0 5 3.7 10.0 9.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0705 5250 20 LOWER BENCH RD BANKVIEW RD BANKVIEW RD 9.2 206 95 1,988 98 89 93 95 Strng Excellent 0 2 3.1 10.0 9.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0340 5260 10 LOWER BENCH RD BANKVIEW RD TUPPER AVE 9.6 396 190 3,996 99 90 60 96 Mod Excellent 1 0 2.7 10.0 10.0 10.0 10.0 10.0 9.8 10.0 10.0 10.0382 5270 10 LOWER BENCH RD TUPPER AVE CORBISHLEY AVE 5.8 1,417 410 8,616 78 73 30 77 Weak V Good 21 0 2.8 9.8 10.0 8.9 10.0 8.5 9.9 9.9 10.0 10.0714 5290 10 LOWER TOWNLEY ST GWYER ST GUERNSEY AVE 7.0 387 136 2,849 90 70 60 83 Mod V Good 8 2 4.8 9.5 10.0 10.0 9.9 9.2 10.0 10.0 9.8 10.0275 5300 10 LYON ST DEBECK RD MATSON AVE 9.8 104 51 1,076 97 88 60 94 Mod Excellent 3 0 3.5 10.0 10.0 10.0 10.0 9.3 10.0 10.0 10.0 10.0228 5320 10 MacCLEAVE AVE HALIFAX ST CARMI DR 11.4 112 64 1,338 92 78 86 87 Strng Excellent 0 8 3.4 10.0 9.4 10.0 9.6 10.0 10.0 10.0 10.0 10.0985 5320 20 MacCLEAVE AVE CARMI DR DARTMOUTH ST 11.4 88 50 1,057 93 79 84 87 Strng Excellent 0 7 2.4 10.0 9.9 10.0 9.2 10.0 10.0 10.0 10.0 10.0990 5320 30 MacCLEAVE AVE DARTMOUTH ST MONTREAL ST 11.4 115 65 1,374 84 66 84 80 Strng V Good 2 14 4.9 10.0 8.5 10.0 9.9 9.7 10.0 10.0 9.7 10.0987 5320 40 MacCLEAVE AVE MONTREAL ST WOODLANDS DR 11.4 79 45 949 78 60 75 73 Mod V Good 2 20 4.2 10.0 7.9 10.0 9.7 10.0 10.0 9.8 9.8 10.0993 5320 50 MacCLEAVE AVE WOODLANDS DR STEWARD PL 11.5 77 44 926 87 86 84 86 Strng Excellent 5 8 2.0 10.0 9.0 10.0 10.0 8.8 10.0 10.0 10.0 10.0994 5320 60 MacCLEAVE AVE STEWARD PL DUNANT CRES 11.2 45 25 528 88 69 84 82 Strng V Good 0 12 3.4 10.0 8.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0

1002 5320 70 MacCLEAVE AVE DUNANT CRES MacCLEAVE CRT 11.2 55 31 644 88 74 80 82 Strng V Good 1 11 2.8 10.0 8.6 10.0 10.0 10.0 10.0 9.8 10.0 10.01000 5320 80 MacCLEAVE AVE MacCLEAVE CRT PINE ST 11.2 166 93 1,951 81 71 83 79 Strng V Good 4 15 3.0 10.0 8.1 9.8 10.0 10.0 10.0 9.7 10.0 10.0996 5320 90 MacCLEAVE AVE PINE ST DUNANT CRES 11.0 93 51 1,080 67 46 42 56 Weak Fair 19 13 6.2 9.4 8.9 9.0 9.6 9.7 9.9 9.8 9.9 10.01004 5320 100 MacCLEAVE AVE DUNANT CRES CREIGHTON CRES 11.0 113 62 1,310 90 71 78 82 Strng V Good 1 9 5.9 10.0 9.4 10.0 9.6 10.0 10.0 9.9 9.8 10.01070 5320 110 MacCLEAVE AVE CREIGHTON CRES CREIGHTON CRES 11.6 91 53 1,113 88 69 78 81 Strng V Good 2 10 5.1 10.0 8.9 10.0 10.0 9.8 9.9 10.0 9.8 10.01069 5320 120 MacCLEAVE AVE CREIGHTON CRES COLUMBIA ST 11.5 89 51 1,073 90 70 65 79 Mod V Good 9 2 7.0 10.0 10.0 9.5 10.0 10.0 10.0 9.6 9.8 10.0240 5340 10 MacCLEAVE CRT MacCLEAVE AVE NORTH END 11.4 97 56 1,170 87 68 60 80 Mod V Good 0 13 7.9 10.0 8.5 10.0 10.0 10.0 10.0 10.0 9.7 10.0734 5350 10 MacDONALD PL WEST END MacDONALD ST 14.6 54 39 823 88 70 60 82 Mod V Good 10 1 3.2 10.0 9.8 9.4 10.0 9.6 10.0 9.7 10.0 10.0740 5360 10 MacDONALD ST SOUTH END BARRINGTON AVE 12.7 71 45 949 82 64 60 76 Mod V Good 14 4 7.2 10.0 9.7 9.3 10.0 10.0 10.0 9.2 9.8 10.0735 5360 20 MacDONALD ST BARRINGTON AVE MacDONALD PL 9.0 87 39 825 83 64 60 76 Mod V Good 11 7 4.7 10.0 9.3 10.0 10.0 10.0 10.0 8.7 9.8 10.0732 5360 30 MacDONALD ST MacDONALD PL WESTMINSTER AVE E 8.7 89 39 809 100 90 60 96 Mod Excellent 0 0 2.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0731 5370 10 MacDONALD ST WESTMINSTER AVE E McCAULEY PL 10.0 90 45 947 76 57 60 70 Mod Good 23 1 4.5 10.0 10.0 7.7 10.0 10.0 10.0 10.0 9.7 10.0728 5370 20 MacDONALD ST McCAULEY PL NORTH END 10.2 46 24 498 81 62 60 74 Mod V Good 16 3 4.6 10.0 9.7 8.6 10.0 10.0 10.0 9.7 9.8 10.0332 5390 10 MAIN ST SKAHA LAKE RD Mc DOUGALL AVE 18.2 114 104 2,177 48 67 85 62 Strng Good 46 6 3.4 7.0 9.3 9.2 10.0 10.0 10.0 8.8 10.0 10.0331 5390 20 MAIN ST Mc DOUGALL AVE WARREN AVE E 18.2 192 175 3,672 43 62 79 57 Strng Fair 49 8 3.9 6.8 9.0 9.0 10.0 9.9 10.0 9.0 10.0 10.0850 5390 30 MAIN ST WARREN AVE E OKANAGAN AVE W 17.4 217 189 3,967 45 65 83 60 Strng Fair 45 10 3.6 7.7 8.8 8.6 10.0 9.6 10.0 9.0 10.0 10.0852 5390 40 MAIN ST OKANAGAN AVE W ROSETOWN AVE 12.7 142 90 1,892 30 41 85 47 Strng Marginal 53 17 7.1 6.2 8.0 9.3 10.0 9.5 10.0 9.1 9.9 10.0330 5390 50 MAIN ST ROSETOWN AVE INDUSTRIAL AVE E 13.0 230 150 3,142 32 56 75 49 Mod Marginal 55 13 4.6 6.3 8.4 8.7 10.0 9.7 10.0 9.5 9.9 10.0630 5390 60 MAIN ST INDUSTRIAL AVE E GRANBY AVE 12.0 180 108 2,274 98 89 82 92 Strng Excellent 0 2 4.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0628 5390 70 MAIN ST GRANBY AVE CARMI AVE 12.2 57 35 731 91 72 83 84 Strng V Good 8 1 4.3 9.4 10.0 10.0 10.0 10.0 10.0 9.6 9.8 10.0629 5390 80 MAIN ST CARMI AVE DUNCAN AVE E 16.1 113 91 1,913 60 51 83 63 Strng Good 38 2 5.3 6.2 9.9 10.0 10.0 10.0 10.0 9.7 9.7 10.0632 5390 90 MAIN ST DUNCAN AVE E MANOR PARK AVE 17.4 95 83 1,738 68 52 84 68 Strng Good 29 3 5.2 7.7 9.7 9.5 10.0 9.6 10.0 10.0 9.8 10.0610 5390 100 MAIN ST MANOR PARK AVE CALGARY AVE 15.2 142 108 2,274 99 90 80 92 Strng Excellent 0 1 4.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0326 5390 110 MAIN ST CALGARY AVE PENTICTON AVE 12.0 95 57 1,194 100 90 78 92 Strng Excellent 0 0 3.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0608 5390 120 MAIN ST PENTICTON AVE EDNA AVE 12.4 90 56 1,169 93 79 75 85 Strng Excellent 6 1 4.4 9.4 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0606 5390 130 MAIN ST EDNA AVE PRESTON AVE 12.0 78 47 980 62 66 90 70 Strng Good 35 3 3.5 8.0 9.9 9.1 9.7 10.0 10.0 9.2 10.0 10.0325 5390 140 MAIN ST PRESTON AVE EDMONTON AVE 12.0 139 84 1,759 62 63 85 68 Strng Good 25 12 3.9 8.8 9.1 9.4 9.4 10.0 10.0 9.1 10.0 9.9586 5390 150 MAIN ST EDMONTON AVE JERMYN AVE 12.8 185 118 2,482 54 59 75 61 Strng Good 39 7 4.3 6.8 9.6 9.7 9.7 9.8 10.0 9.3 9.8 10.0157 5400 10 MAIN ST JERMYN AVE FAIRVIEW RD 8.2 165 67 1,417 43 65 84 59 Strng Fair 46 12 3.6 6.1 8.5 9.5 10.0 10.0 10.0 9.5 10.0 10.0580 5400 20 MAIN ST FAIRVIEW RD ECKHARDT AVE W 15.8 74 59 1,229 30 65 84 52 Strng Fair 69 1 3.6 4.2 9.9 9.3 10.0 10.0 10.0 9.2 10.0 10.0324 5410 10 MAIN ST ECKHARDT AVE W WHITE AVE W 14.8 159 118 2,472 33 52 84 50 Strng Fair 52 15 5.3 5.7 8.2 9.5 10.0 10.0 10.0 9.2 9.9 10.0

Page 73: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 24 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

311 5160 10 LAWRENCE PL SOUTH END LAWRENCE 14.3 54 39 812910 5170 10 LEE AVE SKAHA LAKE RD PARKVIEW ST 12.3 34 21 443

1140 5170 20 LEE AVE PARKVIEW ST CYPRESS AVE 9.7 419 203 4,2611138 5170 30 LEE AVE CYPRESS AVE SOUTH MAIN ST 9.4 171 80 1,687141 5180 10 LEIR ST CARMI AVE DUNCAN AVE E 10.7 205 110 2,301809 5190 10 LEIR ST DUNCAN AVE E MUNICIPAL AVE 10.7 150 80 1,686301 5210 10 LINDSAY RD SOUTH END PEARSON RD 3.1 170 26 554350 5220 10 LOCHORE RD SOUTH END EVANS AVE 4.0 67 13 282

10350 5220 20 LOCHORE RD EVANS AVE DAVENPORT AVE 4.7 465 109 2,290706 5240 10 LOWER BENCH RD VANCOUVER AVE GRANDVIEW ST 9.0 132 59 1,243707 5250 10 LOWER BENCH RD GRANDVIEW ST BANKVIEW RD 9.2 74 34 715705 5250 20 LOWER BENCH RD BANKVIEW RD BANKVIEW RD 9.2 206 95 1,988340 5260 10 LOWER BENCH RD BANKVIEW RD TUPPER AVE 9.6 396 190 3,996382 5270 10 LOWER BENCH RD TUPPER AVE CORBISHLEY AVE 5.8 1,417 410 8,616714 5290 10 LOWER TOWNLEY ST GWYER ST GUERNSEY AVE 7.0 387 136 2,849275 5300 10 LYON ST DEBECK RD MATSON AVE 9.8 104 51 1,076228 5320 10 MacCLEAVE AVE HALIFAX ST CARMI DR 11.4 112 64 1,338985 5320 20 MacCLEAVE AVE CARMI DR DARTMOUTH ST 11.4 88 50 1,057990 5320 30 MacCLEAVE AVE DARTMOUTH ST MONTREAL ST 11.4 115 65 1,374987 5320 40 MacCLEAVE AVE MONTREAL ST WOODLANDS DR 11.4 79 45 949993 5320 50 MacCLEAVE AVE WOODLANDS DR STEWARD PL 11.5 77 44 926994 5320 60 MacCLEAVE AVE STEWARD PL DUNANT CRES 11.2 45 25 528

1002 5320 70 MacCLEAVE AVE DUNANT CRES MacCLEAVE CRT 11.2 55 31 6441000 5320 80 MacCLEAVE AVE MacCLEAVE CRT PINE ST 11.2 166 93 1,951996 5320 90 MacCLEAVE AVE PINE ST DUNANT CRES 11.0 93 51 1,080

1004 5320 100 MacCLEAVE AVE DUNANT CRES CREIGHTON CRES 11.0 113 62 1,3101070 5320 110 MacCLEAVE AVE CREIGHTON CRES CREIGHTON CRES 11.6 91 53 1,1131069 5320 120 MacCLEAVE AVE CREIGHTON CRES COLUMBIA ST 11.5 89 51 1,073240 5340 10 MacCLEAVE CRT MacCLEAVE AVE NORTH END 11.4 97 56 1,170734 5350 10 MacDONALD PL WEST END MacDONALD ST 14.6 54 39 823740 5360 10 MacDONALD ST SOUTH END BARRINGTON AVE 12.7 71 45 949735 5360 20 MacDONALD ST BARRINGTON AVE MacDONALD PL 9.0 87 39 825732 5360 30 MacDONALD ST MacDONALD PL WESTMINSTER AVE E 8.7 89 39 809731 5370 10 MacDONALD ST WESTMINSTER AVE E McCAULEY PL 10.0 90 45 947728 5370 20 MacDONALD ST McCAULEY PL NORTH END 10.2 46 24 498332 5390 10 MAIN ST SKAHA LAKE RD Mc DOUGALL AVE 18.2 114 104 2,177331 5390 20 MAIN ST Mc DOUGALL AVE WARREN AVE E 18.2 192 175 3,672850 5390 30 MAIN ST WARREN AVE E OKANAGAN AVE W 17.4 217 189 3,967852 5390 40 MAIN ST OKANAGAN AVE W ROSETOWN AVE 12.7 142 90 1,892330 5390 50 MAIN ST ROSETOWN AVE INDUSTRIAL AVE E 13.0 230 150 3,142630 5390 60 MAIN ST INDUSTRIAL AVE E GRANBY AVE 12.0 180 108 2,274628 5390 70 MAIN ST GRANBY AVE CARMI AVE 12.2 57 35 731629 5390 80 MAIN ST CARMI AVE DUNCAN AVE E 16.1 113 91 1,913632 5390 90 MAIN ST DUNCAN AVE E MANOR PARK AVE 17.4 95 83 1,738610 5390 100 MAIN ST MANOR PARK AVE CALGARY AVE 15.2 142 108 2,274326 5390 110 MAIN ST CALGARY AVE PENTICTON AVE 12.0 95 57 1,194608 5390 120 MAIN ST PENTICTON AVE EDNA AVE 12.4 90 56 1,169606 5390 130 MAIN ST EDNA AVE PRESTON AVE 12.0 78 47 980325 5390 140 MAIN ST PRESTON AVE EDMONTON AVE 12.0 139 84 1,759586 5390 150 MAIN ST EDMONTON AVE JERMYN AVE 12.8 185 118 2,482157 5400 10 MAIN ST JERMYN AVE FAIRVIEW RD 8.2 165 67 1,417580 5400 20 MAIN ST FAIRVIEW RD ECKHARDT AVE W 15.8 74 59 1,229324 5410 10 MAIN ST ECKHARDT AVE W WHITE AVE W 14.8 159 118 2,472

Project Summary

Proj

ect I

D

Proj

ect D

escr

iptio

n

Proj

ect L

engt

h (m

)

Proj

ect A

rea

(m2)

Proj

ect C

urre

nt P

CI

Proj

ect C

ondi

tion

Rat

ing

Proj

ect S

tren

gth

Cod

e

Proj

ect F

unC

l Cod

e

4320 4320 - LAWRENCE PL 54 812 92 Excellent 2 54330 4330 - LEE AVE 624 6,391 78 V Good 2 54330 4330 - LEE AVE 624 6,391 78 V Good 2 54330 4330 - LEE AVE 624 6,391 78 V Good 2 54340 4340 - LEIR ST 205 2,301 79 V Good 2 54350 4350 - LEIR ST 150 1,686 92 Excellent 2 54360 4360 - LINDSAY RD 170 554 73 V Good 2 64370 4370 - LOCHORE RD 532 2,571 88 Excellent 2 64370 4370 - LOCHORE RD 532 2,571 88 Excellent 2 64380 4380 - LOWER BENCH RD 132 1,243 92 Excellent 3 34390 4390 - LOWER BENCH RD 280 2,703 93 Excellent 3 34390 4390 - LOWER BENCH RD 280 2,703 93 Excellent 3 34400 4400 - LOWER BENCH RD 396 3,996 95 Excellent 2 44410 4410 - LOWER BENCH RD 1,417 8,616 76 V Good 1 64420 4420 - LOWER TOWNLEY ST 387 2,849 83 V Good 2 54430 4430 - LYON ST 104 1,076 94 Excellent 2 54440 4440 - MacCLEAVE AVE 737 8,767 82 V Good 3 34440 4440 - MacCLEAVE AVE 737 8,767 82 V Good 3 34440 4440 - MacCLEAVE AVE 737 8,767 82 V Good 3 34440 4440 - MacCLEAVE AVE 737 8,767 82 V Good 3 34440 4440 - MacCLEAVE AVE 737 8,767 82 V Good 3 34440 4440 - MacCLEAVE AVE 737 8,767 82 V Good 3 34440 4440 - MacCLEAVE AVE 737 8,767 82 V Good 3 34440 4440 - MacCLEAVE AVE 737 8,767 82 V Good 3 34450 4450 - MacCLEAVE AVE 93 1,080 55 Fair 1 34460 4460 - MacCLEAVE AVE 294 3,496 81 V Good 3 34460 4460 - MacCLEAVE AVE 294 3,496 81 V Good 3 34460 4460 - MacCLEAVE AVE 294 3,496 81 V Good 3 34470 4470 - MacCLEAVE CRT 97 1,170 80 V Good 2 54480 4480 - MacDONALD PL 54 823 82 V Good 2 54490 4490 - MacDONALD ST 247 2,583 82 V Good 2 54490 4490 - MacDONALD ST 247 2,583 82 V Good 2 54490 4490 - MacDONALD ST 247 2,583 82 V Good 2 54500 4500 - MacDONALD ST 137 1,446 71 V Good 2 54500 4500 - MacDONALD ST 137 1,446 71 V Good 2 54510 4510 - MAIN ST 895 14,850 55 Fair 3 14510 4510 - MAIN ST 895 14,850 55 Fair 3 14510 4510 - MAIN ST 895 14,850 55 Fair 3 14510 4510 - MAIN ST 895 14,850 55 Fair 3 14510 4510 - MAIN ST 895 14,850 55 Fair 3 14520 4520 - MAIN ST 237 3,005 90 Excellent 3 14520 4520 - MAIN ST 237 3,005 90 Excellent 3 14530 4530 - MAIN ST 208 3,651 65 Good 3 14530 4530 - MAIN ST 208 3,651 65 Good 3 14540 4540 - MAIN ST 327 4,638 90 Excellent 3 14540 4540 - MAIN ST 327 4,638 90 Excellent 3 14540 4540 - MAIN ST 327 4,638 90 Excellent 3 14550 4550 - MAIN ST 402 5,221 65 Good 3 14550 4550 - MAIN ST 402 5,221 65 Good 3 14550 4550 - MAIN ST 402 5,221 65 Good 3 14560 4560 - MAIN ST 239 2,646 55 Fair 3 14560 4560 - MAIN ST 239 2,646 55 Fair 3 14570 4570 - MAIN ST 488 7,498 47 Marginal 3 2

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 25 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

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From

Str

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Dis

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(SD

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542 5410 20 MAIN ST WHITE AVE W PADMORE AVE W 14.8 164 122 2,556 32 59 86 52 Strng Fair 55 14 4.3 5.5 8.4 9.4 10.0 9.9 10.0 9.3 9.9 10.0537 5410 30 MAIN ST PADMORE AVE W WADE AVE E 14.3 165 118 2,470 23 34 85 41 Strng Marginal 54 23 8.8 5.9 7.5 9.2 9.7 10.0 10.0 9.1 9.9 10.0513 5420 10 MAIN ST WADE AVE E NANAIMO AVE W 14.0 212 148 3,111 48 39 91 57 Strng Fair 33 19 7.6 8.0 7.9 9.1 9.8 10.0 10.0 9.5 9.9 10.0506 5420 20 MAIN ST NANAIMO AVE W FRONT ST 14.0 164 115 2,410 94 81 72 85 Mod Excellent 0 7 5.5 10.0 9.4 10.0 10.0 10.0 10.0 10.0 9.7 10.0162 5430 10 MAIN ST FRONT ST LAKESHORE DR W 15.8 263 209 4,380 100 96 89 96 Strng Excellent 0 0 1.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0578 5450 10AIN ST MARTIN ST INTERCHAN MAIN ST FAIRVIEW RD 8.0 164 65 1,374 58 70 77 66 Strng Good 30 12 3.1 7.5 9.2 9.6 9.2 10.0 10.0 9.7 10.0 10.0390 5460 10AIN ST MARTIN ST INTERCHAN FAIRVIEW RD MARTIN ST 9.9 99 49 1,031 95 84 81 89 Strng Excellent 5 1 2.6 10.0 9.9 10.0 10.0 9.6 10.0 9.7 10.0 10.0778 5480 10 MANITOBA ST CARMI AVE DUNCAN AVE E 10.7 185 99 2,074 85 67 60 79 Mod V Good 6 8 4.5 10.0 9.9 9.7 9.2 10.0 10.0 9.5 9.8 10.0828 5490 10 MANITOBA ST DUNCAN AVE E MANOR PARK AVE 10.8 95 51 1,076 84 65 60 78 Mod V Good 8 8 5.8 10.0 10.0 9.2 9.1 10.0 10.0 10.0 9.8 10.0808 5490 20 MANITOBA ST MANOR PARK AVE MUNICIPAL AVE 10.4 55 29 601 88 69 60 82 Mod V Good 0 12 4.0 10.0 9.9 10.0 8.7 10.0 10.0 10.0 10.0 10.0814 5490 30 MANITOBA ST MUNICIPAL AVE BENNETT AVE 10.8 92 50 1,040 84 66 60 78 Mod V Good 6 10 5.3 10.0 9.9 9.4 9.0 10.0 10.0 10.0 9.8 10.0807 5490 40 MANITOBA ST BENNETT AVE PENTICTON AVE 10.7 91 48 1,018 84 76 60 81 Mod V Good 8 9 2.7 10.0 9.8 9.5 9.1 10.0 10.0 9.7 10.0 10.0803 5490 50 MANITOBA ST PENTICTON AVE EDNA AVE 10.8 89 48 1,014 93 81 60 89 Mod Excellent 3 4 3.0 10.0 10.0 9.7 9.6 10.0 10.0 10.0 10.0 10.0801 5490 60 MANITOBA ST EDNA AVE NELSON AVE 10.5 84 44 927 83 65 60 77 Mod V Good 8 8 6.6 10.0 9.8 9.3 9.2 10.0 10.0 9.8 9.8 10.0799 5490 70 MANITOBA ST NELSON AVE EDMONTON AVE 10.6 154 82 1,716 100 90 60 97 Mod Excellent 0 0 2.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0780 5490 80 MANITOBA ST EDMONTON AVE FORESTBROOK DR 10.7 86 46 968 82 63 60 75 Mod V Good 13 5 3.9 10.0 9.7 8.7 9.6 10.0 10.0 10.0 10.0 10.0631 5500 10 MANOR PARK AVE MAIN ST MANITOBA ST 10.7 303 162 3,403 73 52 60 66 Mod Good 18 8 7.1 9.7 9.2 9.6 9.9 10.0 10.0 8.6 9.8 10.0449 5510 10 MAPLE ST BIRCH ST RENE AVE 10.7 84 45 941 93 81 60 89 Mod Excellent 5 2 6.6 10.0 10.0 10.0 10.0 9.5 10.0 9.6 9.7 10.0447 5510 20 MAPLE ST RENE AVE WESTMINSTER AVE E 10.7 83 44 929 89 69 60 82 Mod V Good 1 10 8.0 10.0 9.6 10.0 9.3 10.0 10.0 9.8 9.7 10.0427 5520 10 MAPLE ST WESTMINSTER AVE E HEALES AVE 10.7 81 43 913 83 64 60 77 Mod V Good 14 4 6.4 10.0 9.7 8.9 10.0 10.0 10.0 9.7 9.7 10.0431 5520 20 MAPLE ST HEALES AVE ALEXANDER AVE 10.7 88 47 991 69 53 60 64 Mod Good 29 2 5.1 9.4 9.9 8.6 10.0 10.0 10.0 8.8 9.8 10.0366 5540 10 MARINA WAY ELLIS ST ABBOTT ST 9.7 262 127 2,669 88 69 60 82 Mod V Good 9 2 4.9 10.0 9.9 9.4 10.0 10.0 10.0 9.6 9.8 10.0496 5540 20 MARINA WAY ABBOTT ST NE END 8.3 79 33 687 95 84 60 91 Mod Excellent 4 1 8.1 10.0 10.0 9.6 10.0 10.0 10.0 10.0 9.8 10.0574 5560 10 MARTIN ST FAIRVIEW RD ECKHARDT AVE W 5.6 194 54 1,143 80 61 78 75 Strng V Good 12 8 4.2 9.7 9.1 9.7 10.0 9.1 10.0 9.8 9.9 9.9579 5570 10 MARTIN ST AIN ST MARTIN ST INTERCHAN WHITE AVE W 11.2 159 89 1,867 50 72 86 64 Strng Good 41 9 3.0 7.1 8.9 9.4 10.0 9.7 10.0 9.2 10.0 10.0540 5570 20 MARTIN ST WHITE AVE W ORCHARD AVE 11.3 98 56 1,169 52 66 81 63 Strng Good 33 15 3.6 8.1 8.1 9.1 10.0 10.0 10.0 9.3 10.0 10.0541 5570 30 MARTIN ST ORCHARD AVE PADMORE AVE W 11.8 66 39 815 43 63 82 58 Strng Fair 41 16 3.9 7.9 8.0 8.5 10.0 10.0 10.0 9.3 10.0 10.0531 5570 40 MARTIN ST PADMORE AVE W WADE AVE W 11.6 165 96 2,014 50 52 84 59 Strng Fair 33 17 5.2 8.0 8.0 9.1 10.0 10.0 10.0 9.3 9.9 10.0533 5580 10 MARTIN ST WADE AVE W NANAIMO AVE W 11.2 211 118 2,475 38 59 91 56 Strng Fair 53 9 4.4 5.9 8.9 9.4 10.0 10.0 10.0 9.1 9.9 10.0504 5580 20 MARTIN ST NANAIMO AVE W WESTMINSTER AVE E 11.6 165 96 2,006 80 65 85 77 Strng V Good 20 0 3.7 7.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0503 5590 10 MARTIN ST WESTMINSTER AVE E ESTABROOK AVE 11.6 85 49 1,038 78 69 76 75 Strng V Good 21 1 3.3 9.0 9.9 9.2 10.0 10.0 10.0 9.5 10.0 10.0171 5590 20 MARTIN ST ESTABROOK AVE LAKESHORE DR W 11.3 189 107 2,247 86 67 74 78 Mod V Good 11 3 5.5 10.0 10.0 10.0 9.8 9.2 10.0 9.0 9.8 10.0967 5610 10 MATSON AVE EDGEWOOD DR LYON ST 9.7 97 47 989 81 62 60 75 Mod V Good 17 1 5.5 10.0 10.0 9.0 10.0 10.0 10.0 9.1 9.8 10.0965 5610 20 MATSON AVE LYON ST DEBECK RD 9.7 55 26 556 80 67 30 75 Weak V Good 20 0 3.4 10.0 10.0 8.6 10.0 10.0 10.0 9.2 10.0 10.0274 5620 10 MATSON PL DEBECK RD NE END 10.3 116 59 1,246 97 89 60 94 Mod Excellent 1 2 5.7 10.0 10.0 10.0 10.0 9.8 10.0 10.0 9.7 10.038 5630 10 MAURICE ST ORCHARD AVE WADE AVE W 8.3 219 91 1,907 99 90 60 96 Mod Excellent 0 1 4.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0

299 5650 10 MAYNARD RD WEST END NARAMATA RD 4.0 247 49 1,035 87 68 60 81 Mod V Good 7 5 3.6 9.9 9.3 9.7 10.0 9.4 10.0 10.0 10.0 10.0138 5670 10 Mc DOUGALL AVE MAIN ST EAST END 10.1 77 39 816 69 45 60 61 Mod Good 29 2 7.7 10.0 10.0 7.4 10.0 10.0 10.0 9.7 9.7 10.0730 5690 10 McCAULEY PL WEST END MacDONALD ST 16.2 30 25 516 88 69 60 81 Mod V Good 11 1 6.5 10.0 9.9 9.4 10.0 10.0 10.0 9.4 9.8 10.0271 5700 10 McCONNACHIE PL SOUTH END WESTMINSTER AVE E 11.9 119 71 1,487 85 66 60 79 Mod V Good 13 2 4.1 9.0 10.0 10.0 9.9 10.0 10.0 9.6 9.8 10.092 5710 10 McCULLOCH DR McGRAW ST McGREGOR DR 10.4 136 70 1,480 92 76 60 86 Mod Excellent 2 7 3.5 10.0 9.2 10.0 10.0 10.0 10.0 9.8 10.0 10.0

662 5710 20 McCULLOCH DR McGREGOR DR McKENZIE ST 10.5 139 73 1,532 96 86 60 92 Mod Excellent 2 3 4.8 10.0 9.9 10.0 10.0 10.0 10.0 9.8 9.7 10.093 5720 10 McGRAW CRT McGRAW ST EAST END 14.2 54 38 801 87 68 60 81 Mod V Good 7 6 6.8 10.0 10.0 9.3 9.4 10.0 10.0 10.0 9.8 10.0

652 5740 10 McGRAW ST BRANDON AVE McKENZIE ST 11.7 91 53 1,121 85 71 85 81 Strng V Good 8 8 3.0 9.9 9.1 9.3 10.0 10.0 10.0 10.0 10.0 10.0667 5740 20 McGRAW ST McKENZIE ST McKEEN PL 11.4 82 46 976 81 71 85 79 Strng V Good 11 8 3.0 10.0 9.4 9.4 9.6 10.0 10.0 9.4 10.0 10.0666 5740 30 McGRAW ST McKEEN PL McGRAW CRT 11.5 165 95 1,994 82 73 86 81 Strng V Good 7 11 2.9 10.0 9.1 9.6 9.5 10.0 10.0 9.7 10.0 10.0665 5740 40 McGRAW ST McGRAW CRT CORNWALL DR 11.7 74 43 912 79 61 89 77 Strng V Good 8 13 4.1 10.0 9.0 9.4 9.5 10.0 10.0 9.8 9.8 10.0661 5750 10 McGRAW ST CORNWALL DR KIRKPATRICK AVE 11.6 86 50 1,048 75 81 93 81 Strng V Good 8 17 2.3 10.0 8.4 9.4 9.6 10.0 10.0 9.8 10.0 10.0658 5750 20 McGRAW ST KIRKPATRICK AVE KINNEY AVE 11.5 83 48 1,000 84 65 95 82 Strng V Good 10 6 5.2 10.0 9.6 9.4 9.8 10.0 10.0 9.5 9.8 10.096 5770 10 McGREGOR DR McKENZIE ST McCULLOCH DR 9.1 167 76 1,595 99 90 60 96 Mod Excellent 0 1 4.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.088 5780 10 McINTYRE PL WEST END CORNWALL DR 15.1 58 44 921 71 49 60 64 Mod Good 19 10 9.4 10.0 9.7 9.4 9.2 10.0 8.4 9.8 9.8 10.094 5790 10 McKEEN PL McGRAW ST NE END 12.0 111 67 1,398 83 64 60 77 Mod V Good 9 8 7.0 10.0 9.9 9.4 9.2 9.6 10.0 9.9 9.8 10.0

119 5800 10 McKENZIE ST McGRAW ST McGREGOR DR 10.4 280 146 3,058 89 70 60 82 Mod V Good 8 4 3.4 10.0 10.0 9.7 9.5 9.6 10.0 9.8 10.0 9.8

Page 75: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 26 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

542 5410 20 MAIN ST WHITE AVE W PADMORE AVE W 14.8 164 122 2,556537 5410 30 MAIN ST PADMORE AVE W WADE AVE E 14.3 165 118 2,470513 5420 10 MAIN ST WADE AVE E NANAIMO AVE W 14.0 212 148 3,111506 5420 20 MAIN ST NANAIMO AVE W FRONT ST 14.0 164 115 2,410162 5430 10 MAIN ST FRONT ST LAKESHORE DR W 15.8 263 209 4,380578 5450 10AIN ST MARTIN ST INTERCHAN MAIN ST FAIRVIEW RD 8.0 164 65 1,374390 5460 10AIN ST MARTIN ST INTERCHAN FAIRVIEW RD MARTIN ST 9.9 99 49 1,031778 5480 10 MANITOBA ST CARMI AVE DUNCAN AVE E 10.7 185 99 2,074828 5490 10 MANITOBA ST DUNCAN AVE E MANOR PARK AVE 10.8 95 51 1,076808 5490 20 MANITOBA ST MANOR PARK AVE MUNICIPAL AVE 10.4 55 29 601814 5490 30 MANITOBA ST MUNICIPAL AVE BENNETT AVE 10.8 92 50 1,040807 5490 40 MANITOBA ST BENNETT AVE PENTICTON AVE 10.7 91 48 1,018803 5490 50 MANITOBA ST PENTICTON AVE EDNA AVE 10.8 89 48 1,014801 5490 60 MANITOBA ST EDNA AVE NELSON AVE 10.5 84 44 927799 5490 70 MANITOBA ST NELSON AVE EDMONTON AVE 10.6 154 82 1,716780 5490 80 MANITOBA ST EDMONTON AVE FORESTBROOK DR 10.7 86 46 968631 5500 10 MANOR PARK AVE MAIN ST MANITOBA ST 10.7 303 162 3,403449 5510 10 MAPLE ST BIRCH ST RENE AVE 10.7 84 45 941447 5510 20 MAPLE ST RENE AVE WESTMINSTER AVE E 10.7 83 44 929427 5520 10 MAPLE ST WESTMINSTER AVE E HEALES AVE 10.7 81 43 913431 5520 20 MAPLE ST HEALES AVE ALEXANDER AVE 10.7 88 47 991366 5540 10 MARINA WAY ELLIS ST ABBOTT ST 9.7 262 127 2,669496 5540 20 MARINA WAY ABBOTT ST NE END 8.3 79 33 687574 5560 10 MARTIN ST FAIRVIEW RD ECKHARDT AVE W 5.6 194 54 1,143579 5570 10 MARTIN ST AIN ST MARTIN ST INTERCHAN WHITE AVE W 11.2 159 89 1,867540 5570 20 MARTIN ST WHITE AVE W ORCHARD AVE 11.3 98 56 1,169541 5570 30 MARTIN ST ORCHARD AVE PADMORE AVE W 11.8 66 39 815531 5570 40 MARTIN ST PADMORE AVE W WADE AVE W 11.6 165 96 2,014533 5580 10 MARTIN ST WADE AVE W NANAIMO AVE W 11.2 211 118 2,475504 5580 20 MARTIN ST NANAIMO AVE W WESTMINSTER AVE E 11.6 165 96 2,006503 5590 10 MARTIN ST WESTMINSTER AVE E ESTABROOK AVE 11.6 85 49 1,038171 5590 20 MARTIN ST ESTABROOK AVE LAKESHORE DR W 11.3 189 107 2,247967 5610 10 MATSON AVE EDGEWOOD DR LYON ST 9.7 97 47 989965 5610 20 MATSON AVE LYON ST DEBECK RD 9.7 55 26 556274 5620 10 MATSON PL DEBECK RD NE END 10.3 116 59 1,24638 5630 10 MAURICE ST ORCHARD AVE WADE AVE W 8.3 219 91 1,907

299 5650 10 MAYNARD RD WEST END NARAMATA RD 4.0 247 49 1,035138 5670 10 Mc DOUGALL AVE MAIN ST EAST END 10.1 77 39 816730 5690 10 McCAULEY PL WEST END MacDONALD ST 16.2 30 25 516271 5700 10 McCONNACHIE PL SOUTH END WESTMINSTER AVE E 11.9 119 71 1,48792 5710 10 McCULLOCH DR McGRAW ST McGREGOR DR 10.4 136 70 1,480

662 5710 20 McCULLOCH DR McGREGOR DR McKENZIE ST 10.5 139 73 1,53293 5720 10 McGRAW CRT McGRAW ST EAST END 14.2 54 38 801

652 5740 10 McGRAW ST BRANDON AVE McKENZIE ST 11.7 91 53 1,121667 5740 20 McGRAW ST McKENZIE ST McKEEN PL 11.4 82 46 976666 5740 30 McGRAW ST McKEEN PL McGRAW CRT 11.5 165 95 1,994665 5740 40 McGRAW ST McGRAW CRT CORNWALL DR 11.7 74 43 912661 5750 10 McGRAW ST CORNWALL DR KIRKPATRICK AVE 11.6 86 50 1,048658 5750 20 McGRAW ST KIRKPATRICK AVE KINNEY AVE 11.5 83 48 1,00096 5770 10 McGREGOR DR McKENZIE ST McCULLOCH DR 9.1 167 76 1,59588 5780 10 McINTYRE PL WEST END CORNWALL DR 15.1 58 44 92194 5790 10 McKEEN PL McGRAW ST NE END 12.0 111 67 1,398119 5800 10 McKENZIE ST McGRAW ST McGREGOR DR 10.4 280 146 3,058

Project Summary

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4570 4570 - MAIN ST 488 7,498 47 Marginal 3 24570 4570 - MAIN ST 488 7,498 47 Marginal 3 24580 4580 - MAIN ST 212 3,111 56 Fair 3 24590 4590 - MAIN ST 164 2,410 85 V Good 2 24600 4600 - MAIN ST 263 4,380 96 Excellent 3 24610 4610 - MAIN ST MARTIN ST INTERCHANGE 164 1,374 65 Good 3 14620 4620 - MAIN ST MARTIN ST INTERCHANGE 99 1,031 89 Excellent 3 14630 4630 - MANITOBA ST 185 2,074 79 V Good 2 54640 4640 - MANITOBA ST 746 8,360 83 V Good 2 54640 4640 - MANITOBA ST 746 8,360 83 V Good 2 54640 4640 - MANITOBA ST 746 8,360 83 V Good 2 54640 4640 - MANITOBA ST 746 8,360 83 V Good 2 54640 4640 - MANITOBA ST 746 8,360 83 V Good 2 54640 4640 - MANITOBA ST 746 8,360 83 V Good 2 54640 4640 - MANITOBA ST 746 8,360 83 V Good 2 54640 4640 - MANITOBA ST 746 8,360 83 V Good 2 54650 4650 - MANOR PARK AVE 303 3,403 66 Good 2 54660 4660 - MAPLE ST 166 1,870 85 Excellent 2 54660 4660 - MAPLE ST 166 1,870 85 Excellent 2 54670 4670 - MAPLE ST 170 1,904 70 Good 2 54670 4670 - MAPLE ST 170 1,904 70 Good 2 54680 4680 - MARINA WAY 341 3,356 84 V Good 2 24680 4680 - MARINA WAY 341 3,356 84 V Good 2 24690 4690 - MARTIN ST 194 1,143 74 V Good 3 24700 4700 - MARTIN ST 488 5,864 61 Good 3 24700 4700 - MARTIN ST 488 5,864 61 Good 3 24700 4700 - MARTIN ST 488 5,864 61 Good 3 24700 4700 - MARTIN ST 488 5,864 61 Good 3 24710 4710 - MARTIN ST 375 4,482 65 Good 3 24710 4710 - MARTIN ST 375 4,482 65 Good 3 24720 4720 - MARTIN ST 274 3,284 77 V Good 2 24720 4720 - MARTIN ST 274 3,284 77 V Good 2 24730 4730 - MATSON AVE 152 1,545 75 V Good 2 54730 4730 - MATSON AVE 152 1,545 75 V Good 2 54740 4740 - MATSON PL 116 1,246 94 Excellent 2 54750 4750 - MAURICE ST 219 1,907 95 Excellent 2 54760 4760 - MAYNARD RD 247 1,035 81 V Good 2 64770 4770 - Mc DOUGALL AVE 77 816 61 Good 2 24780 4780 - McCAULEY PL 30 516 81 V Good 2 54790 4790 - McCONNACHIE PL 119 1,487 79 V Good 2 54800 4800 - McCULLOCH DR 274 3,011 89 Excellent 2 54800 4800 - McCULLOCH DR 274 3,011 89 Excellent 2 54810 4810 - McGRAW CRT 54 801 81 V Good 2 54820 4820 - McGRAW ST 412 5,003 80 V Good 3 34820 4820 - McGRAW ST 412 5,003 80 V Good 3 34820 4820 - McGRAW ST 412 5,003 80 V Good 3 34820 4820 - McGRAW ST 412 5,003 80 V Good 3 34830 4830 - McGRAW ST 169 2,048 81 V Good 3 34830 4830 - McGRAW ST 169 2,048 81 V Good 3 34840 4840 - McGREGOR DR 167 1,595 95 Excellent 2 54850 4850 - McINTYRE PL 58 921 63 Good 2 54860 4860 - McKEEN PL 111 1,398 76 V Good 2 54870 4870 - McKENZIE ST 650 7,122 79 V Good 2 5

Page 76: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 27 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

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Blo

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umbe

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On

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s

664 5800 20 McKENZIE ST McGREGOR DR McCULLOCH DR 10.5 154 81 1,701 81 62 60 75 Mod V Good 9 10 7.2 9.8 9.7 9.7 9.2 9.4 10.0 9.8 9.7 10.0663 5800 30 McKENZIE ST McCULLOCH DR KIRKPATRICK AVE 10.5 103 54 1,134 82 63 60 76 Mod V Good 7 11 8.6 10.0 9.4 9.6 9.3 9.9 10.0 9.7 9.8 10.0654 5800 40 McKENZIE ST KIRKPATRICK AVE KINNEY AVE 10.4 113 59 1,229 87 68 60 80 Mod V Good 5 8 7.6 10.0 9.9 9.5 9.2 10.0 10.0 10.0 9.8 10.0306 5810 10 McLEAN AVE BRACEWELL DR CLELAND DR 8.8 84 37 774 86 67 60 80 Mod V Good 13 1 6.5 10.0 10.0 9.2 10.0 9.7 10.0 9.6 9.7 10.0286 5830 10 McMILLAN AVE UPPER BENCH RD N RESERVOIR RD 10.3 290 149 3,136 99 90 29 79 Weak V Good 1 0 3.4 10.0 10.0 10.0 10.0 9.8 10.0 10.0 10.0 10.0273 5860 10 McPHERSON CRES DEBECK RD EAST END 11.3 513 290 6,086 95 84 60 91 Mod Excellent 5 0 3.3 10.0 10.0 10.0 10.0 8.8 10.0 10.0 10.0 10.0951 5870 10 McPHERSON PL PENTICTON AVE NORTH END 14.0 72 50 1,054 77 58 60 71 Mod V Good 15 8 7.3 10.0 9.2 8.9 10.0 10.0 10.0 9.4 9.8 10.0

1145 5890 10 MIDDLE BENCH RD N MIDDLE BENCH RD S TUPPER AVE 8.8 683 301 6,313 83 77 60 81 Mod V Good 11 7 2.6 10.0 9.2 10.0 10.0 9.8 10.0 8.8 10.0 10.0930 5900 10 MIDDLE BENCH RD N TUPPER AVE MUNSON MNT. RD 9.4 544 255 5,365 97 89 60 94 Mod Excellent 0 3 2.8 10.0 9.8 10.0 9.9 10.0 10.0 10.0 10.0 10.0369 5920 10 MIDDLE BENCH RD S JOHNSON RD ANDREW PL 8.6 106 45 952 70 46 89 69 Strng Good 22 9 6.9 9.1 9.5 9.2 9.5 9.7 10.0 9.5 9.8 10.0934 5920 20 MIDDLE BENCH RD S ANDREW PL WESTMINSTER AVE E 8.5 188 80 1,678 50 54 93 62 Strng Good 36 14 4.9 9.7 8.9 7.3 9.5 10.0 10.0 9.3 9.8 10.0379 5930 10 MIDDLE BENCH RD S WESTMINSTER AVE E MIDDLE BENCH RD N 12.4 277 172 3,608 85 67 60 79 Mod V Good 5 9 3.4 10.0 8.9 10.0 10.0 10.0 10.0 9.3 10.0 10.0294 5950 10 MIDLAND RD FLEET RD NORTH END 3.2 207 33 695 87 68 60 80 Mod V Good 12 1 5.3 10.0 10.0 9.5 10.0 8.4 10.0 10.0 9.8 10.0729 5970 10 MILLAR PL MacDONALD ST EAST END 17.4 26 22 466 96 87 60 93 Mod Excellent 1 3 3.8 10.0 9.6 10.0 10.0 10.0 10.0 9.9 10.0 10.0736 5980 10 MITCHELL PL WESTMINSTER AVE E NORTH END 16.8 45 37 785 91 73 60 85 Mod V Good 7 2 9.8 10.0 10.0 9.6 10.0 9.6 10.0 9.7 9.7 10.0977 5990 10 MONTREAL ST MacCLEAVE AVE ROSS AVE 8.9 115 51 1,075 74 53 60 67 Mod Good 17 9 7.5 9.1 9.7 9.4 9.2 10.0 10.0 9.7 9.8 10.0986 5990 20 MONTREAL ST ROSS AVE NORTH END 8.9 155 69 1,446 77 57 60 70 Mod Good 12 11 5.1 9.6 9.8 9.5 8.9 10.0 10.0 9.6 9.9 10.0478 6010 10 MOOSEJAW ST DUNCAN AVE W DOUGLAS AVE 10.0 101 51 1,065 81 63 48 68 Mod Good 17 1 9.5 8.8 10.0 10.0 10.0 9.6 10.0 9.5 9.8 10.0481 6010 20 MOOSEJAW ST DOUGLAS AVE CONKLIN AVE 10.3 123 64 1,336 77 57 71 71 Mod V Good 15 8 7.0 9.8 9.2 9.2 10.0 10.0 10.0 9.4 9.8 10.0477 6010 30 MOOSEJAW ST CONKLIN AVE WINDSOR AVE 10.0 142 71 1,494 82 63 73 75 Mod V Good 11 7 4.8 10.0 9.2 9.4 10.0 10.0 10.0 9.4 9.8 10.0480 6010 40 MOOSEJAW ST WINDSOR AVE SCOTT AVE 10.3 151 78 1,629 82 64 54 71 Mod V Good 10 8 4.6 9.7 9.1 9.7 10.0 10.0 10.0 9.5 9.9 10.032 6010 50 MOOSEJAW ST SCOTT AVE WOODRUFF AVE 10.2 119 61 1,277 94 84 82 89 Strng Excellent 0 6 3.8 10.0 9.3 10.0 10.0 10.0 10.0 10.0 10.0 10.011 6010 60 MOOSEJAW ST WOODRUFF AVE ECKHARDT AVE W 10.1 99 50 1,051 100 90 87 94 Strng Excellent 0 0 3.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

810 6030 10 MUNICIPAL AVE MANITOBA ST LEIR ST 10.7 92 49 1,029 97 88 60 94 Mod Excellent 0 3 4.0 10.0 9.8 10.0 10.0 10.0 10.0 10.0 9.8 10.0813 6030 20 MUNICIPAL AVE LEIR ST BALFOUR ST 10.9 95 52 1,088 98 89 60 95 Mod Excellent 0 2 2.9 10.0 9.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0812 6030 30 MUNICIPAL AVE BALFOUR ST GOVERNMENT ST 10.6 99 52 1,097 99 90 60 96 Mod Excellent 0 2 6.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0819 6040 10 MUNICIPAL AVE GOVERNMENT ST KING ST 11.8 89 53 1,106 83 65 60 77 Mod V Good 8 9 9.5 10.0 9.7 9.2 9.3 10.0 10.0 10.0 9.8 10.0815 6040 20 MUNICIPAL AVE KING ST CHURCH ST 11.0 143 79 1,653 70 57 60 65 Mod Good 13 18 4.6 9.6 8.2 9.5 9.7 10.0 10.0 9.5 9.9 10.0960 6040 30 MUNICIPAL AVE CHURCH ST KILLARNEY ST 10.6 87 46 967 80 64 60 75 Mod V Good 14 6 3.7 10.0 9.2 9.2 10.0 10.0 10.0 9.3 10.0 10.0961 6040 40 MUNICIPAL AVE KILLARNEY ST KILWINNING ST 10.4 95 49 1,032 76 63 60 72 Mod V Good 11 12 3.8 10.0 8.4 9.4 10.0 10.0 10.0 9.3 10.0 10.0964 6040 50 MUNICIPAL AVE KILWINNING ST KENSINGTON ST 10.4 94 49 1,029 68 52 80 62 Strng Good 12 21 5.3 10.0 7.7 9.3 9.9 10.0 10.0 9.3 9.8 10.063 6040 60 MUNICIPAL AVE KENSINGTON ST EDGEWOOD DR 10.4 81 42 889 79 59 60 72 Mod V Good 9 13 6.2 10.0 9.4 9.1 9.1 10.0 10.0 10.0 9.8 10.0

929 6060 10 MUNSON AVE MUNSON MNT. RD UPPER BENCH RD N 8.7 415 180 3,787 83 73 60 79 Mod V Good 8 9 2.9 10.0 9.4 9.6 9.5 9.8 10.0 9.6 10.0 10.08 6080 10 MUNSON MNT. RD MUNSON AVE NORTH END 5.4 183 49 1,036 63 35 60 54 Mod Fair 34 3 8.4 9.6 10.0 8.3 10.0 9.4 10.0 9.2 9.5 9.6

78 6100 10 MURRAY DR CORNWALL DR NICHOLSON ST 8.8 132 58 1,220 83 64 60 77 Mod V Good 13 4 5.5 10.0 9.7 8.9 10.0 9.6 10.0 10.0 9.7 10.0668 6100 20 MURRAY DR NICHOLSON ST CORNWALL DR 8.6 381 164 3,437 87 68 60 80 Mod V Good 12 2 6.2 10.0 10.0 9.6 9.9 9.3 10.0 9.5 9.8 10.0252 6140 10 NAGLE PL NW END NAISH DR 11.0 111 61 1,288 85 66 60 78 Mod V Good 2 13 5.8 10.0 8.5 10.0 10.0 10.0 10.0 9.8 9.8 10.0254 6150 10 NAISH DR WEST END PINE ST 12.2 82 50 1,051 99 90 60 96 Mod Excellent 0 1 4.1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0998 6150 20 NAISH DR PINE ST NAGLE PL 8.8 258 114 2,385 99 90 60 96 Mod Excellent 0 1 3.1 10.0 9.9 10.0 10.0 10.0 10.0 10.0 10.0 10.01065 6150 30 NAISH DR NAGLE PL COLUMBIA ST 9.0 155 70 1,467 98 89 60 95 Mod Excellent 0 2 4.4 10.0 10.0 10.0 9.9 10.0 10.0 10.0 9.7 10.0161 6170 10 NANAIMO AVE E MAIN ST ROBINSON ST 12.0 90 54 1,140 92 77 60 87 Mod Excellent 0 8 7.0 10.0 10.0 10.0 9.3 10.0 10.0 10.0 9.7 10.0514 6170 20 NANAIMO AVE E ROBINSON ST ELLIS ST 17.6 54 48 1,003 79 60 60 73 Mod V Good 12 9 8.0 10.0 9.5 8.8 9.6 10.0 10.0 10.0 9.7 10.0160 6180 10 NANAIMO AVE E ELLIS ST VAN HORNE ST 17.6 101 89 1,866 77 59 60 71 Mod V Good 20 2 4.3 10.0 9.8 9.1 10.0 10.0 10.0 8.6 9.8 10.0166 6190 10 NANAIMO AVE E VAN HORNE ST ABBOTT ST 10.0 102 51 1,075 79 60 90 77 Strng V Good 19 2 6.3 10.0 9.9 10.0 10.0 10.0 10.0 7.7 9.7 10.0526 6200 10 NANAIMO AVE E ABBOTT ST NORTON ST 11.5 99 57 1,190 84 66 60 78 Mod V Good 14 1 4.4 10.0 10.0 9.2 10.0 10.0 10.0 9.3 9.8 9.8716 6210 10 NANAIMO AVE E GWYER ST CAMBIE ST 6.2 111 34 721 63 39 60 55 Mod Fair 32 5 7.7 7.6 9.8 9.6 9.6 9.7 10.0 9.5 9.8 10.0715 6210 20 NANAIMO AVE E CAMBIE ST FARRELL ST 6.0 72 22 452 79 60 60 73 Mod V Good 20 1 10.3 9.4 10.0 9.1 10.0 10.0 10.0 9.4 9.8 10.0438 6220 10 NANAIMO AVE W HAYNES ST BRUNSWICK ST 10.6 93 49 1,032 94 84 60 91 Mod Excellent 4 1 4.7 10.0 10.0 10.0 10.0 9.1 10.0 10.0 9.7 10.0439 6230 10 NANAIMO AVE W BRUNSWICK ST WINNIPEG ST 11.6 131 76 1,593 84 65 60 77 Mod V Good 11 6 4.2 10.0 9.4 9.2 10.0 10.0 10.0 9.7 9.8 10.0535 6240 10 NANAIMO AVE W WINNIPEG ST MARTIN ST 11.5 129 74 1,555 71 52 60 65 Mod Good 19 10 5.3 10.0 8.9 8.6 10.0 10.0 10.0 9.3 9.8 10.0534 6250 10 NANAIMO AVE W MARTIN ST MAIN ST 10.8 87 47 986 69 45 60 61 Mod Good 17 14 12.2 8.2 8.4 10.0 10.0 10.0 10.0 10.0 9.8 10.0288 6270 10 NARAMATA RD RESERVOIR RD RANDOLPH RD 8.7 668 290 6,092 100 90 54 86 Mod Excellent 0 0 2.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01052 6270 20 NARAMATA RD RANDOLPH RD EVANS AVE 9.0 815 366 7,694 76 79 89 80 Strng V Good 15 9 2.4 8.7 9.6 9.7 9.3 10.0 10.0 10.0 10.0 10.0

Page 77: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 28 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

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664 5800 20 McKENZIE ST McGREGOR DR McCULLOCH DR 10.5 154 81 1,701663 5800 30 McKENZIE ST McCULLOCH DR KIRKPATRICK AVE 10.5 103 54 1,134654 5800 40 McKENZIE ST KIRKPATRICK AVE KINNEY AVE 10.4 113 59 1,229306 5810 10 McLEAN AVE BRACEWELL DR CLELAND DR 8.8 84 37 774286 5830 10 McMILLAN AVE UPPER BENCH RD N RESERVOIR RD 10.3 290 149 3,136273 5860 10 McPHERSON CRES DEBECK RD EAST END 11.3 513 290 6,086951 5870 10 McPHERSON PL PENTICTON AVE NORTH END 14.0 72 50 1,054

1145 5890 10 MIDDLE BENCH RD N MIDDLE BENCH RD S TUPPER AVE 8.8 683 301 6,313930 5900 10 MIDDLE BENCH RD N TUPPER AVE MUNSON MNT. RD 9.4 544 255 5,365369 5920 10 MIDDLE BENCH RD S JOHNSON RD ANDREW PL 8.6 106 45 952934 5920 20 MIDDLE BENCH RD S ANDREW PL WESTMINSTER AVE E 8.5 188 80 1,678379 5930 10 MIDDLE BENCH RD S WESTMINSTER AVE E MIDDLE BENCH RD N 12.4 277 172 3,608294 5950 10 MIDLAND RD FLEET RD NORTH END 3.2 207 33 695729 5970 10 MILLAR PL MacDONALD ST EAST END 17.4 26 22 466736 5980 10 MITCHELL PL WESTMINSTER AVE E NORTH END 16.8 45 37 785977 5990 10 MONTREAL ST MacCLEAVE AVE ROSS AVE 8.9 115 51 1,075986 5990 20 MONTREAL ST ROSS AVE NORTH END 8.9 155 69 1,446478 6010 10 MOOSEJAW ST DUNCAN AVE W DOUGLAS AVE 10.0 101 51 1,065481 6010 20 MOOSEJAW ST DOUGLAS AVE CONKLIN AVE 10.3 123 64 1,336477 6010 30 MOOSEJAW ST CONKLIN AVE WINDSOR AVE 10.0 142 71 1,494480 6010 40 MOOSEJAW ST WINDSOR AVE SCOTT AVE 10.3 151 78 1,62932 6010 50 MOOSEJAW ST SCOTT AVE WOODRUFF AVE 10.2 119 61 1,27711 6010 60 MOOSEJAW ST WOODRUFF AVE ECKHARDT AVE W 10.1 99 50 1,051

810 6030 10 MUNICIPAL AVE MANITOBA ST LEIR ST 10.7 92 49 1,029813 6030 20 MUNICIPAL AVE LEIR ST BALFOUR ST 10.9 95 52 1,088812 6030 30 MUNICIPAL AVE BALFOUR ST GOVERNMENT ST 10.6 99 52 1,097819 6040 10 MUNICIPAL AVE GOVERNMENT ST KING ST 11.8 89 53 1,106815 6040 20 MUNICIPAL AVE KING ST CHURCH ST 11.0 143 79 1,653960 6040 30 MUNICIPAL AVE CHURCH ST KILLARNEY ST 10.6 87 46 967961 6040 40 MUNICIPAL AVE KILLARNEY ST KILWINNING ST 10.4 95 49 1,032964 6040 50 MUNICIPAL AVE KILWINNING ST KENSINGTON ST 10.4 94 49 1,02963 6040 60 MUNICIPAL AVE KENSINGTON ST EDGEWOOD DR 10.4 81 42 889

929 6060 10 MUNSON AVE MUNSON MNT. RD UPPER BENCH RD N 8.7 415 180 3,7878 6080 10 MUNSON MNT. RD MUNSON AVE NORTH END 5.4 183 49 1,036

78 6100 10 MURRAY DR CORNWALL DR NICHOLSON ST 8.8 132 58 1,220668 6100 20 MURRAY DR NICHOLSON ST CORNWALL DR 8.6 381 164 3,437252 6140 10 NAGLE PL NW END NAISH DR 11.0 111 61 1,288254 6150 10 NAISH DR WEST END PINE ST 12.2 82 50 1,051998 6150 20 NAISH DR PINE ST NAGLE PL 8.8 258 114 2,3851065 6150 30 NAISH DR NAGLE PL COLUMBIA ST 9.0 155 70 1,467161 6170 10 NANAIMO AVE E MAIN ST ROBINSON ST 12.0 90 54 1,140514 6170 20 NANAIMO AVE E ROBINSON ST ELLIS ST 17.6 54 48 1,003160 6180 10 NANAIMO AVE E ELLIS ST VAN HORNE ST 17.6 101 89 1,866166 6190 10 NANAIMO AVE E VAN HORNE ST ABBOTT ST 10.0 102 51 1,075526 6200 10 NANAIMO AVE E ABBOTT ST NORTON ST 11.5 99 57 1,190716 6210 10 NANAIMO AVE E GWYER ST CAMBIE ST 6.2 111 34 721715 6210 20 NANAIMO AVE E CAMBIE ST FARRELL ST 6.0 72 22 452438 6220 10 NANAIMO AVE W HAYNES ST BRUNSWICK ST 10.6 93 49 1,032439 6230 10 NANAIMO AVE W BRUNSWICK ST WINNIPEG ST 11.6 131 76 1,593535 6240 10 NANAIMO AVE W WINNIPEG ST MARTIN ST 11.5 129 74 1,555534 6250 10 NANAIMO AVE W MARTIN ST MAIN ST 10.8 87 47 986288 6270 10 NARAMATA RD RESERVOIR RD RANDOLPH RD 8.7 668 290 6,092

1052 6270 20 NARAMATA RD RANDOLPH RD EVANS AVE 9.0 815 366 7,694

Project Summary

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4870 4870 - McKENZIE ST 650 7,122 79 V Good 2 54870 4870 - McKENZIE ST 650 7,122 79 V Good 2 54870 4870 - McKENZIE ST 650 7,122 79 V Good 2 54880 4880 - McLEAN AVE 84 774 79 V Good 2 54890 4890 - McMILLAN AVE 290 3,136 79 V Good 1 44900 4900 - McPHERSON CRES 513 6,086 91 Excellent 2 54910 4910 - McPHERSON PL 72 1,054 70 V Good 2 54920 4920 - MIDDLE BENCH RD N 683 6,313 80 V Good 2 44930 4930 - MIDDLE BENCH RD N 544 5,365 94 Excellent 2 44940 4940 - MIDDLE BENCH RD S 294 2,631 64 Good 3 34940 4940 - MIDDLE BENCH RD S 294 2,631 64 Good 3 34950 4950 - MIDDLE BENCH RD S 277 3,608 79 V Good 2 44960 4960 - MIDLAND RD 207 695 80 V Good 2 64970 4970 - MILLAR PL 26 466 93 Excellent 2 54980 4980 - MITCHELL PL 45 785 85 V Good 2 54990 4990 - MONTREAL ST 270 2,522 68 Good 2 54990 4990 - MONTREAL ST 270 2,522 68 Good 2 55000 5000 - MOOSEJAW ST 637 6,800 74 V Good 2 35000 5000 - MOOSEJAW ST 637 6,800 74 V Good 2 35000 5000 - MOOSEJAW ST 637 6,800 74 V Good 2 35000 5000 - MOOSEJAW ST 637 6,800 74 V Good 2 35000 5000 - MOOSEJAW ST 637 6,800 74 V Good 2 35010 5010 - MOOSEJAW ST 99 1,051 94 Excellent 3 35020 5020 - MUNICIPAL AVE 285 3,214 94 Excellent 2 55020 5020 - MUNICIPAL AVE 285 3,214 94 Excellent 2 55020 5020 - MUNICIPAL AVE 285 3,214 94 Excellent 2 55030 5030 - MUNICIPAL AVE 590 6,676 70 Good 2 55030 5030 - MUNICIPAL AVE 590 6,676 70 Good 2 55030 5030 - MUNICIPAL AVE 590 6,676 70 Good 2 55030 5030 - MUNICIPAL AVE 590 6,676 70 Good 2 55030 5030 - MUNICIPAL AVE 590 6,676 70 Good 2 55030 5030 - MUNICIPAL AVE 590 6,676 70 Good 2 55040 5040 - MUNSON AVE 415 3,787 79 V Good 2 45050 5050 - MUNSON MNT. RD 183 1,036 54 Fair 2 65060 5060 - MURRAY DR 513 4,656 79 V Good 2 55060 5060 - MURRAY DR 513 4,656 79 V Good 2 55070 5070 - NAGLE PL 111 1,288 78 V Good 2 55080 5080 - NAISH DR 495 4,902 95 Excellent 2 55080 5080 - NAISH DR 495 4,902 95 Excellent 2 55080 5080 - NAISH DR 495 4,902 95 Excellent 2 55090 5090 - NANAIMO AVE E 145 2,143 80 V Good 2 25090 5090 - NANAIMO AVE E 145 2,143 80 V Good 2 25100 5100 - NANAIMO AVE E 101 1,866 71 V Good 2 25110 5110 - NANAIMO AVE E 102 1,075 77 V Good 3 35120 5120 - NANAIMO AVE E 99 1,190 78 V Good 2 55130 5130 - NANAIMO AVE E 183 1,173 61 Good 2 55130 5130 - NANAIMO AVE E 183 1,173 61 Good 2 55140 5140 - NANAIMO AVE W 93 1,032 91 Excellent 2 55150 5150 - NANAIMO AVE W 131 1,593 77 V Good 2 25160 5160 - NANAIMO AVE W 129 1,555 64 Good 2 25170 5170 - NANAIMO AVE W 87 986 61 Good 2 25180 5180 - NARAMATA RD 668 6,092 86 Excellent 2 45190 5190 - NARAMATA RD 815 7,694 80 V Good 3 4

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 29 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

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1051 6270 30 NARAMATA RD EVANS AVE DAVENPORT AVE 9.0 455 205 4,300 78 79 68 76 Mod V Good 16 6 2.4 8.7 9.5 10.0 9.7 9.2 10.0 10.0 10.0 10.01050 6270 40 NARAMATA RD DAVENPORT AVE CHAPMAN RD 9.4 365 171 3,593 77 76 74 76 Mod V Good 11 12 2.7 8.8 9.2 10.0 9.4 10.0 10.0 10.0 10.0 10.01049 6270 50 NARAMATA RD CHAPMAN RD TODD RD 9.2 158 73 1,527 86 84 78 83 Strng V Good 0 14 2.1 10.0 9.3 10.0 8.9 10.0 10.0 10.0 10.0 10.01046 6280 10 NARAMATA RD TODD RD POPLAR GROVE RD 9.1 107 49 1,025 73 74 70 72 Mod V Good 18 9 2.8 8.7 9.6 9.4 9.2 10.0 10.0 10.0 10.0 10.01047 6280 20 NARAMATA RD POPLAR GROVE RD OHLHAUSEN RD 8.7 319 138 2,908 92 86 82 88 Strng Excellent 1 7 2.0 10.0 9.6 10.0 9.4 10.0 10.0 9.9 10.0 10.01048 6280 30 NARAMATA RD OHLHAUSEN RD RIDDLE RD 9.7 359 174 3,652 81 88 85 84 Strng V Good 10 9 1.9 9.7 9.7 9.5 9.2 10.0 10.0 9.8 10.0 10.0296 6280 40 NARAMATA RD RIDDLE RD THREE MILE RD 9.6 122 58 1,225 81 78 88 82 Strng V Good 11 9 2.5 10.0 9.6 9.1 9.3 10.0 10.0 9.8 10.0 10.0925 6280 50 NARAMATA RD FLEET RD THREE MILE RD 9.1 273 124 2,608 81 84 73 80 Mod V Good 6 13 2.1 10.0 9.0 10.0 9.4 9.9 10.0 9.3 10.0 10.0924 6280 60 NARAMATA RD FLEET RD SUTHERLAND RD 9.6 299 143 3,012 91 79 89 87 Strng Excellent 4 6 2.4 10.0 9.3 10.0 10.0 9.2 10.0 10.0 10.0 10.0922 6280 70 NARAMATA RD SUTHERLAND RD MAYNARD RD 10.2 441 225 4,724 93 87 83 89 Strng Excellent 1 6 1.9 10.0 9.7 10.0 9.5 10.0 10.0 9.9 10.0 10.0921 6280 80 NARAMATA RD MAYNARD RD PEARSON RD 9.7 716 347 7,282 82 82 70 79 Mod V Good 7 11 2.2 9.8 9.3 9.8 9.3 10.0 10.0 9.6 10.0 10.0289 6280 90 NARAMATA RD PEARSON RD NORTH END 9.8 160 78 1,644 81 66 83 78 Strng V Good 9 10 3.5 10.0 9.6 9.3 9.2 10.0 10.0 9.8 10.0 10.0605 6300 10 NELSON AVE PRESTON AVE MANITOBA ST 10.6 303 161 3,376 84 66 60 78 Mod V Good 7 8 8.9 10.0 9.1 9.8 10.0 9.5 10.0 9.6 9.8 10.0795 6300 20 NELSON AVE MANITOBA ST GOVERNMENT ST 10.1 290 146 3,071 87 68 60 81 Mod V Good 2 11 5.0 10.0 9.2 10.0 9.6 10.0 10.0 9.7 9.8 10.0798 6310 10 NELSON AVE GOVERNMENT ST KING ST 10.5 80 42 888 75 55 60 69 Mod Good 23 2 9.3 10.0 9.9 8.4 10.0 10.0 10.0 9.2 9.8 10.0792 6310 20 NELSON AVE KING ST QUEEN ST 10.2 100 51 1,077 63 33 60 53 Mod Fair 30 8 11.7 10.0 9.2 7.6 10.0 10.0 10.0 9.3 9.8 10.0791 6310 30 NELSON AVE QUEEN ST KILLARNEY ST 10.2 57 29 609 65 38 80 56 Strng Fair 12 23 7.8 10.0 7.9 9.0 9.3 10.0 10.0 9.8 9.8 10.0790 6310 40 NELSON AVE KILLARNEY ST KILWINNING ST 11.0 95 52 1,095 74 70 60 73 Mod V Good 16 10 3.1 10.0 9.3 8.9 9.5 10.0 10.0 9.4 10.0 10.0183 6310 50 NELSON AVE KILWINNING ST KENSINGTON ST 11.0 94 52 1,090 87 72 60 82 Mod V Good 0 13 2.9 10.0 9.3 10.0 9.1 10.0 10.0 10.0 10.0 10.097 6320 10 NESBITT CRES FAIRFORD DR FAIRFORD DR 9.0 303 136 2,860 100 90 60 97 Mod Excellent 0 0 3.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.077 6330 10 NICHOLSON PL WEST END NICHOLSON ST 15.9 46 36 764 76 56 60 69 Mod Good 17 7 6.9 10.0 10.0 9.6 9.2 10.0 8.4 10.0 9.8 9.9

669 6340 10 NICHOLSON ST MURRAY DR NICHOLSON PL 9.0 75 34 708 90 80 60 86 Mod Excellent 4 6 2.4 10.0 10.0 9.6 9.3 10.0 10.0 10.0 10.0 10.076 6340 20 NICHOLSON ST NICHOLSON PL FALCON CRT 9.0 150 68 1,420 81 62 60 75 Mod V Good 8 11 5.4 10.0 9.8 9.2 9.0 10.0 10.0 10.0 9.8 10.0

525 6350 10 NORTON ST WADE AVE E NANAIMO AVE E 11.4 177 101 2,116 85 66 60 78 Mod V Good 9 6 5.1 10.0 9.3 9.7 10.0 10.0 10.0 9.2 9.8 10.0523 6350 20 NORTON ST NANAIMO AVE E WESTMINSTER AVE E 7.3 174 63 1,333 87 68 60 81 Mod V Good 4 9 5.8 10.0 9.8 10.0 9.2 9.8 10.0 9.6 9.8 10.0524 6360 10 NORTON ST WESTMINSTER AVE E NORTH END 7.0 101 35 741 75 55 60 68 Mod Good 23 1 9.2 8.1 10.0 10.0 10.0 10.0 10.0 9.4 9.8 10.0

1122 6370 10 OAKVILLE ST SOUTH END FAIRWAY AVE 4.3 47 10 212 73 52 60 66 Mod Good 24 3 12.9 10.0 9.8 8.7 10.0 10.0 9.6 9.0 9.8 10.01125 6370 20 OAKVILLE ST FAIRWAY AVE KAMLOOPS AVE 9.8 136 67 1,401 72 58 60 67 Mod Good 22 6 4.4 9.4 10.0 8.5 9.4 10.0 10.0 9.8 9.8 10.01124 6370 30 OAKVILLE ST KAMLOOPS AVE REVELSTOKE AVE 8.0 83 33 698 100 90 60 97 Mod Excellent 0 0 1.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.01123 6370 40 OAKVILLE ST REVELSTOKE AVE CHASE AVE 8.4 85 36 752 96 86 60 92 Mod Excellent 5 0 2.2 10.0 10.0 10.0 10.0 10.0 10.0 9.4 10.0 10.0459 6370 50 OAKVILLE ST CHASE AVE HWY 97 7.2 88 32 663 86 67 60 80 Mod V Good 13 1 4.9 10.0 10.0 9.7 10.0 9.5 10.0 9.4 9.8 9.5297 6390 10 OHLHAUSEN RD WEST END NARAMATA RD 3.8 149 28 595 75 55 60 68 Mod Good 16 9 4.9 9.9 9.1 8.7 10.0 9.5 10.0 10.0 9.8 10.0230 6410 10 OKANAGAN AVE E MAIN ST AMHERST ST 11.0 153 84 1,762 82 75 60 79 Mod V Good 14 4 2.7 10.0 9.5 10.0 10.0 9.4 10.0 8.8 10.0 9.8857 6410 20 OKANAGAN AVE E AMHERST ST SUMAC ST 12.0 111 66 1,395 89 75 60 84 Mod V Good 4 7 2.7 10.0 9.8 10.0 9.3 10.0 10.0 9.5 10.0 10.0858 6410 30 OKANAGAN AVE E SUMAC ST CAMROSE AVE 12.0 152 91 1,911 92 76 60 86 Mod Excellent 2 6 3.0 10.0 9.7 10.0 9.5 9.6 10.0 10.0 10.0 10.0860 6410 40 OKANAGAN AVE E CAMROSE AVE GOVERNMENT ST 12.7 231 147 3,087 77 57 60 70 Mod V Good 8 15 4.8 10.0 9.6 9.2 8.7 10.0 10.0 10.0 9.8 10.0868 6420 10 OKANAGAN AVE E GOVERNMENT ST BARNES ST 11.7 175 103 2,154 95 84 60 91 Mod Excellent 5 0 2.7 10.0 10.0 10.0 10.0 9.4 10.0 9.7 10.0 10.0

1014 6420 20 OKANAGAN AVE E BARNES ST INDUSTRIAL AVE E 12.0 39 23 489 83 64 60 76 Mod V Good 14 4 7.0 10.0 9.7 8.7 10.0 10.0 10.0 10.0 9.7 10.01011 6420 30 OKANAGAN AVE E INDUSTRIAL AVE E DARTMOUTH RD 12.0 176 106 2,223 74 64 60 71 Mod V Good 22 4 3.7 9.1 9.5 9.3 10.0 10.0 10.0 9.3 10.0 10.0204 6420 40 OKANAGAN AVE E DARTMOUTH RD EAST END 12.6 705 442 9,290 96 87 60 93 Mod Excellent 0 4 2.7 10.0 10.0 10.0 9.6 10.0 10.0 10.0 10.0 10.0137 6440 10 OKANAGAN AVE W CHATHAM ST QUEBEC ST 9.7 143 69 1,457 84 65 60 77 Mod V Good 9 7 4.3 10.0 9.9 9.4 9.3 10.0 10.0 9.6 9.8 10.0640 6440 20 OKANAGAN AVE W QUEBEC ST FAIRFORD DR 9.7 76 37 773 73 52 60 66 Mod Good 17 10 6.7 10.0 8.9 9.2 9.9 10.0 10.0 8.9 9.8 10.0636 6440 30 OKANAGAN AVE W FAIRFORD DR WYLES CRES 9.7 69 33 702 87 68 60 81 Mod V Good 0 13 6.2 10.0 9.6 10.0 9.0 10.0 10.0 10.0 9.7 10.0637 6440 40 OKANAGAN AVE W WYLES CRES BRUCE CRT 9.7 48 23 491 81 62 60 75 Mod V Good 7 12 5.3 10.0 9.3 9.5 9.2 10.0 10.0 9.8 9.8 10.0638 6440 50 OKANAGAN AVE W BRUCE CRT ATKINSON ST 9.7 91 44 924 76 56 60 69 Mod Good 9 15 6.6 10.0 9.2 9.1 9.1 10.0 10.0 10.0 9.8 10.0847 6450 10 OKANAGAN AVE W ATKINSON ST MAIN ST 9.6 293 141 2,958 68 53 60 63 Mod Good 18 13 5.1 10.0 9.2 9.5 9.2 10.0 10.0 8.4 9.9 10.0380 6460 10 ONTARIO ST FORESTBROOK DR ECKHARDT AVE E 10.8 367 198 4,158 88 69 60 82 Mod V Good 9 2 3.9 10.0 9.7 10.0 10.0 9.3 10.0 9.2 10.0 10.0462 6470 10 ORCHARD AVE ECKHARDT AVE W CARIBOU ST 8.8 34 15 317 79 59 60 72 Mod V Good 18 3 16.2 9.1 9.8 9.1 10.0 10.0 10.0 10.0 9.8 10.0463 6470 20 ORCHARD AVE CARIBOU ST MAURICE ST 9.5 95 45 945 42 29 60 38 Mod Poor 53 5 10.1 7.4 9.5 7.7 10.0 10.0 10.0 9.3 9.9 10.0466 6470 30 ORCHARD AVE MAURICE ST YOUNG ST 9.9 94 47 979 77 57 60 70 Mod Good 21 2 6.6 10.0 9.9 9.1 10.0 10.0 10.0 8.4 9.8 10.0465 6470 40 ORCHARD AVE YOUNG ST HANSEN ST 9.7 95 46 963 75 54 60 68 Mod Good 24 1 5.9 10.0 10.0 9.0 10.0 10.0 10.0 8.3 9.8 10.0469 6470 50 ORCHARD AVE HANSEN ST LATIMER ST 9.7 41 20 420 57 47 60 53 Mod Fair 38 6 6.1 8.6 9.4 8.3 10.0 10.0 10.0 9.2 9.8 10.0154 6470 60 ORCHARD AVE LATIMER ST TENNIS ST 9.5 54 26 536 66 39 60 57 Mod Fair 30 4 8.1 10.0 9.6 7.8 10.0 10.0 10.0 9.0 9.8 10.0

Page 79: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 30 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

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men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

1051 6270 30 NARAMATA RD EVANS AVE DAVENPORT AVE 9.0 455 205 4,3001050 6270 40 NARAMATA RD DAVENPORT AVE CHAPMAN RD 9.4 365 171 3,5931049 6270 50 NARAMATA RD CHAPMAN RD TODD RD 9.2 158 73 1,5271046 6280 10 NARAMATA RD TODD RD POPLAR GROVE RD 9.1 107 49 1,0251047 6280 20 NARAMATA RD POPLAR GROVE RD OHLHAUSEN RD 8.7 319 138 2,9081048 6280 30 NARAMATA RD OHLHAUSEN RD RIDDLE RD 9.7 359 174 3,652296 6280 40 NARAMATA RD RIDDLE RD THREE MILE RD 9.6 122 58 1,225925 6280 50 NARAMATA RD FLEET RD THREE MILE RD 9.1 273 124 2,608924 6280 60 NARAMATA RD FLEET RD SUTHERLAND RD 9.6 299 143 3,012922 6280 70 NARAMATA RD SUTHERLAND RD MAYNARD RD 10.2 441 225 4,724921 6280 80 NARAMATA RD MAYNARD RD PEARSON RD 9.7 716 347 7,282289 6280 90 NARAMATA RD PEARSON RD NORTH END 9.8 160 78 1,644605 6300 10 NELSON AVE PRESTON AVE MANITOBA ST 10.6 303 161 3,376795 6300 20 NELSON AVE MANITOBA ST GOVERNMENT ST 10.1 290 146 3,071798 6310 10 NELSON AVE GOVERNMENT ST KING ST 10.5 80 42 888792 6310 20 NELSON AVE KING ST QUEEN ST 10.2 100 51 1,077791 6310 30 NELSON AVE QUEEN ST KILLARNEY ST 10.2 57 29 609790 6310 40 NELSON AVE KILLARNEY ST KILWINNING ST 11.0 95 52 1,095183 6310 50 NELSON AVE KILWINNING ST KENSINGTON ST 11.0 94 52 1,09097 6320 10 NESBITT CRES FAIRFORD DR FAIRFORD DR 9.0 303 136 2,86077 6330 10 NICHOLSON PL WEST END NICHOLSON ST 15.9 46 36 764

669 6340 10 NICHOLSON ST MURRAY DR NICHOLSON PL 9.0 75 34 70876 6340 20 NICHOLSON ST NICHOLSON PL FALCON CRT 9.0 150 68 1,420

525 6350 10 NORTON ST WADE AVE E NANAIMO AVE E 11.4 177 101 2,116523 6350 20 NORTON ST NANAIMO AVE E WESTMINSTER AVE E 7.3 174 63 1,333524 6360 10 NORTON ST WESTMINSTER AVE E NORTH END 7.0 101 35 741

1122 6370 10 OAKVILLE ST SOUTH END FAIRWAY AVE 4.3 47 10 2121125 6370 20 OAKVILLE ST FAIRWAY AVE KAMLOOPS AVE 9.8 136 67 1,4011124 6370 30 OAKVILLE ST KAMLOOPS AVE REVELSTOKE AVE 8.0 83 33 6981123 6370 40 OAKVILLE ST REVELSTOKE AVE CHASE AVE 8.4 85 36 752459 6370 50 OAKVILLE ST CHASE AVE HWY 97 7.2 88 32 663297 6390 10 OHLHAUSEN RD WEST END NARAMATA RD 3.8 149 28 595230 6410 10 OKANAGAN AVE E MAIN ST AMHERST ST 11.0 153 84 1,762857 6410 20 OKANAGAN AVE E AMHERST ST SUMAC ST 12.0 111 66 1,395858 6410 30 OKANAGAN AVE E SUMAC ST CAMROSE AVE 12.0 152 91 1,911860 6410 40 OKANAGAN AVE E CAMROSE AVE GOVERNMENT ST 12.7 231 147 3,087868 6420 10 OKANAGAN AVE E GOVERNMENT ST BARNES ST 11.7 175 103 2,154

1014 6420 20 OKANAGAN AVE E BARNES ST INDUSTRIAL AVE E 12.0 39 23 4891011 6420 30 OKANAGAN AVE E INDUSTRIAL AVE E DARTMOUTH RD 12.0 176 106 2,223204 6420 40 OKANAGAN AVE E DARTMOUTH RD EAST END 12.6 705 442 9,290137 6440 10 OKANAGAN AVE W CHATHAM ST QUEBEC ST 9.7 143 69 1,457640 6440 20 OKANAGAN AVE W QUEBEC ST FAIRFORD DR 9.7 76 37 773636 6440 30 OKANAGAN AVE W FAIRFORD DR WYLES CRES 9.7 69 33 702637 6440 40 OKANAGAN AVE W WYLES CRES BRUCE CRT 9.7 48 23 491638 6440 50 OKANAGAN AVE W BRUCE CRT ATKINSON ST 9.7 91 44 924847 6450 10 OKANAGAN AVE W ATKINSON ST MAIN ST 9.6 293 141 2,958380 6460 10 ONTARIO ST FORESTBROOK DR ECKHARDT AVE E 10.8 367 198 4,158462 6470 10 ORCHARD AVE ECKHARDT AVE W CARIBOU ST 8.8 34 15 317463 6470 20 ORCHARD AVE CARIBOU ST MAURICE ST 9.5 95 45 945466 6470 30 ORCHARD AVE MAURICE ST YOUNG ST 9.9 94 47 979465 6470 40 ORCHARD AVE YOUNG ST HANSEN ST 9.7 95 46 963469 6470 50 ORCHARD AVE HANSEN ST LATIMER ST 9.7 41 20 420154 6470 60 ORCHARD AVE LATIMER ST TENNIS ST 9.5 54 26 536

Project Summary

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5200 5200 - NARAMATA RD 978 9,419 77 V Good 2 45200 5200 - NARAMATA RD 978 9,419 77 V Good 2 45200 5200 - NARAMATA RD 978 9,419 77 V Good 2 45210 5210 - NARAMATA RD 906 8,811 83 V Good 3 45210 5210 - NARAMATA RD 906 8,811 83 V Good 3 45210 5210 - NARAMATA RD 906 8,811 83 V Good 3 45210 5210 - NARAMATA RD 906 8,811 83 V Good 3 45220 5220 - NARAMATA RD 1,012 10,344 86 Excellent 3 45220 5220 - NARAMATA RD 1,012 10,344 86 Excellent 3 45220 5220 - NARAMATA RD 1,012 10,344 86 Excellent 3 45230 5230 - NARAMATA RD 875 8,926 78 V Good 2 45230 5230 - NARAMATA RD 875 8,926 78 V Good 2 45240 5240 - NELSON AVE 593 6,447 79 V Good 2 55240 5240 - NELSON AVE 593 6,447 79 V Good 2 55250 5250 - NELSON AVE 427 4,758 67 Good 2 55250 5250 - NELSON AVE 427 4,758 67 Good 2 55250 5250 - NELSON AVE 427 4,758 67 Good 2 55250 5250 - NELSON AVE 427 4,758 67 Good 2 55250 5250 - NELSON AVE 427 4,758 67 Good 2 55260 5260 - NESBITT CRES 303 2,860 96 Excellent 2 55270 5270 - NICHOLSON PL 46 764 69 Good 2 55280 5280 - NICHOLSON ST 225 2,128 78 V Good 2 55280 5280 - NICHOLSON ST 225 2,128 78 V Good 2 55290 5290 - NORTON ST 350 3,449 79 V Good 2 55290 5290 - NORTON ST 350 3,449 79 V Good 2 55300 5300 - NORTON ST 101 741 68 Good 2 55310 5310 - OAKVILLE ST 183 1,613 67 Good 2 55310 5310 - OAKVILLE ST 183 1,613 67 Good 2 55320 5320 - OAKVILLE ST 256 2,112 89 Excellent 2 55320 5320 - OAKVILLE ST 256 2,112 89 Excellent 2 55320 5320 - OAKVILLE ST 256 2,112 89 Excellent 2 55330 5330 - OHLHAUSEN RD 149 595 68 Good 2 65340 5340 - OKANAGAN AVE E 646 8,155 78 V Good 2 25340 5340 - OKANAGAN AVE E 646 8,155 78 V Good 2 25340 5340 - OKANAGAN AVE E 646 8,155 78 V Good 2 25340 5340 - OKANAGAN AVE E 646 8,155 78 V Good 2 25350 5350 - OKANAGAN AVE E 175 2,154 91 Excellent 2 25360 5360 - OKANAGAN AVE E 215 2,712 72 V Good 2 25360 5360 - OKANAGAN AVE E 215 2,712 72 V Good 2 25370 5370 - OKANAGAN AVE E 705 9,290 93 Excellent 2 25380 5380 - OKANAGAN AVE W 427 4,347 74 V Good 2 55380 5380 - OKANAGAN AVE W 427 4,347 74 V Good 2 55380 5380 - OKANAGAN AVE W 427 4,347 74 V Good 2 55380 5380 - OKANAGAN AVE W 427 4,347 74 V Good 2 55380 5380 - OKANAGAN AVE W 427 4,347 74 V Good 2 55390 5390 - OKANAGAN AVE W 293 2,958 63 Good 2 55400 5400 - ONTARIO ST 367 4,158 82 V Good 2 55410 5410 - ORCHARD AVE 34 317 72 V Good 2 55420 5420 - ORCHARD AVE 95 945 37 Poor 2 55430 5430 - ORCHARD AVE 465 4,707 66 Good 2 55430 5430 - ORCHARD AVE 465 4,707 66 Good 2 55430 5430 - ORCHARD AVE 465 4,707 66 Good 2 55430 5430 - ORCHARD AVE 465 4,707 66 Good 2 5

Page 80: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 31 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

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et N

umbe

r

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528 6470 70 ORCHARD AVE TENNIS ST WINNIPEG ST 9.5 181 86 1,810 77 57 60 71 Mod V Good 19 4 5.0 10.0 9.6 8.8 10.0 10.0 10.0 9.2 9.8 10.0147 6490 10 ORCHARD AVE WINNIPEG ST MARTIN ST 9.7 129 63 1,314 86 68 60 80 Mod V Good 11 3 9.5 10.0 9.8 9.2 10.0 9.4 10.0 10.0 9.7 10.0947 6510 10 ORILLIA ST JAMES ST FORESTBROOK DR 8.9 185 82 1,729 86 67 60 80 Mod V Good 8 6 4.4 10.0 10.0 10.0 9.4 10.0 9.9 9.1 9.8 10.023 6520 10 PACIFIC CRES HWY 97 ECKHARDT AVE W 7.4 298 111 2,321 83 64 60 76 Mod V Good 15 3 6.5 9.2 10.0 9.7 10.0 9.5 9.8 10.0 9.6 10.0

543 6540 10 PADMORE AVE E MAIN ST ELLIS ST 11.5 87 50 1,045 84 65 60 78 Mod V Good 14 2 7.0 10.0 10.0 9.3 10.0 10.0 9.8 9.3 9.8 10.0551 6540 20 PADMORE AVE E ELLIS ST VAN HORNE AVE 10.5 85 45 941 88 69 60 81 Mod V Good 11 2 5.8 10.0 10.0 10.0 10.0 10.0 9.8 8.8 9.7 10.0165 6550 10 PADMORE AVE E VAN HORNE AVE BRAID ST 10.5 85 45 942 88 69 60 82 Mod V Good 10 1 5.7 10.0 10.0 9.2 10.0 10.0 10.0 9.7 9.7 10.0556 6550 20 PADMORE AVE E BRAID ST PAPINEAU ST 10.5 85 45 943 83 65 60 77 Mod V Good 15 2 6.5 10.0 10.0 8.8 10.0 10.0 10.0 9.6 9.8 10.0159 6570 10 PADMORE AVE W MARTIN ST MAIN ST 11.1 87 48 1,012 73 52 60 66 Mod Good 22 5 6.4 10.0 9.6 8.4 10.0 10.0 10.0 9.2 9.8 10.0227 6580 10 PAGE AVE WEST END DARTMOUTH RD 10.5 94 49 1,034 67 50 60 61 Mod Good 32 1 5.5 10.0 10.0 7.8 10.0 8.8 10.0 9.4 9.9 9.9766 6600 10 PAPINEAU ST ECKHARDT AVE E WHITE AVE E 10.6 159 84 1,768 91 73 60 85 Mod Excellent 2 7 4.9 10.0 9.6 10.0 9.7 9.7 10.0 9.9 9.8 10.0558 6600 20 PAPINEAU ST WHITE AVE E PADMORE AVE E 10.8 165 89 1,865 99 90 60 96 Mod Excellent 1 0 2.3 10.0 10.0 10.0 10.0 10.0 10.0 9.9 10.0 10.0553 6600 30 PAPINEAU ST PADMORE AVE E GOVERNMENT ST 10.8 45 24 513 95 85 60 92 Mod Excellent 0 5 5.7 10.0 10.0 10.0 9.6 10.0 10.0 10.0 9.7 10.0278 6610 10 PARHAM PL SOUTH END PENTICTON AVE 13.2 44 29 608 73 51 60 66 Mod Good 26 1 13.5 8.2 10.0 9.5 10.0 9.6 9.7 10.0 9.7 10.081 6630 10 PARIS ST SE END WATERFORD AVE 12.3 101 62 1,302 86 67 100 85 Strng V Good 13 1 4.3 10.0 10.0 8.7 10.0 10.0 10.0 10.0 9.7 10.0

685 6630 20 PARIS ST WATERFORD AVE GREEN AVE W 8.1 265 107 2,257 79 59 25 60 Weak Good 11 10 4.8 10.0 9.7 9.3 9.2 9.6 10.0 9.7 9.8 10.0701 6650 10 PARKVIEW ST SOUTH END ELM AVE 13.8 104 72 1,505 100 90 60 97 Mod Excellent 0 0 3.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0699 6650 20 PARKVIEW ST ELM AVE LEE AVE 11.6 120 69 1,458 96 86 60 92 Mod Excellent 3 2 5.5 10.0 10.0 10.0 10.0 10.0 10.0 9.7 9.7 10.0476 6670 10 PARKWAY PL WEST END HWY 97 15.0 80 60 1,264 77 57 60 70 Mod Good 22 1 6.7 10.0 10.0 8.4 10.0 9.1 10.0 9.7 9.8 10.0130 6690 10 PARMLEY PL SOUTH MAIN ST EAST END 15.4 33 25 535 82 63 60 76 Mod V Good 8 11 9.3 10.0 9.8 9.2 9.0 10.0 10.0 10.0 9.8 10.0367 6710 10 PARTRIDGE DR EVERGREEN DR NE END 11.7 363 213 4,465 100 90 66 89 Mod Excellent 0 0 3.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

10300 5210 20 PEARSON RD LINDSAY RD NARAMATA RD 4.6 229 53 1,104 95 85 60 91 Mod Excellent 4 1 4.4 10.0 10.0 10.0 10.0 9.2 10.0 10.0 9.7 10.0300 6730 10 PEARSON RD WEST END LINDSAY RD 4.5 43 10 204 96 86 60 93 Mod Excellent 3 2 7.7 10.0 10.0 10.0 10.0 9.4 10.0 10.0 9.7 10.0202 6750 10 PENROSE CRT EVERGREEN DR NW END 11.4 186 106 2,226 96 87 60 93 Mod Excellent 2 1 4.9 10.0 10.0 10.0 10.0 9.5 10.0 10.0 9.8 10.0804 6760 10 PENTICTON AVE MAIN ST MANITOBA ST 11.0 301 165 3,474 92 77 60 87 Mod Excellent 1 7 3.9 10.0 9.1 10.0 10.0 10.0 10.0 9.8 10.0 10.0609 6760 20 PENTICTON AVE MANITOBA ST GOVERNMENT ST 11.0 285 157 3,295 83 64 60 77 Mod V Good 7 10 3.7 10.0 8.8 9.8 9.9 10.0 10.0 9.4 10.0 10.0182 6770 10 PENTICTON AVE GOVERNMENT ST KING ST 11.8 92 54 1,134 93 79 86 87 Strng Excellent 1 7 5.5 10.0 9.5 10.0 9.9 10.0 10.0 9.9 9.7 10.0824 6770 20 PENTICTON AVE KING ST QUEEN ST 10.3 93 48 1,003 85 66 84 80 Strng V Good 4 12 4.8 10.0 8.9 9.7 9.7 9.8 10.0 10.0 9.8 10.0825 6770 30 PENTICTON AVE QUEEN ST KILLARNEY ST 10.3 95 49 1,027 83 64 83 78 Strng V Good 2 15 4.8 9.9 8.4 10.0 9.9 10.0 10.0 9.8 9.8 10.0826 6770 40 PENTICTON AVE KILLARNEY ST KILWINNING ST 9.8 95 47 977 76 55 81 72 Strng V Good 16 9 7.0 9.7 9.0 9.1 10.0 9.9 10.0 9.6 9.9 10.0955 6770 50 PENTICTON AVE KILWINNING ST KENSINGTON ST 10.1 94 48 998 78 59 68 71 Mod V Good 13 9 5.4 10.0 9.0 9.2 10.0 9.8 10.0 9.5 9.9 10.0957 6770 60 PENTICTON AVE KENSINGTON ST EDGEWOOD DR 10.1 177 89 1,871 81 62 83 77 Strng V Good 7 12 4.6 10.0 8.7 9.8 10.0 9.7 10.0 9.7 9.8 9.9974 6780 10 PENTICTON AVE EDGEWOOD DR DEBECK RD 10.6 164 87 1,825 84 66 81 79 Strng V Good 9 7 5.6 10.0 9.3 9.7 10.0 10.0 10.0 9.2 9.8 10.0954 6780 20 PENTICTON AVE DEBECK RD PARHAM PL 11.0 157 86 1,815 76 56 82 73 Strng V Good 9 15 6.5 9.6 8.7 9.6 9.5 9.9 10.0 9.9 9.9 10.0952 6780 30 PENTICTON AVE PARHAM PL McPHERSON PL 11.0 126 69 1,457 66 46 83 65 Strng Good 19 15 6.3 9.6 9.1 8.5 9.1 10.0 10.0 10.0 9.9 10.0283 6780 40 PENTICTON AVE McPHERSON PL EAST END 8.9 921 410 8,604 89 70 77 81 Strng V Good 6 4 3.8 9.9 9.6 9.7 9.9 10.0 10.0 10.0 10.0 9.8146 6800 10 PERKINS CRES NW END WINNIPEG ST 9.2 146 67 1,408 72 54 60 66 Mod Good 25 3 4.9 7.9 9.8 9.5 10.0 10.0 10.0 10.0 9.8 10.0118 6810 10 PHOENIX AVE GREER ST ATKINSON ST 8.9 260 116 2,426 63 38 60 55 Mod Fair 32 5 7.9 7.9 9.8 9.4 9.7 9.7 9.9 9.5 9.8 10.0180 6820 10 PICKERING ST HAVEN HILL RD WADE AVE E 9.4 353 166 3,479 81 62 60 74 Mod V Good 15 4 4.8 10.0 9.6 10.0 10.0 8.8 10.0 8.8 9.8 10.0200 6830 10 PINE ST DUNANT CRES MacCLEAVE AVE 10.7 122 65 1,372 90 70 60 84 Mod V Good 7 3 7.7 10.0 10.0 10.0 10.0 9.1 10.0 9.7 9.7 10.0997 6840 10 PINE ST MacCLEAVE AVE NAISH DR 8.7 79 34 724 98 89 60 95 Mod Excellent 0 2 4.2 10.0 9.9 10.0 10.0 10.0 10.0 10.0 9.8 10.0999 6840 20 PINE ST NAISH DR WOODLANDS PL 9.0 79 36 750 99 90 60 96 Mod Excellent 0 1 4.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0980 6840 30 PINE ST WOODLANDS PL DUNCAN AVE E 9.1 87 40 832 99 90 60 96 Mod Excellent 0 1 4.3 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0

1129 6850 10 PINE ST DUNCAN AVE E RIDGEDALE AVE 8.2 109 45 941 65 38 60 56 Mod Fair 26 9 11.7 9.0 9.4 8.7 9.6 10.0 9.8 9.8 9.8 10.0885 6860 10 PINEVIEW PL PINEVIEW RD NORTH END 14.0 73 51 1,077 89 70 60 83 Mod V Good 9 2 5.8 10.0 9.9 9.5 10.0 10.0 10.0 9.6 9.8 10.0388 6880 10 PINEVIEW RD SOUTH MAIN ST PINEVIEW PL 11.2 82 46 961 75 54 80 71 Strng V Good 17 8 5.8 10.0 9.1 8.8 10.0 10.0 10.0 9.4 9.8 10.0891 6880 20 PINEVIEW RD PINEVIEW PL CRAIG DR 11.4 71 40 846 75 67 84 75 Strng V Good 12 12 3.4 10.0 8.5 9.5 10.0 9.8 10.0 9.3 9.9 10.0892 6880 30 PINEVIEW RD CRAIG DR DAFOE ST 11.5 126 72 1,518 66 72 83 72 Strng V Good 21 12 3.0 10.0 8.4 8.4 10.0 9.9 10.0 9.5 10.0 10.0893 6880 40 PINEVIEW RD DAFOE ST CORRY PL 11.3 31 18 369 71 48 80 67 Strng Good 15 14 7.0 10.0 8.3 9.2 10.0 10.0 10.0 9.2 9.9 10.0895 6880 50 PINEVIEW RD CORRY PL GARDNER CRT 11.8 128 75 1,583 73 55 81 71 Strng V Good 13 14 4.9 10.0 8.4 9.7 10.0 10.0 10.0 8.7 9.9 10.0898 6880 60 PINEVIEW RD GARDNER CRT BRENTVIEW PL 11.3 68 38 802 75 64 76 73 Strng V Good 13 12 3.7 10.0 8.5 9.4 10.0 10.0 10.0 9.1 10.0 10.0902 6880 70 PINEVIEW RD BRENTVIEW PL DARTMOUTH DR 12.5 232 145 3,041 75 62 59 67 Mod Good 4 22 3.9 10.0 7.7 10.0 9.6 9.9 10.0 9.6 10.0 10.01034 6890 10 PINEVIEW RD DARTMOUTH DR LAUREL PL 11.4 181 103 2,164 85 67 83 80 Strng V Good 3 12 4.3 10.0 8.9 10.0 9.8 10.0 10.0 9.6 9.8 10.0

Page 81: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 32 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

528 6470 70 ORCHARD AVE TENNIS ST WINNIPEG ST 9.5 181 86 1,810147 6490 10 ORCHARD AVE WINNIPEG ST MARTIN ST 9.7 129 63 1,314947 6510 10 ORILLIA ST JAMES ST FORESTBROOK DR 8.9 185 82 1,72923 6520 10 PACIFIC CRES HWY 97 ECKHARDT AVE W 7.4 298 111 2,321

543 6540 10 PADMORE AVE E MAIN ST ELLIS ST 11.5 87 50 1,045551 6540 20 PADMORE AVE E ELLIS ST VAN HORNE AVE 10.5 85 45 941165 6550 10 PADMORE AVE E VAN HORNE AVE BRAID ST 10.5 85 45 942556 6550 20 PADMORE AVE E BRAID ST PAPINEAU ST 10.5 85 45 943159 6570 10 PADMORE AVE W MARTIN ST MAIN ST 11.1 87 48 1,012227 6580 10 PAGE AVE WEST END DARTMOUTH RD 10.5 94 49 1,034766 6600 10 PAPINEAU ST ECKHARDT AVE E WHITE AVE E 10.6 159 84 1,768558 6600 20 PAPINEAU ST WHITE AVE E PADMORE AVE E 10.8 165 89 1,865553 6600 30 PAPINEAU ST PADMORE AVE E GOVERNMENT ST 10.8 45 24 513278 6610 10 PARHAM PL SOUTH END PENTICTON AVE 13.2 44 29 60881 6630 10 PARIS ST SE END WATERFORD AVE 12.3 101 62 1,302685 6630 20 PARIS ST WATERFORD AVE GREEN AVE W 8.1 265 107 2,257701 6650 10 PARKVIEW ST SOUTH END ELM AVE 13.8 104 72 1,505699 6650 20 PARKVIEW ST ELM AVE LEE AVE 11.6 120 69 1,458476 6670 10 PARKWAY PL WEST END HWY 97 15.0 80 60 1,264130 6690 10 PARMLEY PL SOUTH MAIN ST EAST END 15.4 33 25 535367 6710 10 PARTRIDGE DR EVERGREEN DR NE END 11.7 363 213 4,465

10300 5210 20 PEARSON RD LINDSAY RD NARAMATA RD 4.6 229 53 1,104300 6730 10 PEARSON RD WEST END LINDSAY RD 4.5 43 10 204202 6750 10 PENROSE CRT EVERGREEN DR NW END 11.4 186 106 2,226804 6760 10 PENTICTON AVE MAIN ST MANITOBA ST 11.0 301 165 3,474609 6760 20 PENTICTON AVE MANITOBA ST GOVERNMENT ST 11.0 285 157 3,295182 6770 10 PENTICTON AVE GOVERNMENT ST KING ST 11.8 92 54 1,134824 6770 20 PENTICTON AVE KING ST QUEEN ST 10.3 93 48 1,003825 6770 30 PENTICTON AVE QUEEN ST KILLARNEY ST 10.3 95 49 1,027826 6770 40 PENTICTON AVE KILLARNEY ST KILWINNING ST 9.8 95 47 977955 6770 50 PENTICTON AVE KILWINNING ST KENSINGTON ST 10.1 94 48 998957 6770 60 PENTICTON AVE KENSINGTON ST EDGEWOOD DR 10.1 177 89 1,871974 6780 10 PENTICTON AVE EDGEWOOD DR DEBECK RD 10.6 164 87 1,825954 6780 20 PENTICTON AVE DEBECK RD PARHAM PL 11.0 157 86 1,815952 6780 30 PENTICTON AVE PARHAM PL McPHERSON PL 11.0 126 69 1,457283 6780 40 PENTICTON AVE McPHERSON PL EAST END 8.9 921 410 8,604146 6800 10 PERKINS CRES NW END WINNIPEG ST 9.2 146 67 1,408118 6810 10 PHOENIX AVE GREER ST ATKINSON ST 8.9 260 116 2,426180 6820 10 PICKERING ST HAVEN HILL RD WADE AVE E 9.4 353 166 3,479200 6830 10 PINE ST DUNANT CRES MacCLEAVE AVE 10.7 122 65 1,372997 6840 10 PINE ST MacCLEAVE AVE NAISH DR 8.7 79 34 724999 6840 20 PINE ST NAISH DR WOODLANDS PL 9.0 79 36 750980 6840 30 PINE ST WOODLANDS PL DUNCAN AVE E 9.1 87 40 832

1129 6850 10 PINE ST DUNCAN AVE E RIDGEDALE AVE 8.2 109 45 941885 6860 10 PINEVIEW PL PINEVIEW RD NORTH END 14.0 73 51 1,077388 6880 10 PINEVIEW RD SOUTH MAIN ST PINEVIEW PL 11.2 82 46 961891 6880 20 PINEVIEW RD PINEVIEW PL CRAIG DR 11.4 71 40 846892 6880 30 PINEVIEW RD CRAIG DR DAFOE ST 11.5 126 72 1,518893 6880 40 PINEVIEW RD DAFOE ST CORRY PL 11.3 31 18 369895 6880 50 PINEVIEW RD CORRY PL GARDNER CRT 11.8 128 75 1,583898 6880 60 PINEVIEW RD GARDNER CRT BRENTVIEW PL 11.3 68 38 802902 6880 70 PINEVIEW RD BRENTVIEW PL DARTMOUTH DR 12.5 232 145 3,0411034 6890 10 PINEVIEW RD DARTMOUTH DR LAUREL PL 11.4 181 103 2,164

Project Summary

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5430 5430 - ORCHARD AVE 465 4,707 66 Good 2 55440 5440 - ORCHARD AVE 129 1,314 80 V Good 2 25450 5450 - ORILLIA ST 185 1,729 79 V Good 2 55460 5460 - PACIFIC CRES 298 2,321 76 V Good 2 55470 5470 - PADMORE AVE E 172 1,986 79 V Good 2 25470 5470 - PADMORE AVE E 172 1,986 79 V Good 2 25480 5480 - PADMORE AVE E 171 1,885 79 V Good 2 55480 5480 - PADMORE AVE E 171 1,885 79 V Good 2 55490 5490 - PADMORE AVE W 87 1,012 66 Good 2 25500 5500 - PAGE AVE 94 1,034 61 Good 2 25510 5510 - PAPINEAU ST 369 4,146 91 Excellent 2 55510 5510 - PAPINEAU ST 369 4,146 91 Excellent 2 55510 5510 - PAPINEAU ST 369 4,146 91 Excellent 2 55520 5520 - PARHAM PL 44 608 65 Good 2 55530 5530 - PARIS ST 101 1,302 84 V Good 3 35540 5540 - PARIS ST 265 2,257 60 Good 1 35550 5550 - PARKVIEW ST 224 2,963 94 Excellent 2 55550 5550 - PARKVIEW ST 224 2,963 94 Excellent 2 55560 5560 - PARKWAY PL 80 1,264 70 Good 2 25570 5570 - PARMLEY PL 33 535 75 V Good 2 55580 5580 - PARTRIDGE DR 363 4,465 89 Excellent 2 35590 5590 - LINDSAY RD 229 1,104 91 Excellent 2 65600 5600 - PEARSON RD 43 204 92 Excellent 2 65610 5610 - PENROSE CRT 186 2,226 93 Excellent 2 55620 5620 - PENTICTON AVE 586 6,769 82 V Good 2 55620 5620 - PENTICTON AVE 586 6,769 82 V Good 2 55630 5630 - PENTICTON AVE 645 7,010 77 V Good 3 35630 5630 - PENTICTON AVE 645 7,010 77 V Good 3 35630 5630 - PENTICTON AVE 645 7,010 77 V Good 3 35630 5630 - PENTICTON AVE 645 7,010 77 V Good 3 35630 5630 - PENTICTON AVE 645 7,010 77 V Good 3 35630 5630 - PENTICTON AVE 645 7,010 77 V Good 3 35640 5640 - PENTICTON AVE 321 3,640 75 V Good 3 35640 5640 - PENTICTON AVE 321 3,640 75 V Good 3 35650 5650 - PENTICTON AVE 1,047 10,062 79 V Good 3 35650 5650 - PENTICTON AVE 1,047 10,062 79 V Good 3 35660 5660 - PERKINS CRES 146 1,408 66 Good 2 55670 5670 - PHOENIX AVE 260 2,426 54 Fair 2 55680 5680 - PICKERING ST 353 3,479 74 V Good 2 55690 5690 - PINE ST 122 1,372 83 V Good 2 55700 5700 - PINE ST 246 2,306 95 Excellent 2 55700 5700 - PINE ST 246 2,306 95 Excellent 2 55700 5700 - PINE ST 246 2,306 95 Excellent 2 55710 5710 - PINE ST 109 941 55 Fair 2 55720 5720 - PINEVIEW PL 73 1,077 83 V Good 2 55730 5730 - PINEVIEW RD 737 9,120 70 V Good 3 35730 5730 - PINEVIEW RD 737 9,120 70 V Good 3 35730 5730 - PINEVIEW RD 737 9,120 70 V Good 3 35730 5730 - PINEVIEW RD 737 9,120 70 V Good 3 35730 5730 - PINEVIEW RD 737 9,120 70 V Good 3 35730 5730 - PINEVIEW RD 737 9,120 70 V Good 3 35730 5730 - PINEVIEW RD 737 9,120 70 V Good 3 35740 5740 - PINEVIEW RD 769 7,625 77 V Good 3 3

Page 82: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 33 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

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Blo

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1039 6890 20 PINEVIEW RD CEDAR RD LAUREL PL 7.4 331 123 2,573 82 63 78 76 Strng V Good 6 12 4.8 10.0 8.9 9.7 9.7 9.7 9.9 9.9 9.8 10.01042 6890 30 PINEVIEW RD GORDON PL 102-198 CEDAR RD 8.0 78 31 653 84 65 85 80 Strng V Good 9 7 7.1 9.3 9.8 10.0 9.6 10.0 10.0 9.7 9.7 10.01041 6890 40 PINEVIEW RD GORDON PL 102-198 JUNIPER DR 12.0 80 48 1,015 67 42 82 64 Strng Good 23 10 7.0 8.4 9.3 9.6 9.6 9.8 10.0 9.6 9.8 10.01043 6890 50 PINEVIEW RD JUNIPER DR EVERGREEN DR 11.7 99 58 1,220 88 69 83 82 Strng V Good 2 10 3.7 10.0 9.8 10.0 9.1 9.7 10.0 9.9 9.9 10.0246 6910 10 PONDEROSA PL BALSAM AVE NW END 13.7 80 55 1,146 82 63 60 75 Mod V Good 17 1 5.9 10.0 10.0 8.7 10.0 10.0 10.0 9.5 9.8 10.0293 6930 10 POPLAR GROVE RD WEST END NARAMATA RD 5.2 363 95 1,988 91 74 60 85 Mod Excellent 7 2 4.7 10.0 9.9 9.7 10.0 9.0 10.0 10.0 9.8 10.022 6950 10 POWER ST WADE AVE W BIRCH ST 10.5 210 110 2,317 73 61 98 76 Strng V Good 26 1 4.1 7.6 10.0 10.0 10.0 10.0 10.0 9.6 9.8 10.0

341 6950 20 POWER ST BIRCH ST WESTMINSTER AVE E 11.0 178 98 2,062 90 70 51 75 Mod V Good 9 1 4.4 10.0 10.0 10.0 10.0 9.6 10.0 9.1 9.7 10.0430 6960 10 POWER ST WESTMINSTER AVE E DYNES AVE 11.0 202 111 2,331 61 33 37 48 Weak Marginal 33 6 9.1 9.0 9.7 8.1 9.7 9.8 10.0 9.6 9.8 9.9429 6960 20 POWER ST DYNES AVE ALEXANDER AVE 16.3 35 29 601 78 58 77 73 Strng V Good 11 12 9.8 10.0 9.2 9.3 9.5 9.9 10.0 9.7 9.8 9.9421 6960 30 POWER ST ALEXANDER AVE CHURCHILL AVE 16.3 64 52 1,089 78 59 76 73 Strng V Good 14 8 5.9 10.0 9.1 9.3 10.0 9.6 10.0 9.5 9.8 9.9416 6960 40 POWER ST CHURCHILL AVE LAKESHORE DR W 10.9 124 68 1,423 81 63 92 79 Strng V Good 9 9 6.0 10.0 9.4 10.0 9.6 9.3 10.0 9.2 9.8 10.0

1130 6980 10 PRESTON AVE FAIRVIEW RD WEYBURN ST 9.9 139 69 1,447 97 88 60 94 Mod Excellent 0 3 4.8 10.0 10.0 10.0 9.8 10.0 10.0 10.0 9.8 10.0156 6980 20 PRESTON AVE WEYBURN ST MAIN ST 9.7 119 58 1,210 75 55 60 68 Mod Good 22 2 11.2 10.0 9.9 8.3 10.0 10.0 10.0 9.5 9.7 9.8650 6990 10 QUEBEC ST WARREN AVE W ROY AVE 12.0 110 66 1,387 73 52 60 66 Mod Good 17 11 5.3 10.0 9.2 9.5 9.6 10.0 10.0 8.6 9.8 10.0649 6990 20 QUEBEC ST ROY AVE ROY AVE 12.1 36 22 452 77 57 60 70 Mod V Good 12 11 10.2 10.0 9.6 10.0 9.2 10.0 10.0 8.5 9.8 10.0641 6990 30 QUEBEC ST ROY AVE COLDRON CRT 12.1 75 45 949 74 53 80 67 Strng Good 4 22 6.6 10.0 8.6 9.6 8.8 10.0 10.0 10.0 9.9 10.0635 6990 40 QUEBEC ST COLDRON CRT OKANAGAN AVE W 12.3 73 45 943 73 51 80 66 Strng Good 1 26 8.1 10.0 7.8 10.0 9.1 10.0 10.0 9.9 9.8 10.0111 6990 50 QUEBEC ST OKANAGAN AVE W INDUSTRIAL AVE W 12.2 283 172 3,619 85 66 60 79 Mod V Good 0 15 4.6 10.0 8.5 10.0 9.8 10.0 10.0 10.0 9.8 10.0184 7000 10 QUEEN ST PENTICTON AVE NELSON AVE 8.8 175 77 1,615 89 70 60 83 Mod V Good 1 10 3.2 10.0 9.7 10.0 9.1 10.0 10.0 9.9 10.0 10.0793 7000 20 QUEEN ST NELSON AVE NORTH END 12.1 73 44 924 75 54 60 68 Mod Good 18 7 15.2 10.0 9.9 8.2 9.3 10.0 10.0 10.0 9.8 10.0

2 7020 10 RANDOLPH RD NARAMATA RD EAST END 6.3 365 114 2,403 88 69 60 82 Mod V Good 10 1 5.5 9.2 10.0 10.0 10.0 9.4 10.0 10.0 9.7 10.0755 7040 10 REDLANDS RD HEATHER RD TRURO ST 11.4 87 50 1,044 100 90 60 97 Mod Excellent 0 0 2.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0375 7040 20 REDLANDS RD TRURO ST ALDER ST 11.4 89 51 1,064 100 90 60 97 Mod Excellent 0 0 3.1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0267 7050 10 REDLANDS RD ALDER ST EAST END 9.6 186 89 1,877 96 86 60 92 Mod Excellent 3 2 6.4 10.0 10.0 10.0 10.0 10.0 10.0 9.7 9.7 10.0

1109 7060 10 REDWOOD RD SE END EVERGREEN DR 9.4 36 17 360 99 90 60 96 Mod Excellent 0 1 5.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0594 7070 10 REGINA AVE FAIRVIEW RD WEYBURN ST 8.8 173 76 1,599 84 66 60 78 Mod V Good 6 9 7.9 10.0 9.9 9.4 9.1 10.0 10.0 10.0 9.8 10.0444 7080 10 RENE AVE MAPLE ST RIGSBY ST 7.1 123 44 918 78 59 60 72 Mod V Good 21 1 5.9 9.4 10.0 9.2 10.0 9.2 10.0 9.6 9.8 10.0443 7080 20 RENE AVE RIGSBY ST EAST END 7.1 79 28 591 79 60 60 73 Mod V Good 16 5 10.7 10.0 9.5 8.9 10.0 9.3 10.0 9.8 9.7 10.0

3 7100 10 RESERVOIR RD NARAMATA RD RESERVOIR RD 7.4 607 225 4,723 45 56 60 49 Mod Marginal 41 13 4.7 9.3 9.0 7.8 9.5 7.6 10.0 9.8 9.9 9.9385 7100 20 RESERVOIR RD RESERVOIR RD SPILLER RD 6.8 1,239 421 8,841 39 35 60 38 Mod Poor 53 9 8.5 8.5 9.3 7.4 9.8 8.3 10.0 9.8 9.9 9.626 7120 10 REVELSTOKE AVE OAKVILLE ST EAST END 7.1 141 50 1,048 84 67 60 78 Mod V Good 14 3 3.5 10.0 9.7 8.8 10.0 9.7 10.0 10.0 10.0 10.0

295 7140 10 RIDDLE RD NARAMATA RD NE END 5.8 547 158 3,328 59 29 60 49 Mod Marginal 40 1 10.2 9.8 10.0 7.6 10.0 8.2 10.0 9.4 9.8 9.9282 7160 10 RIDGEDALE AVE WOODLANDS DR KENDALL CRES 11.4 190 108 2,274 87 68 60 80 Mod V Good 5 9 4.7 10.0 9.5 9.7 9.6 10.0 10.0 9.8 9.8 10.0984 7160 20 RIDGEDALE AVE KENDALL CRES PINE ST 11.7 88 52 1,087 82 91 60 85 Mod V Good 6 12 1.7 10.0 9.2 9.4 9.2 10.0 10.0 10.0 10.0 10.0982 7160 30 RIDGEDALE AVE PINE ST KENDALL CRES 11.7 169 99 2,072 79 74 60 77 Mod V Good 5 17 2.8 10.0 8.6 9.6 9.3 10.0 10.0 9.9 10.0 10.0

1056 7160 40 RIDGEDALE AVE KENDALL CRES COLUMBIA ST 10.5 293 154 3,240 83 72 60 79 Mod V Good 0 17 3.0 10.0 8.6 10.0 9.3 10.0 10.0 10.0 10.0 10.01054 7160 50 RIDGEDALE AVE COLUMBIA ST WELLINGTON ST 11.5 219 126 2,640 62 56 60 60 Mod Fair 25 14 4.7 8.4 9.1 9.3 9.2 10.0 10.0 9.8 9.9 10.01064 7160 60 RIDGEDALE AVE WELLINGTON ST CHARLES ST 10.5 279 147 3,084 69 58 60 66 Mod Good 20 11 4.4 9.3 9.4 9.4 9.4 10.0 10.0 9.2 9.9 10.01088 7160 70 RIDGEDALE AVE CHARLES ST GLEN PL 11.2 153 86 1,797 69 61 60 66 Mod Good 14 17 4.1 10.0 8.7 9.4 9.3 10.0 10.0 9.0 9.9 10.01090 7160 80 RIDGEDALE AVE GLEN PL DUNCAN AVE E 11.3 165 93 1,955 73 75 60 74 Mod V Good 13 14 2.7 10.0 9.4 9.3 8.9 10.0 10.0 9.2 10.0 10.01087 7160 90 RIDGEDALE AVE DUNCAN AVE E ADAMS CRES 11.2 86 48 1,006 74 64 60 71 Mod V Good 12 14 3.7 10.0 9.2 9.4 9.0 10.0 10.0 9.3 10.0 10.0

7 7160 100 RIDGEDALE AVE ADAMS CRES NE END 15.1 64 48 1,016 82 64 60 76 Mod V Good 10 8 4.3 10.0 9.9 9.3 9.2 10.0 10.0 9.7 9.8 10.0446 7180 10 RIGSBY ST WADE AVE W ALBERTA AVE 6.7 102 34 717 60 47 60 56 Mod Fair 29 11 6.1 10.0 8.8 8.2 10.0 7.9 10.0 9.7 9.9 10.0445 7180 20 RIGSBY ST ALBERTA AVE RENE AVE 10.0 189 94 1,981 73 51 60 66 Mod Good 22 5 6.3 10.0 9.4 9.2 10.0 8.2 10.0 9.3 9.9 10.037 7180 30 RIGSBY ST RENE AVE WESTMINSTER AVE E 9.7 83 40 848 69 58 60 66 Mod Good 24 6 4.4 10.0 9.3 8.8 10.0 7.6 10.0 9.9 9.8 10.016 7200 10 RIVERSIDE DR HWY 97 BURNABY AVE 16.1 326 263 5,517 69 45 60 61 Mod Good 21 9 7.0 9.2 9.4 8.9 9.5 10.0 9.9 9.8 9.9 10.015 7200 20 RIVERSIDE DR BURNABY AVE DYNES AVE 15.0 290 217 4,566 66 47 60 60 Mod Fair 23 11 6.0 8.7 9.5 9.5 9.2 9.9 9.9 9.6 9.8 9.919 7200 30 RIVERSIDE DR DYNES AVE CHURCHILL AVE 15.0 70 53 1,107 47 21 60 38 Mod Poor 42 12 12.9 8.5 9.0 8.1 9.6 10.0 9.9 9.0 9.9 10.0

10019 7200 40 RIVERSIDE DR CHURCHILL AVE LAKESHORE DR W 16.5 148 122 2,568 55 33 60 48 Mod Marginal 39 6 9.1 9.5 9.7 7.1 9.7 10.0 10.0 9.4 9.9 10.0164 7210 10 ROBINSON ST SOUTH END NANAIMO AVE E 11.5 132 76 1,588 86 68 60 80 Mod V Good 12 1 5.2 9.4 10.0 10.0 10.0 9.6 10.0 9.4 9.8 10.0883 7230 10 ROBLIN ST CHAMBERS PL NORTH END 11.9 134 79 1,662 87 68 60 81 Mod V Good 6 7 6.3 10.0 9.2 10.0 10.0 10.0 10.0 9.3 9.8 10.0248 7240 10 ROGERS CRES WESTVIEW DR ARMSTRONG DR 9.8 202 99 2,078 88 69 60 81 Mod V Good 6 7 4.6 10.0 9.9 10.0 9.4 10.0 10.0 9.3 9.7 10.0

Page 83: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 34 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

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To S

tree

t

Pave

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t Wid

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t Len

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1039 6890 20 PINEVIEW RD CEDAR RD LAUREL PL 7.4 331 123 2,5731042 6890 30 PINEVIEW RD GORDON PL 102-198 CEDAR RD 8.0 78 31 6531041 6890 40 PINEVIEW RD GORDON PL 102-198 JUNIPER DR 12.0 80 48 1,0151043 6890 50 PINEVIEW RD JUNIPER DR EVERGREEN DR 11.7 99 58 1,220246 6910 10 PONDEROSA PL BALSAM AVE NW END 13.7 80 55 1,146293 6930 10 POPLAR GROVE RD WEST END NARAMATA RD 5.2 363 95 1,98822 6950 10 POWER ST WADE AVE W BIRCH ST 10.5 210 110 2,317341 6950 20 POWER ST BIRCH ST WESTMINSTER AVE E 11.0 178 98 2,062430 6960 10 POWER ST WESTMINSTER AVE E DYNES AVE 11.0 202 111 2,331429 6960 20 POWER ST DYNES AVE ALEXANDER AVE 16.3 35 29 601421 6960 30 POWER ST ALEXANDER AVE CHURCHILL AVE 16.3 64 52 1,089416 6960 40 POWER ST CHURCHILL AVE LAKESHORE DR W 10.9 124 68 1,423

1130 6980 10 PRESTON AVE FAIRVIEW RD WEYBURN ST 9.9 139 69 1,447156 6980 20 PRESTON AVE WEYBURN ST MAIN ST 9.7 119 58 1,210650 6990 10 QUEBEC ST WARREN AVE W ROY AVE 12.0 110 66 1,387649 6990 20 QUEBEC ST ROY AVE ROY AVE 12.1 36 22 452641 6990 30 QUEBEC ST ROY AVE COLDRON CRT 12.1 75 45 949635 6990 40 QUEBEC ST COLDRON CRT OKANAGAN AVE W 12.3 73 45 943111 6990 50 QUEBEC ST OKANAGAN AVE W INDUSTRIAL AVE W 12.2 283 172 3,619184 7000 10 QUEEN ST PENTICTON AVE NELSON AVE 8.8 175 77 1,615793 7000 20 QUEEN ST NELSON AVE NORTH END 12.1 73 44 924

2 7020 10 RANDOLPH RD NARAMATA RD EAST END 6.3 365 114 2,403755 7040 10 REDLANDS RD HEATHER RD TRURO ST 11.4 87 50 1,044375 7040 20 REDLANDS RD TRURO ST ALDER ST 11.4 89 51 1,064267 7050 10 REDLANDS RD ALDER ST EAST END 9.6 186 89 1,877

1109 7060 10 REDWOOD RD SE END EVERGREEN DR 9.4 36 17 360594 7070 10 REGINA AVE FAIRVIEW RD WEYBURN ST 8.8 173 76 1,599444 7080 10 RENE AVE MAPLE ST RIGSBY ST 7.1 123 44 918443 7080 20 RENE AVE RIGSBY ST EAST END 7.1 79 28 591

3 7100 10 RESERVOIR RD NARAMATA RD RESERVOIR RD 7.4 607 225 4,723385 7100 20 RESERVOIR RD RESERVOIR RD SPILLER RD 6.8 1,239 421 8,84126 7120 10 REVELSTOKE AVE OAKVILLE ST EAST END 7.1 141 50 1,048

295 7140 10 RIDDLE RD NARAMATA RD NE END 5.8 547 158 3,328282 7160 10 RIDGEDALE AVE WOODLANDS DR KENDALL CRES 11.4 190 108 2,274984 7160 20 RIDGEDALE AVE KENDALL CRES PINE ST 11.7 88 52 1,087982 7160 30 RIDGEDALE AVE PINE ST KENDALL CRES 11.7 169 99 2,072

1056 7160 40 RIDGEDALE AVE KENDALL CRES COLUMBIA ST 10.5 293 154 3,2401054 7160 50 RIDGEDALE AVE COLUMBIA ST WELLINGTON ST 11.5 219 126 2,6401064 7160 60 RIDGEDALE AVE WELLINGTON ST CHARLES ST 10.5 279 147 3,0841088 7160 70 RIDGEDALE AVE CHARLES ST GLEN PL 11.2 153 86 1,7971090 7160 80 RIDGEDALE AVE GLEN PL DUNCAN AVE E 11.3 165 93 1,9551087 7160 90 RIDGEDALE AVE DUNCAN AVE E ADAMS CRES 11.2 86 48 1,006

7 7160 100 RIDGEDALE AVE ADAMS CRES NE END 15.1 64 48 1,016446 7180 10 RIGSBY ST WADE AVE W ALBERTA AVE 6.7 102 34 717445 7180 20 RIGSBY ST ALBERTA AVE RENE AVE 10.0 189 94 1,98137 7180 30 RIGSBY ST RENE AVE WESTMINSTER AVE E 9.7 83 40 84816 7200 10 RIVERSIDE DR HWY 97 BURNABY AVE 16.1 326 263 5,51715 7200 20 RIVERSIDE DR BURNABY AVE DYNES AVE 15.0 290 217 4,56619 7200 30 RIVERSIDE DR DYNES AVE CHURCHILL AVE 15.0 70 53 1,107

10019 7200 40 RIVERSIDE DR CHURCHILL AVE LAKESHORE DR W 16.5 148 122 2,568164 7210 10 ROBINSON ST SOUTH END NANAIMO AVE E 11.5 132 76 1,588883 7230 10 ROBLIN ST CHAMBERS PL NORTH END 11.9 134 79 1,662248 7240 10 ROGERS CRES WESTVIEW DR ARMSTRONG DR 9.8 202 99 2,078

Project Summary

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5740 5740 - PINEVIEW RD 769 7,625 77 V Good 3 35740 5740 - PINEVIEW RD 769 7,625 77 V Good 3 35740 5740 - PINEVIEW RD 769 7,625 77 V Good 3 35740 5740 - PINEVIEW RD 769 7,625 77 V Good 3 35750 5750 - PONDEROSA PL 80 1,146 75 V Good 2 55760 5760 - POPLAR GROVE RD 363 1,988 85 Excellent 2 65770 5770 - POWER ST 388 4,379 75 V Good 3 25770 5770 - POWER ST 388 4,379 75 V Good 3 25780 5780 - POWER ST 202 2,331 47 Marginal 1 25790 5790 - POWER ST 223 3,113 76 V Good 3 25790 5790 - POWER ST 223 3,113 76 V Good 3 25790 5790 - POWER ST 223 3,113 76 V Good 3 25800 5800 - PRESTON AVE 258 2,657 82 V Good 2 55800 5800 - PRESTON AVE 258 2,657 82 V Good 2 55810 5810 - QUEBEC ST 576 7,350 72 V Good 2 55810 5810 - QUEBEC ST 576 7,350 72 V Good 2 55810 5810 - QUEBEC ST 576 7,350 72 V Good 2 55810 5810 - QUEBEC ST 576 7,350 72 V Good 2 55810 5810 - QUEBEC ST 576 7,350 72 V Good 2 55820 5820 - QUEEN ST 247 2,539 77 V Good 2 55820 5820 - QUEEN ST 247 2,539 77 V Good 2 55830 5830 - RANDOLPH RD 365 2,403 82 V Good 2 65840 5840 - REDLANDS RD 176 2,108 96 Excellent 2 55840 5840 - REDLANDS RD 176 2,108 96 Excellent 2 55850 5850 - REDLANDS RD 186 1,877 92 Excellent 2 55860 5860 - REDWOOD RD 36 360 95 Excellent 2 55870 5870 - REGINA AVE 173 1,599 78 V Good 2 55880 5880 - RENE AVE 202 1,509 72 V Good 2 55880 5880 - RENE AVE 202 1,509 72 V Good 2 55890 5890 - RESERVOIR RD 607 4,723 48 Marginal 2 45900 5900 - RESERVOIR RD 1,239 8,841 37 Poor 2 45910 5910 - REVELSTOKE AVE 141 1,048 78 V Good 2 55920 5920 - RIDDLE RD 547 3,328 49 Marginal 2 65930 5930 - RIDGEDALE AVE 741 8,673 79 V Good 2 55930 5930 - RIDGEDALE AVE 741 8,673 79 V Good 2 55930 5930 - RIDGEDALE AVE 741 8,673 79 V Good 2 55930 5930 - RIDGEDALE AVE 741 8,673 79 V Good 2 55940 5940 - RIDGEDALE AVE 965 11,497 67 Good 2 55940 5940 - RIDGEDALE AVE 965 11,497 67 Good 2 55940 5940 - RIDGEDALE AVE 965 11,497 67 Good 2 55940 5940 - RIDGEDALE AVE 965 11,497 67 Good 2 55940 5940 - RIDGEDALE AVE 965 11,497 67 Good 2 55940 5940 - RIDGEDALE AVE 965 11,497 67 Good 2 55950 5950 - RIGSBY ST 374 3,546 63 Good 2 55950 5950 - RIGSBY ST 374 3,546 63 Good 2 55950 5950 - RIGSBY ST 374 3,546 63 Good 2 55960 5960 - RIVERSIDE DR 835 13,758 56 Fair 2 25960 5960 - RIVERSIDE DR 835 13,758 56 Fair 2 25960 5960 - RIVERSIDE DR 835 13,758 56 Fair 2 25960 5960 - RIVERSIDE DR 835 13,758 56 Fair 2 25970 5970 - ROBINSON ST 132 1,588 80 V Good 2 25980 5980 - ROBLIN ST 134 1,662 81 V Good 2 55990 5990 - ROGERS CRES 378 3,870 81 V Good 2 5

Page 84: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 35 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

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umbe

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1106 7240 20 ROGERS CRES ARMSTRONG DR ROGERS PL 9.6 90 43 909 86 68 60 80 Mod V Good 12 2 4.0 10.0 9.8 9.5 10.0 10.0 10.0 9.1 10.0 10.01105 7240 30 ROGERS CRES ROGERS PL WESTVIEW DR 9.8 86 42 883 86 68 60 80 Mod V Good 12 1 6.5 10.0 10.0 10.0 10.0 10.0 10.0 8.5 9.8 10.01104 7250 10 ROGERS PL SOUTH END ROGERS CRES 17.3 48 41 861 75 55 60 68 Mod Good 22 3 4.8 10.0 10.0 7.9 9.8 10.0 10.0 9.8 9.8 10.0854 7270 10 ROSETOWN AVE MAIN ST AMHERST ST 11.1 152 84 1,770 89 70 60 83 Mod V Good 7 4 3.2 9.4 9.5 10.0 10.0 9.7 10.0 10.0 10.0 10.0855 7270 20 ROSETOWN AVE AMHERST ST SUMAC ST 11.4 110 63 1,321 98 89 60 95 Mod Excellent 2 0 2.0 10.0 10.0 10.0 10.0 9.6 10.0 10.0 10.0 10.0851 7270 30 ROSETOWN AVE SUMAC ST CAMROSE AVE 11.7 152 89 1,867 100 90 60 96 Mod Excellent 0 0 3.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.062 7290 10 ROSS AVE SW END HALIFAX ST 9.1 123 56 1,175 96 87 60 93 Mod Excellent 3 1 4.5 10.0 10.0 10.0 10.0 10.0 10.0 9.7 9.8 10.0

842 7290 20 ROSS AVE HALIFAX ST DARTMOUTH ST 8.8 200 88 1,851 91 73 60 85 Mod V Good 3 6 4.3 10.0 9.4 10.0 10.0 10.0 10.0 9.6 9.8 10.0992 7290 30 ROSS AVE DARTMOUTH ST MONTREAL ST 9.1 139 64 1,335 83 64 60 76 Mod V Good 5 12 7.8 10.0 8.9 10.0 9.7 9.5 10.0 9.6 9.8 10.098 7300 10 ROY AVE WEST END TROY PL 9.7 89 43 908 86 67 60 79 Mod V Good 10 4 5.5 10.0 9.9 10.0 10.0 10.0 10.0 8.7 9.7 10.0

648 7300 20 ROY AVE TROY PL QUEBEC ST 9.7 79 38 807 88 69 60 82 Mod V Good 10 2 5.5 10.0 9.9 10.0 10.0 9.6 10.0 9.1 9.7 10.070 7310 10 ROY AVE QUEBEC ST ATKINSON ST 9.5 284 135 2,837 96 87 60 93 Mod Excellent 3 1 3.2 10.0 9.9 10.0 10.0 10.0 10.0 9.6 10.0 10.0848 7320 10 ROY AVE ATKINSON ST WARREN AVE W 9.8 295 145 3,036 98 89 60 95 Mod Excellent 1 2 3.5 10.0 10.0 10.0 9.8 9.8 10.0 10.0 10.0 10.0615 7330 10 SCOTIA ST SOUTH END HUTH AVE 10.5 167 88 1,845 91 72 60 85 Mod V Good 7 2 8.7 9.4 9.9 10.0 10.0 10.0 10.0 10.0 9.7 9.8471 7340 10 SCOTT AVE TIMMINS ST MOOSEJAW ST 7.0 105 37 774 90 70 60 83 Mod V Good 8 2 9.9 10.0 10.0 9.2 10.0 10.0 10.0 10.0 9.7 10.0573 7350 10 SCOTT AVE MOOSEJAW ST ARGYLE ST 9.4 299 140 2,944 91 75 60 86 Mod Excellent 6 2 3.3 10.0 9.7 9.7 10.0 9.5 10.0 9.9 10.0 10.0470 7350 20 SCOTT AVE ARGYLE ST WINNIPEG ST 9.5 280 133 2,795 69 45 60 61 Mod Good 19 11 8.2 10.0 9.4 8.2 9.3 9.6 10.0 10.0 9.8 10.0877 7360 10 SECREST AVE SOUTH MAIN ST SECREST PL 8.7 107 46 975 83 64 60 76 Mod V Good 10 8 8.9 10.0 9.8 9.3 9.3 10.0 10.0 9.6 9.8 10.0879 7360 20 SECREST AVE SECREST PL SECREST PL 8.9 204 91 1,908 77 58 60 71 Mod V Good 10 12 8.4 9.6 9.5 10.0 9.0 9.5 10.0 9.6 9.8 9.9878 7360 30 SECREST AVE SECREST PL EAST END 8.8 42 18 387 78 59 60 72 Mod V Good 12 10 4.5 10.0 9.8 9.0 9.1 9.6 10.0 10.0 9.8 9.9122 7370 10 SECREST PL SECREST AVE SECREST AVE 9.0 344 155 3,246 63 41 60 56 Mod Fair 35 2 7.2 10.0 10.0 7.0 10.0 9.9 10.0 9.4 9.7 10.0398 7380 10 SENDERO CRES WEST END HOLDEN RD 8.0 37 15 306 99 90 60 96 Mod Excellent 0 1 5.6 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0396 7390 10 SENDERO CRES WEST END HOLDEN RD 8.0 53 21 445 84 66 60 78 Mod V Good 12 4 7.1 10.0 9.7 8.8 10.0 10.0 10.0 10.0 9.7 10.0698 7410 10 SKAHA LAKE RD HWY 97 SUDBURY AVE 13.2 312 206 4,330 53 64 72 61 Mod Good 40 7 3.7 6.6 9.4 9.7 9.7 9.4 10.0 9.8 10.0 9.9697 7410 20 SKAHA LAKE RD SUDBURY AVE SKAHA PL 13.8 132 91 1,908 49 58 75 58 Strng Fair 37 14 4.4 7.7 8.4 9.4 10.0 9.1 10.0 9.3 9.9 10.0702 7410 30 SKAHA LAKE RD SKAHA PL LEE AVE 16.3 328 268 5,623 59 65 67 62 Mod Good 30 11 3.6 8.1 8.6 9.4 10.0 9.5 10.0 9.5 10.0 10.049 7410 40 SKAHA LAKE RD LEE AVE YORKTON AVE 16.8 121 102 2,142 60 49 74 61 Mod Good 25 14 5.7 8.5 8.5 9.3 9.8 9.7 10.0 9.7 9.8 10.0

339 7410 50 SKAHA LAKE RD YORKTON AVE GUELPH AVE 15.8 228 180 3,785 56 59 58 58 Mod Fair 34 10 4.3 8.2 9.6 9.3 9.3 9.5 10.0 9.1 9.9 10.0703 7410 60 SKAHA LAKE RD GUELPH AVE WATERFORD AVE 13.9 273 190 3,987 61 69 62 63 Mod Good 29 10 3.2 8.4 9.4 9.3 9.3 9.8 10.0 9.3 10.0 10.0679 7410 70 SKAHA LAKE RD WATERFORD AVE GREEN AVE W 16.0 269 215 4,518 65 56 53 60 Mod Fair 25 9 4.7 9.0 9.5 9.3 9.4 9.7 10.0 9.0 9.9 10.0338 7410 80 SKAHA LAKE RD GREEN AVE W BRANDON AVE 21.3 310 330 6,937 52 65 82 63 Strng Good 40 7 3.7 8.4 9.1 8.7 10.0 9.6 10.0 8.7 10.0 10.0659 7410 90 SKAHA LAKE RD BRANDON AVE GALT AVE 14.2 381 270 5,675 51 53 63 55 Mod Fair 38 11 5.0 8.2 9.0 9.1 9.7 9.1 10.0 9.0 9.9 10.0121 7410 100 SKAHA LAKE RD GALT AVE KINNEY AVE 15.0 341 255 5,362 48 66 74 59 Mod Fair 47 5 3.6 6.6 9.9 9.8 9.4 9.6 10.0 8.7 10.0 10.0872 7410 110 SKAHA LAKE RD KINNEY AVE MAIN ST 18.9 98 92 1,941 32 62 86 53 Strng Fair 60 7 3.9 5.1 9.2 9.4 9.9 9.4 10.0 9.4 10.0 10.046 7430 10 SKAHA PL SKAHA LAKE RD NORTH END 11.9 106 63 1,316 69 53 60 64 Mod Good 12 19 5.0 10.0 7.7 9.2 10.0 10.0 10.0 9.5 9.8 10.043 7450 10 SMYTHE DR LAKESIDE RD EAST END 7.3 720 263 5,532 86 68 60 80 Mod V Good 10 4 4.5 10.0 10.0 9.7 9.7 8.8 10.0 9.8 9.8 10.045 7470 10 SOUTH BEACH DR SKAHA PL EAST END 8.0 193 77 1,621 71 49 60 64 Mod Good 23 5 6.5 10.0 9.8 8.7 9.6 8.3 10.0 9.8 9.8 9.9

1137 7490 10 SOUTH MAIN ST LAKESIDE RD SOUTH MAIN ST 14.2 137 97 2,042 63 64 79 67 Strng Good 29 8 3.7 9.0 9.0 8.9 10.0 10.0 10.0 9.0 10.0 10.0912 7490 20 SOUTH MAIN ST SOUTH MAIN ST LEE AVE 14.0 258 181 3,796 71 61 78 70 Strng V Good 19 10 4.0 8.7 9.3 10.0 9.6 10.0 10.0 9.2 9.8 10.0337 7490 30 SOUTH MAIN ST LEE AVE YORKTON AVE 14.0 121 85 1,778 70 61 91 73 Strng V Good 20 10 4.1 9.4 9.2 9.1 9.6 10.0 10.0 9.3 9.9 10.0336 7500 10 SOUTH MAIN ST YORKTON AVE GREEN AVE W 14.1 1,002 707 14,846 80 72 93 81 Strng V Good 12 8 3.0 9.9 9.0 10.0 10.0 10.0 10.0 8.7 10.0 10.0890 7510 10 SOUTH MAIN ST GREEN AVE W PARMLEY PL 14.0 88 62 1,299 80 89 88 84 Strng V Good 19 2 1.8 10.0 9.8 9.1 10.0 10.0 10.0 8.8 10.0 10.0889 7510 20 SOUTH MAIN ST PARMLEY PL DAUPHIN AVE 14.0 107 75 1,576 78 75 84 79 Strng V Good 16 7 2.7 10.0 9.2 9.2 10.0 10.0 10.0 9.0 10.0 10.0887 7510 30 SOUTH MAIN ST DAUPHIN AVE PINEVIEW RD 14.2 224 159 3,342 80 75 85 80 Strng V Good 7 13 2.7 10.0 8.6 10.0 9.8 10.0 9.9 9.2 10.0 10.0886 7520 10 SOUTH MAIN ST PINEVIEW RD GALT AVE 14.0 35 25 519 76 79 81 78 Strng V Good 13 11 2.4 10.0 8.7 9.3 10.0 10.0 10.0 9.3 10.0 10.0888 7530 10 SOUTH MAIN ST GALT AVE SECREST AVE 14.0 96 67 1,410 67 68 79 70 Strng V Good 26 6 3.3 8.6 9.2 9.3 10.0 10.0 10.0 9.2 10.0 10.0880 7530 20 SOUTH MAIN ST SECREST AVE KINNEY AVE 14.5 169 123 2,577 83 77 82 81 Strng V Good 13 5 2.6 9.7 9.4 9.7 10.0 10.0 10.0 9.2 10.0 10.0335 7540 10 SOUTH MAIN ST KINNEY AVE DAWSON AVE 14.2 109 77 1,626 64 51 79 64 Strng Good 25 11 5.4 9.1 8.7 9.0 10.0 10.0 10.0 9.3 9.9 9.9386 7560 10 SPILLER RD RESERVOIR RD SPILLER RD 6.3 730 230 4,838 61 59 60 60 Mod Good 34 6 4.3 9.8 9.4 7.6 10.0 8.8 10.0 9.8 9.9 9.9316 7560 20 SPILLER RD SPILLER RD NORTH END 5.8 853 247 5,184 48 34 60 44 Mod Marginal 48 3 8.9 9.6 9.9 7.2 9.8 8.0 10.0 9.4 9.9 9.657 7580 10 SPRUCE PL SOUTH END SPRUCE RD 9.0 145 65 1,371 88 69 60 82 Mod V Good 10 2 7.4 9.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.056 7590 10 SPRUCE RD SPRUCE PL VALLEYVIEW RD 7.0 294 103 2,161 90 70 60 83 Mod V Good 3 8 5.3 10.0 9.2 10.0 10.0 9.7 10.0 9.8 9.7 10.0

11028 7310 30 STEVENS CRES STEVENS CRT WILTSE DR 9.8 83 41 857 99 90 60 96 Mod Excellent 0 2 5.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0

Page 85: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 36 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

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men

t Are

a (m

2)

1106 7240 20 ROGERS CRES ARMSTRONG DR ROGERS PL 9.6 90 43 9091105 7240 30 ROGERS CRES ROGERS PL WESTVIEW DR 9.8 86 42 8831104 7250 10 ROGERS PL SOUTH END ROGERS CRES 17.3 48 41 861854 7270 10 ROSETOWN AVE MAIN ST AMHERST ST 11.1 152 84 1,770855 7270 20 ROSETOWN AVE AMHERST ST SUMAC ST 11.4 110 63 1,321851 7270 30 ROSETOWN AVE SUMAC ST CAMROSE AVE 11.7 152 89 1,86762 7290 10 ROSS AVE SW END HALIFAX ST 9.1 123 56 1,175

842 7290 20 ROSS AVE HALIFAX ST DARTMOUTH ST 8.8 200 88 1,851992 7290 30 ROSS AVE DARTMOUTH ST MONTREAL ST 9.1 139 64 1,33598 7300 10 ROY AVE WEST END TROY PL 9.7 89 43 908

648 7300 20 ROY AVE TROY PL QUEBEC ST 9.7 79 38 80770 7310 10 ROY AVE QUEBEC ST ATKINSON ST 9.5 284 135 2,837

848 7320 10 ROY AVE ATKINSON ST WARREN AVE W 9.8 295 145 3,036615 7330 10 SCOTIA ST SOUTH END HUTH AVE 10.5 167 88 1,845471 7340 10 SCOTT AVE TIMMINS ST MOOSEJAW ST 7.0 105 37 774573 7350 10 SCOTT AVE MOOSEJAW ST ARGYLE ST 9.4 299 140 2,944470 7350 20 SCOTT AVE ARGYLE ST WINNIPEG ST 9.5 280 133 2,795877 7360 10 SECREST AVE SOUTH MAIN ST SECREST PL 8.7 107 46 975879 7360 20 SECREST AVE SECREST PL SECREST PL 8.9 204 91 1,908878 7360 30 SECREST AVE SECREST PL EAST END 8.8 42 18 387122 7370 10 SECREST PL SECREST AVE SECREST AVE 9.0 344 155 3,246398 7380 10 SENDERO CRES WEST END HOLDEN RD 8.0 37 15 306396 7390 10 SENDERO CRES WEST END HOLDEN RD 8.0 53 21 445698 7410 10 SKAHA LAKE RD HWY 97 SUDBURY AVE 13.2 312 206 4,330697 7410 20 SKAHA LAKE RD SUDBURY AVE SKAHA PL 13.8 132 91 1,908702 7410 30 SKAHA LAKE RD SKAHA PL LEE AVE 16.3 328 268 5,62349 7410 40 SKAHA LAKE RD LEE AVE YORKTON AVE 16.8 121 102 2,142

339 7410 50 SKAHA LAKE RD YORKTON AVE GUELPH AVE 15.8 228 180 3,785703 7410 60 SKAHA LAKE RD GUELPH AVE WATERFORD AVE 13.9 273 190 3,987679 7410 70 SKAHA LAKE RD WATERFORD AVE GREEN AVE W 16.0 269 215 4,518338 7410 80 SKAHA LAKE RD GREEN AVE W BRANDON AVE 21.3 310 330 6,937659 7410 90 SKAHA LAKE RD BRANDON AVE GALT AVE 14.2 381 270 5,675121 7410 100 SKAHA LAKE RD GALT AVE KINNEY AVE 15.0 341 255 5,362872 7410 110 SKAHA LAKE RD KINNEY AVE MAIN ST 18.9 98 92 1,94146 7430 10 SKAHA PL SKAHA LAKE RD NORTH END 11.9 106 63 1,31643 7450 10 SMYTHE DR LAKESIDE RD EAST END 7.3 720 263 5,53245 7470 10 SOUTH BEACH DR SKAHA PL EAST END 8.0 193 77 1,621

1137 7490 10 SOUTH MAIN ST LAKESIDE RD SOUTH MAIN ST 14.2 137 97 2,042912 7490 20 SOUTH MAIN ST SOUTH MAIN ST LEE AVE 14.0 258 181 3,796337 7490 30 SOUTH MAIN ST LEE AVE YORKTON AVE 14.0 121 85 1,778336 7500 10 SOUTH MAIN ST YORKTON AVE GREEN AVE W 14.1 1,002 707 14,846890 7510 10 SOUTH MAIN ST GREEN AVE W PARMLEY PL 14.0 88 62 1,299889 7510 20 SOUTH MAIN ST PARMLEY PL DAUPHIN AVE 14.0 107 75 1,576887 7510 30 SOUTH MAIN ST DAUPHIN AVE PINEVIEW RD 14.2 224 159 3,342886 7520 10 SOUTH MAIN ST PINEVIEW RD GALT AVE 14.0 35 25 519888 7530 10 SOUTH MAIN ST GALT AVE SECREST AVE 14.0 96 67 1,410880 7530 20 SOUTH MAIN ST SECREST AVE KINNEY AVE 14.5 169 123 2,577335 7540 10 SOUTH MAIN ST KINNEY AVE DAWSON AVE 14.2 109 77 1,626386 7560 10 SPILLER RD RESERVOIR RD SPILLER RD 6.3 730 230 4,838316 7560 20 SPILLER RD SPILLER RD NORTH END 5.8 853 247 5,18457 7580 10 SPRUCE PL SOUTH END SPRUCE RD 9.0 145 65 1,37156 7590 10 SPRUCE RD SPRUCE PL VALLEYVIEW RD 7.0 294 103 2,161

11028 7310 30 STEVENS CRES STEVENS CRT WILTSE DR 9.8 83 41 857

Project Summary

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5990 5990 - ROGERS CRES 378 3,870 81 V Good 2 55990 5990 - ROGERS CRES 378 3,870 81 V Good 2 56000 6000 - ROGERS PL 48 861 68 Good 2 56010 6010 - ROSETOWN AVE 414 4,958 91 Excellent 2 26010 6010 - ROSETOWN AVE 414 4,958 91 Excellent 2 26010 6010 - ROSETOWN AVE 414 4,958 91 Excellent 2 26020 6020 - ROSS AVE 462 4,360 84 V Good 2 56020 6020 - ROSS AVE 462 4,360 84 V Good 2 56020 6020 - ROSS AVE 462 4,360 84 V Good 2 56030 6030 - ROY AVE 168 1,714 80 V Good 2 56030 6030 - ROY AVE 168 1,714 80 V Good 2 56040 6040 - ROY AVE 284 2,837 92 Excellent 2 56050 6050 - ROY AVE 295 3,036 94 Excellent 2 56060 6060 - SCOTIA ST 167 1,845 84 V Good 2 56070 6070 - SCOTT AVE 105 774 83 V Good 2 56080 6080 - SCOTT AVE 579 5,739 73 V Good 2 56080 6080 - SCOTT AVE 579 5,739 73 V Good 2 56090 6090 - SECREST AVE 353 3,270 72 V Good 2 56090 6090 - SECREST AVE 353 3,270 72 V Good 2 56090 6090 - SECREST AVE 353 3,270 72 V Good 2 56100 6100 - SECREST PL 344 3,246 55 Fair 2 56110 6110 - SENDERO CRES 37 306 95 Excellent 2 56120 6120 - SENDERO CRES 53 445 78 V Good 2 56130 6130 - SKAHA LAKE RD 772 11,861 60 Good 2 16130 6130 - SKAHA LAKE RD 772 11,861 60 Good 2 16130 6130 - SKAHA LAKE RD 772 11,861 60 Good 2 16140 6140 - SKAHA LAKE RD 892 14,432 60 Fair 2 16140 6140 - SKAHA LAKE RD 892 14,432 60 Fair 2 16140 6140 - SKAHA LAKE RD 892 14,432 60 Fair 2 16140 6140 - SKAHA LAKE RD 892 14,432 60 Fair 2 16150 6150 - SKAHA LAKE RD 1,031 17,974 58 Fair 2 16150 6150 - SKAHA LAKE RD 1,031 17,974 58 Fair 2 16150 6150 - SKAHA LAKE RD 1,031 17,974 58 Fair 2 16160 6160 - SKAHA LAKE RD 98 1,941 53 Fair 3 16170 6170 - SKAHA PL 106 1,316 64 Good 2 56180 6180 - SMYTHE DR 720 5,532 80 V Good 2 66190 6190 - SOUTH BEACH DR 193 1,621 63 Good 2 56200 6200 - SOUTH MAIN ST 516 7,616 70 Good 3 26200 6200 - SOUTH MAIN ST 516 7,616 70 Good 3 26200 6200 - SOUTH MAIN ST 516 7,616 70 Good 3 26210 6210 - SOUTH MAIN ST 1,002 14,846 81 V Good 3 26220 6220 - SOUTH MAIN ST 420 6,217 80 V Good 3 26220 6220 - SOUTH MAIN ST 420 6,217 80 V Good 3 26220 6220 - SOUTH MAIN ST 420 6,217 80 V Good 3 26230 6230 - SOUTH MAIN ST 35 519 78 V Good 3 26240 6240 - SOUTH MAIN ST 265 3,986 77 V Good 3 26240 6240 - SOUTH MAIN ST 265 3,986 77 V Good 3 26250 6250 - SOUTH MAIN ST 109 1,626 64 Good 3 26260 6260 - SPILLER RD 730 4,838 60 Fair 2 46270 6270 - SPILLER RD 853 5,184 43 Marginal 2 46280 6280 - SPRUCE PL 145 1,371 82 V Good 2 66290 6290 - SPRUCE RD 294 2,161 83 V Good 2 66300 6300 - ROY AVE 83 857 95 Excellent 2 5

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 37 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

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212 7610 10 STEVENS CRES WILTSE DR STEVENS PL 9.8 162 79 1,665 79 60 60 72 Mod V Good 18 4 7.2 9.2 9.7 9.6 10.0 10.0 10.0 9.3 9.8 10.01028 7610 20 STEVENS CRES STEVENS PL STEVENS CRT 9.8 171 84 1,767 74 63 60 71 Mod V Good 20 6 3.8 10.0 9.4 9.7 9.8 10.0 10.0 7.9 10.0 10.0205 7620 10 STEVENS CRT STEVENS CRES NE END 13.1 89 58 1,228 91 73 60 85 Mod V Good 5 4 6.0 10.0 10.0 10.0 9.7 10.0 10.0 9.4 9.8 10.0238 7630 10 STEVENS PL NW END STEVENS CRES 20.3 25 25 534 82 63 60 76 Mod V Good 13 5 6.3 10.0 9.5 10.0 10.0 10.0 10.0 8.3 9.8 10.0239 7640 10 STEWARD PL MacCLEAVE AVE NORTH END 11.0 118 65 1,365 92 76 60 86 Mod Excellent 2 6 10.7 10.0 10.0 10.0 9.4 9.6 10.0 10.0 9.7 10.0207 7650 10 STOCKS CRES WILTSE BLVD STOCKS CRT 10.0 82 41 858 83 64 60 76 Mod V Good 11 6 6.7 10.0 9.5 9.4 9.9 10.0 10.0 9.3 9.8 10.0

10207 7650 20 STOCKS CRES STOCKS CRT WILTSE BLVD 10.0 389 194 4,083 95 85 60 92 Mod Excellent 2 3 3.4 10.0 9.9 10.0 9.8 10.0 10.0 9.7 10.0 10.0209 7660 10 STOCKS CRT STOCKS CRES SE END 13.5 76 51 1,075 96 87 60 93 Mod Excellent 2 2 5.8 10.0 10.0 10.0 9.9 9.6 10.0 10.0 9.8 10.047 7670 10 SUDBURY AVE SKAHA LAKE RD EAST END 8.2 157 64 1,351 88 69 60 82 Mod V Good 7 5 8.4 9.5 10.0 10.0 9.5 9.8 9.9 10.0 9.8 10.0

140 7690 10 SUMAC ST OKANAGAN AVE E ROSETOWN AVE 11.6 141 82 1,718 100 90 60 97 Mod Excellent 0 0 2.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0309 7710 10 SUNSET PL LAWRENCE NE END 10.0 74 37 777 86 68 60 80 Mod V Good 12 2 17.1 10.0 10.0 8.9 10.0 10.0 9.8 10.0 9.7 10.0303 7730 10 SUTHERLAND PL SUTHERLAND RD NORTH END 5.4 45 12 256 50 10 60 37 Mod Poor 49 1 17.6 9.0 10.0 8.0 10.0 7.2 10.0 9.6 9.9 9.6298 7740 10 SUTHERLAND RD NARAMATA RD SUTHERLAND PL 7.1 385 137 2,873 45 27 60 39 Mod Poor 47 8 10.7 8.9 10.0 7.2 10.0 8.9 10.0 10.0 8.6 9.6923 7740 20 SUTHERLAND RD SUTHERLAND PL SUTHERLAND RD 6.3 89 28 589 79 60 60 73 Mod V Good 10 11 5.5 10.0 9.6 9.1 10.0 10.0 10.0 9.9 8.6 10.0302 7740 30 SUTHERLAND RD SUTHERLAND RD NORTH END 7.0 934 327 6,874 88 70 60 82 Mod V Good 7 5 3.1 10.0 9.6 9.7 9.7 9.5 10.0 10.0 10.0 9.829 7760 10 SWIFT ST BIRCH ST NW END 8.0 125 50 1,050 65 57 30 62 Weak Good 34 1 4.5 10.0 10.0 6.8 10.0 9.5 10.0 9.9 9.8 10.0349 7780 10 SWORDER RD 765-823 CORBISHLEY AVE NE END 3.9 27 5 110 88 87 60 88 Mod Excellent 8 4 1.9 10.0 9.7 9.3 10.0 10.0 10.0 10.0 9.8 9.8405 7800 10 SYDNEY ST SOUTH END DYNES AVE 7.6 59 22 469 70 46 60 62 Mod Good 27 3 6.5 10.0 9.7 8.0 10.0 9.3 10.0 9.5 9.7 10.0404 7800 20 SYDNEY ST DYNES AVE CHURCHILL AVE 7.6 98 37 782 85 66 60 79 Mod V Good 13 2 3.9 10.0 9.7 9.5 10.0 9.8 10.0 9.1 10.0 10.0399 7820 10 SYER RD SOUTH END HOLDEN RD 7.8 554 216 4,543 88 70 78 81 Strng V Good 6 6 3.1 10.0 10.0 10.0 9.2 8.7 10.0 10.0 10.0 10.0901 7840 10 TABER RD BRENTVIEW PL ADAMSON DR 8.5 64 27 576 88 69 60 82 Mod V Good 5 7 6.5 10.0 9.3 10.0 10.0 10.0 10.0 9.4 9.8 10.0220 7840 20 TABER RD ADAMSON DR NORTH END 8.5 66 28 586 85 66 60 79 Mod V Good 10 5 6.5 10.0 9.4 9.5 10.0 10.0 10.0 9.5 9.8 10.0152 7850 10 TENNIS ST ORCHARD AVE WADE AVE W 8.6 219 94 1,980 90 70 60 83 Mod V Good 2 8 6.6 10.0 10.0 10.0 9.2 9.7 9.8 10.0 9.7 10.0291 7870 10 THREE MILE RD THREE MILE RD SE END 6.0 331 99 2,089 64 36 60 55 Mod Fair 30 6 8.9 9.5 9.6 8.2 10.0 8.8 9.8 10.0 9.8 10.0

1148 7870 20 THREE MILE RD THREE MILE RD NARAMATA RD 5.1 891 227 4,763 89 70 60 82 Mod V Good 10 1 3.3 10.0 9.9 9.7 10.0 8.8 10.0 9.8 10.0 10.0472 7890 10 TIMMINS ST CONKLIN AVE SCOTT AVE 5.8 285 83 1,733 44 25 60 38 Mod Poor 54 1 11.5 9.4 10.0 5.9 10.0 8.8 10.0 9.9 9.8 9.9

1 7910 10 TODD RD NARAMATA RD EAST END 5.4 256 69 1,442 89 70 60 82 Mod V Good 11 0 3.8 10.0 9.9 9.6 10.0 8.5 10.0 10.0 10.0 10.065 7930 10 TORONTO AVE KING ST KILLARNEY ST 11.3 210 119 2,492 78 58 60 71 Mod V Good 12 10 7.9 10.0 9.9 9.4 9.0 10.0 10.0 9.3 9.8 10.0

748 7940 10 TOWNLEY ST WADE AVE E NORTH END 9.2 73 34 705 93 80 60 88 Mod Excellent 6 1 4.5 10.0 10.0 9.7 10.0 9.3 10.0 10.0 9.8 10.0647 7950 10 TROY CRT SOUTH END TROY PL 16.8 58 48 1,017 98 89 60 95 Mod Excellent 0 2 6.6 10.0 10.0 10.0 9.9 10.0 10.0 10.0 9.8 10.0103 7960 10 TROY PL TROY CRT NORTH END 12.5 107 67 1,401 95 85 60 92 Mod Excellent 2 3 4.2 10.0 10.0 10.0 9.8 10.0 10.0 9.7 9.7 10.0754 7970 10 TRURO ST REDLANDS RD ASH PL 9.5 156 74 1,557 99 90 60 96 Mod Excellent 0 2 5.1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0269 7970 20 TRURO ST ASH PL JOHNSON RD 9.7 175 85 1,777 99 90 60 96 Mod Excellent 1 0 3.9 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0 10.0281 7990 10 TUPPER AVE LOWER BENCH RD MIDDLE BENCH RD N 10.2 224 114 2,401 99 90 60 96 Mod Excellent 0 1 3.3 10.0 9.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0192 8010 10 UPLANDS AVE GRANDVIEW ST UPLANDS CRT 9.5 85 41 851 85 67 60 79 Mod V Good 13 1 7.1 10.0 10.0 9.2 10.0 10.0 10.0 9.4 9.8 9.8

10192 8010 20 UPLANDS AVE UPLANDS CRT UPLANDS PL 10.4 29 15 319 85 67 60 79 Mod V Good 13 2 7.7 10.0 10.0 10.0 10.0 10.0 10.0 8.4 9.7 10.030192 8010 30 UPLANDS AVE UPLANDS PL EAST END 9.6 30 14 300 98 89 60 95 Mod Excellent 0 2 13.5 10.0 9.9 10.0 10.0 10.0 10.0 10.0 9.7 10.0

709 8020 10 UPLANDS CRT UPLANDS AVE NORTH END 13.3 73 49 1,028 82 63 60 75 Mod V Good 10 8 6.2 10.0 9.9 9.2 9.2 10.0 10.0 9.7 9.8 10.0196 8030 10 UPLANDS PL SOUTH END UPLANDS AVE 13.1 98 64 1,349 84 65 60 77 Mod V Good 15 1 6.7 10.0 10.0 9.6 10.0 9.6 10.0 8.9 9.8 10.0933 8050 10 UPPER BENCH RD N BROUGHTON AVE HILLSIDE AVE 9.4 60 28 596 56 55 53 55 Mod Fair 25 19 4.8 8.2 8.4 9.4 9.3 9.4 10.0 10.0 9.9 10.01146 8050 20 UPPER BENCH RD N HILLSIDE AVE MUTCH AVE 9.8 371 182 3,819 54 66 90 66 Strng Good 28 18 3.5 7.9 8.4 9.4 9.4 9.7 10.0 10.0 10.0 10.0280 8050 30 UPPER BENCH RD N MUTCH AVE McMILLAN AVE 10.0 536 268 5,622 60 70 91 70 Strng V Good 23 17 3.1 8.1 8.1 9.8 9.8 9.7 10.0 10.0 10.0 9.9378 8060 10 UPPER BENCH RD N McMILLAN AVE MUNSON AVE 10.2 181 92 1,939 88 74 60 83 Mod V Good 3 10 2.8 10.0 9.2 10.0 9.6 10.0 10.0 9.6 10.0 10.0377 8070 10 UPPER BENCH RD N MUNSON AVE CORBISHLEY AVE 6.1 528 161 3,380 95 86 60 92 Mod Excellent 3 2 3.6 10.0 10.0 10.0 9.8 9.6 9.8 10.0 10.0 10.0279 8090 10 UPPER BENCH RD S JOHNSON RD UPPER BENCH RD N 9.5 815 388 8,141 69 74 91 76 Strng V Good 18 13 2.8 9.4 8.9 9.2 9.5 9.3 10.0 9.8 10.0 10.0718 8110 10 UPPER TOWNLEY ST WESTMINSTER AVE E GUERNSEY AVE 5.0 191 48 1,003 70 48 60 63 Mod Good 26 4 5.9 10.0 9.6 8.5 10.0 8.5 10.0 9.5 9.8 10.0

384.1 8130 10 VALLEYVIEW RD SPRUCE RD 1265m S/O SPRUCE RD 6.1 1,265 386 8,096 36 32 60 35 Mod Poor 52 12 9.2 9.0 9.2 7.0 10.0 8.4 9.9 9.6 8.9 9.9384.2 8130 15 VALLEYVIEW RD 1265m S/O SPRUCE RD SOUTH END 4.0 576 114 2,398 17 32 60 22 Mod V Poor 64 19 9.2 9.7 9.1 5.9 10.0 7.3 9.9 9.4 8.0 9.7911 8130 20 VALLEYVIEW RD SPRUCE RD CRESCENT HILL RD 7.5 152 57 1,193 55 32 60 47 Mod Marginal 34 11 9.4 9.9 9.1 7.9 9.6 8.4 9.9 9.5 9.9 10.0

1143 8130 30 VALLEYVIEW RD CRESCENT HILL RD HICKORY RD 6.1 174 53 1,111 54 42 60 50 Mod Fair 35 10 6.9 8.0 9.3 9.3 9.5 9.0 10.0 9.5 9.9 9.9383 8130 40 VALLEYVIEW RD HICKORY RD GREEN AVE E 6.5 1,349 438 9,194 58 49 60 55 Mod Fair 32 10 5.8 9.5 9.0 8.4 9.8 8.6 9.9 9.6 9.9 9.9562 8150 10 VAN HORNE AVE ECKHARDT AVE E WHITE AVE E 10.8 159 86 1,800 90 70 60 83 Mod V Good 10 1 3.4 10.0 9.9 9.6 10.0 8.9 10.0 10.0 10.0 10.0552 8150 20 VAN HORNE AVE WHITE AVE E PADMORE AVE E 11.0 164 90 1,900 89 70 60 83 Mod V Good 7 3 4.6 10.0 9.8 10.0 10.0 8.4 10.0 10.0 9.7 10.0

Page 87: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 38 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

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men

t Are

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2)

212 7610 10 STEVENS CRES WILTSE DR STEVENS PL 9.8 162 79 1,6651028 7610 20 STEVENS CRES STEVENS PL STEVENS CRT 9.8 171 84 1,767205 7620 10 STEVENS CRT STEVENS CRES NE END 13.1 89 58 1,228238 7630 10 STEVENS PL NW END STEVENS CRES 20.3 25 25 534239 7640 10 STEWARD PL MacCLEAVE AVE NORTH END 11.0 118 65 1,365207 7650 10 STOCKS CRES WILTSE BLVD STOCKS CRT 10.0 82 41 858

10207 7650 20 STOCKS CRES STOCKS CRT WILTSE BLVD 10.0 389 194 4,083209 7660 10 STOCKS CRT STOCKS CRES SE END 13.5 76 51 1,07547 7670 10 SUDBURY AVE SKAHA LAKE RD EAST END 8.2 157 64 1,351

140 7690 10 SUMAC ST OKANAGAN AVE E ROSETOWN AVE 11.6 141 82 1,718309 7710 10 SUNSET PL LAWRENCE NE END 10.0 74 37 777303 7730 10 SUTHERLAND PL SUTHERLAND RD NORTH END 5.4 45 12 256298 7740 10 SUTHERLAND RD NARAMATA RD SUTHERLAND PL 7.1 385 137 2,873923 7740 20 SUTHERLAND RD SUTHERLAND PL SUTHERLAND RD 6.3 89 28 589302 7740 30 SUTHERLAND RD SUTHERLAND RD NORTH END 7.0 934 327 6,87429 7760 10 SWIFT ST BIRCH ST NW END 8.0 125 50 1,050

349 7780 10 SWORDER RD 765-823 CORBISHLEY AVE NE END 3.9 27 5 110405 7800 10 SYDNEY ST SOUTH END DYNES AVE 7.6 59 22 469404 7800 20 SYDNEY ST DYNES AVE CHURCHILL AVE 7.6 98 37 782399 7820 10 SYER RD SOUTH END HOLDEN RD 7.8 554 216 4,543901 7840 10 TABER RD BRENTVIEW PL ADAMSON DR 8.5 64 27 576220 7840 20 TABER RD ADAMSON DR NORTH END 8.5 66 28 586152 7850 10 TENNIS ST ORCHARD AVE WADE AVE W 8.6 219 94 1,980291 7870 10 THREE MILE RD THREE MILE RD SE END 6.0 331 99 2,0891148 7870 20 THREE MILE RD THREE MILE RD NARAMATA RD 5.1 891 227 4,763472 7890 10 TIMMINS ST CONKLIN AVE SCOTT AVE 5.8 285 83 1,733

1 7910 10 TODD RD NARAMATA RD EAST END 5.4 256 69 1,44265 7930 10 TORONTO AVE KING ST KILLARNEY ST 11.3 210 119 2,492

748 7940 10 TOWNLEY ST WADE AVE E NORTH END 9.2 73 34 705647 7950 10 TROY CRT SOUTH END TROY PL 16.8 58 48 1,017103 7960 10 TROY PL TROY CRT NORTH END 12.5 107 67 1,401754 7970 10 TRURO ST REDLANDS RD ASH PL 9.5 156 74 1,557269 7970 20 TRURO ST ASH PL JOHNSON RD 9.7 175 85 1,777281 7990 10 TUPPER AVE LOWER BENCH RD MIDDLE BENCH RD N 10.2 224 114 2,401192 8010 10 UPLANDS AVE GRANDVIEW ST UPLANDS CRT 9.5 85 41 851

10192 8010 20 UPLANDS AVE UPLANDS CRT UPLANDS PL 10.4 29 15 31930192 8010 30 UPLANDS AVE UPLANDS PL EAST END 9.6 30 14 300

709 8020 10 UPLANDS CRT UPLANDS AVE NORTH END 13.3 73 49 1,028196 8030 10 UPLANDS PL SOUTH END UPLANDS AVE 13.1 98 64 1,349933 8050 10 UPPER BENCH RD N BROUGHTON AVE HILLSIDE AVE 9.4 60 28 596

1146 8050 20 UPPER BENCH RD N HILLSIDE AVE MUTCH AVE 9.8 371 182 3,819280 8050 30 UPPER BENCH RD N MUTCH AVE McMILLAN AVE 10.0 536 268 5,622378 8060 10 UPPER BENCH RD N McMILLAN AVE MUNSON AVE 10.2 181 92 1,939377 8070 10 UPPER BENCH RD N MUNSON AVE CORBISHLEY AVE 6.1 528 161 3,380279 8090 10 UPPER BENCH RD S JOHNSON RD UPPER BENCH RD N 9.5 815 388 8,141718 8110 10 UPPER TOWNLEY ST WESTMINSTER AVE E GUERNSEY AVE 5.0 191 48 1,003

384.1 8130 10 VALLEYVIEW RD SPRUCE RD 1265m S/O SPRUCE RD 6.1 1,265 386 8,096384.2 8130 15 VALLEYVIEW RD 1265m S/O SPRUCE RD SOUTH END 4.0 576 114 2,398911 8130 20 VALLEYVIEW RD SPRUCE RD CRESCENT HILL RD 7.5 152 57 1,193

1143 8130 30 VALLEYVIEW RD CRESCENT HILL RD HICKORY RD 6.1 174 53 1,111383 8130 40 VALLEYVIEW RD HICKORY RD GREEN AVE E 6.5 1,349 438 9,194562 8150 10 VAN HORNE AVE ECKHARDT AVE E WHITE AVE E 10.8 159 86 1,800552 8150 20 VAN HORNE AVE WHITE AVE E PADMORE AVE E 11.0 164 90 1,900

Project Summary

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6310 6310 - STEVENS CRES 333 3,432 71 V Good 2 56310 6310 - STEVENS CRES 333 3,432 71 V Good 2 56320 6320 - STEVENS CRT 89 1,228 85 V Good 2 56330 6330 - STEVENS PL 25 534 75 V Good 2 56340 6340 - STEWARD PL 118 1,365 86 Excellent 2 56350 6350 - STOCKS CRES 471 4,940 89 Excellent 2 56350 6350 - STOCKS CRES 471 4,940 89 Excellent 2 56360 6360 - STOCKS CRT 76 1,075 93 Excellent 2 56370 6370 - SUDBURY AVE 157 1,351 81 V Good 2 56380 6380 - SUMAC ST 141 1,718 96 Excellent 2 26390 6390 - SUNSET PL 74 777 80 V Good 2 56400 6400 - SUTHERLAND PL 45 256 36 Poor 2 66410 6410 - SUTHERLAND RD 385 2,873 39 Poor 2 66420 6420 - SUTHERLAND RD 1,023 7,462 81 V Good 2 66420 6420 - SUTHERLAND RD 1,023 7,462 81 V Good 2 66430 6430 - SWIFT ST 125 1,050 62 Good 1 56440 6440 - SWORDER RD 765-823 27 110 88 Excellent 2 66450 6450 - SYDNEY ST 157 1,250 72 V Good 2 56450 6450 - SYDNEY ST 157 1,250 72 V Good 2 56460 6460 - SYER RD 554 4,543 81 V Good 3 36470 6470 - TABER RD 130 1,162 80 V Good 2 56470 6470 - TABER RD 130 1,162 80 V Good 2 56480 6480 - TENNIS ST 219 1,980 83 V Good 2 56490 6490 - THREE MILE RD 331 2,089 55 Fair 2 66500 6500 - THREE MILE RD 891 4,763 82 V Good 2 66510 6510 - TIMMINS ST 285 1,733 37 Poor 2 56520 6520 - TODD RD 256 1,442 82 V Good 2 46530 6530 - TORONTO AVE 210 2,492 71 V Good 2 56540 6540 - TOWNLEY ST 73 705 88 Excellent 2 56550 6550 - TROY CRT 58 1,017 95 Excellent 2 56560 6560 - TROY PL 107 1,401 91 Excellent 2 56570 6570 - TRURO ST 331 3,335 95 Excellent 2 56570 6570 - TRURO ST 331 3,335 95 Excellent 2 56580 6580 - TUPPER AVE 224 2,401 95 Excellent 2 46590 6590 - UPLANDS AVE 144 1,470 82 V Good 2 56590 6590 - UPLANDS AVE 144 1,470 82 V Good 2 56590 6590 - UPLANDS AVE 144 1,470 82 V Good 2 56600 6600 - UPLANDS CRT 73 1,028 75 V Good 2 56610 6610 - UPLANDS PL 98 1,349 77 V Good 2 56620 6620 - UPPER BENCH RD N 967 10,037 67 Good 3 46620 6620 - UPPER BENCH RD N 967 10,037 67 Good 3 46620 6620 - UPPER BENCH RD N 967 10,037 67 Good 3 46630 6630 - UPPER BENCH RD N 181 1,939 83 V Good 2 46640 6640 - UPPER BENCH RD N 528 3,380 92 Excellent 2 66650 6650 - UPPER BENCH RD S 815 8,141 76 V Good 3 46660 6660 - UPPER TOWNLEY ST 191 1,003 62 Good 2 56670 6670 - VALLEYVIEW RD 1,265 8,096 35 Poor 2 66680 6680 - VALLEYVIEW RD 576 2,398 22 V Poor 2 66690 6690 - VALLEYVIEW RD 325 2,303 48 Marginal 2 66690 6690 - VALLEYVIEW RD 325 2,303 48 Marginal 2 66700 6700 - VALLEYVIEW RD 1,349 9,194 55 Fair 2 66710 6710 - VAN HORNE AVE 453 5,206 83 V Good 2 56710 6710 - VAN HORNE AVE 453 5,206 83 V Good 2 5

Page 88: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 39 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

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s

550 8150 30 VAN HORNE AVE PADMORE AVE E VAN HORNE ST 11.1 129 72 1,506 91 74 60 85 Mod Excellent 7 2 3.3 10.0 9.7 10.0 10.0 8.5 10.0 10.0 10.0 10.0167 8170 10 VAN HORNE ST WADE AVE E NANAIMO AVE E 15.2 187 142 2,985 90 70 68 80 Mod V Good 3 7 4.6 9.9 10.0 10.0 9.4 10.0 10.0 9.9 9.7 9.8519 8190 10 VAN HORNE ST SOUTH END WESTMINSTER AVE E 11.2 138 77 1,617 80 61 60 74 Mod V Good 11 9 5.1 10.0 9.8 9.1 9.2 10.0 10.0 9.8 9.8 10.0497 8200 10 VAN HORNE ST WESTMINSTER AVE E VANCOUVER AVE 11.4 280 160 3,353 84 66 60 78 Mod V Good 14 1 4.7 9.5 10.0 9.6 10.0 9.9 10.0 9.3 9.8 10.0498 8220 10 VANCOUVER AVE ELLIS ST VAN HORNE ST 13.5 101 68 1,427 70 47 78 66 Strng Good 29 1 6.0 8.7 10.0 8.8 10.0 10.0 10.0 9.5 9.8 10.0495 8220 20 VANCOUVER AVE VAN HORNE ST ABBOTT ST 13.9 104 73 1,524 70 61 86 72 Strng V Good 24 5 4.0 8.7 9.4 9.3 10.0 10.0 10.0 9.4 9.9 10.0392 8230 10 VANCOUVER AVE ABBOTT ST CAMBIE ST 13.5 301 203 4,262 81 62 96 80 Strng V Good 15 4 4.7 9.2 9.7 10.0 10.0 10.0 9.9 9.1 9.8 10.0713 8230 20 VANCOUVER AVE CAMBIE ST LOWER BENCH RD 9.4 141 66 1,386 90 70 86 84 Strng V Good 11 0 3.6 10.0 10.0 10.0 10.0 9.7 9.8 9.0 10.0 10.0194 8250 10 VANCOUVER PL VANCOUVER AVE NE END 9.0 226 102 2,133 88 69 60 82 Mod V Good 7 5 4.6 10.0 9.9 9.7 9.6 10.0 10.0 9.5 9.8 10.035 8270 10 VEES DR HWY 97 WADE AVE W 14.0 167 116 2,446 59 56 92 66 Strng Good 33 8 4.7 6.8 9.2 10.0 10.0 10.0 10.0 9.7 9.8 10.0

410 8290 10 VERNON AVE COMOX ST ALBERNI ST 8.0 221 88 1,856 58 32 60 49 Mod Marginal 41 1 9.3 10.0 10.0 6.8 10.0 9.6 9.0 10.0 9.8 10.0168 8310 10 VETERANS WAY FRONT ST LAKESHORE DR E 12.5 169 106 2,223 89 70 60 83 Mod V Good 9 1 4.1 10.0 10.0 9.5 10.0 10.0 10.0 9.4 9.8 10.0567 8330 10 VICTORIA DR ECKHARDT AVE W VICTORIA DR 10.1 198 100 2,097 87 68 60 81 Mod V Good 12 1 5.0 10.0 10.0 10.0 10.0 7.4 10.0 10.0 9.7 10.0149 8330 20 VICTORIA DR VICTORIA DR NORTH END 10.2 25 13 270 88 69 60 82 Mod V Good 9 3 9.7 10.0 9.8 9.1 10.0 10.0 10.0 10.0 9.6 10.0155 8330 30 VICTORIA DR VICTORIA DR WINNIPEG ST 10.0 112 56 1,174 78 60 60 72 Mod V Good 16 6 4.1 10.0 9.4 9.0 10.0 9.5 9.9 9.6 9.8 10.0546 8350 10 WADE AVE E MAIN ST ELLIS ST 12.5 87 54 1,143 46 24 80 49 Strng Marginal 42 12 11.8 6.1 8.6 9.6 10.0 10.0 9.9 9.9 9.8 10.0563 8360 10 WADE AVE E ELLIS ST VAN HORNE ST 14.7 93 68 1,436 71 59 61 66 Mod Good 23 6 4.3 9.0 9.3 9.6 10.0 9.4 10.0 9.2 9.9 9.9323 8370 10 WADE AVE E VAN HORNE ST BRAID ST 14.2 96 68 1,435 71 67 85 74 Strng V Good 26 2 3.4 8.7 9.7 9.5 10.0 9.4 10.0 9.2 10.0 10.0758 8370 20 WADE AVE E BRAID ST GOVERNMENT ST 14.7 104 77 1,607 80 61 83 76 Strng V Good 12 7 4.1 9.6 9.2 10.0 10.0 9.5 10.0 9.3 9.9 10.0179 8390 10 WADE AVE E NORTON ST TOWNLEY ST 9.0 97 44 920 86 67 60 79 Mod V Good 0 15 5.2 10.0 8.4 10.0 10.0 10.0 10.0 10.0 9.7 10.0749 8390 20 WADE AVE E TOWNLEY ST PICKERING ST 11.0 99 55 1,145 100 90 60 97 Mod Excellent 0 0 3.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0750 8390 30 WADE AVE E PICKERING ST EAST END 11.6 40 23 490 99 90 60 96 Mod Excellent 0 1 6.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0343 8410 10 WADE AVE W VEES DR CARIBOU ST 10.3 67 34 721 82 63 96 81 Strng V Good 12 7 5.7 9.5 9.4 9.3 9.9 10.0 10.0 10.0 9.8 10.0458 8410 20 WADE AVE W CARIBOU ST MAURICE ST 10.2 94 48 1,012 76 70 70 73 Mod V Good 11 13 3.1 10.0 8.7 9.4 9.6 9.8 10.0 9.5 10.0 10.0457 8410 30 WADE AVE W MAURICE ST YOUNG ST 10.3 94 49 1,022 68 73 86 74 Strng V Good 15 17 2.9 10.0 8.3 9.1 9.6 10.0 10.0 9.3 10.0 10.0456 8410 40 WADE AVE W YOUNG ST RIGSBY ST 10.1 33 16 346 64 47 87 66 Strng Good 16 19 6.0 9.5 8.0 9.4 9.6 10.0 10.0 9.3 9.9 10.0455 8410 50 WADE AVE W RIGSBY ST HANSEN ST 10.0 61 31 641 57 62 78 63 Strng Good 19 24 4.0 10.0 7.5 8.7 9.5 10.0 10.0 9.2 10.0 10.0454 8410 60 WADE AVE W HANSEN ST HAYNES ST 10.1 55 28 583 78 59 73 72 Mod V Good 12 10 4.4 10.0 9.3 9.5 9.6 10.0 10.0 9.2 9.9 10.0453 8410 70 WADE AVE W HAYNES ST TENNIS ST 10.0 40 20 425 79 65 91 79 Strng V Good 14 7 3.6 10.0 9.1 9.3 10.0 10.0 10.0 9.1 10.0 10.0452 8410 80 WADE AVE W TENNIS ST BRUNSWICK ST 10.0 51 26 539 77 58 73 71 Mod V Good 13 9 6.0 10.0 9.0 9.3 9.9 10.0 9.8 9.4 9.8 10.0342 8410 90 WADE AVE W BRUNSWICK ST WINNIPEG ST 10.2 130 66 1,393 84 67 89 81 Strng V Good 12 5 3.4 9.7 9.5 9.7 9.9 10.0 10.0 9.4 10.0 10.0529 8410 100 WADE AVE W WINNIPEG ST MARTIN ST 11.6 129 75 1,573 78 64 80 75 Strng V Good 16 6 3.7 9.1 9.2 9.3 10.0 10.0 10.0 10.0 10.0 10.0532 8410 110 WADE AVE W MARTIN ST WADE AVE E 12.8 87 56 1,169 51 32 84 54 Strng Fair 46 4 9.2 8.1 9.7 7.9 10.0 9.8 10.0 9.3 9.8 10.0186 8430 10 WALDEN CRES JOHNSON RD BARRINGTON PL 9.7 55 26 555 90 70 60 83 Mod V Good 4 6 4.6 10.0 9.3 10.0 10.0 10.0 10.0 9.5 9.8 10.0745 8430 20 WALDEN CRES BARRINGTON PL BARRINGTON AVE 9.7 57 28 579 86 67 60 80 Mod V Good 5 9 5.0 10.0 9.0 10.0 10.0 10.0 10.0 9.4 9.8 10.0742 8430 30 WALDEN CRES BARRINGTON AVE GRANDVIEW ST 9.5 137 65 1,370 93 79 60 88 Mod Excellent 2 5 3.1 10.0 9.3 10.0 10.0 9.6 10.0 10.0 10.0 10.0739 8430 40 WALDEN CRES GRANDVIEW ST BARRINGTON AVE 9.8 171 84 1,767 87 68 60 81 Mod V Good 9 4 7.3 10.0 9.7 9.7 10.0 9.5 10.0 9.5 9.7 10.0743 8440 10 WALDEN CRES JOHNSON RD BARRINGTON AVE 9.8 114 56 1,179 84 66 60 78 Mod V Good 13 3 7.5 9.0 9.9 10.0 10.0 10.0 10.0 9.6 9.7 10.0870 8460 10 WARREN AVE E MAIN ST CAMROSE ST 13.3 424 282 5,913 94 82 86 89 Strng Excellent 4 3 3.8 9.6 9.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0861 8460 20 WARREN AVE E CAMROSE ST GOVERNMENT ST 13.0 231 151 3,163 99 90 84 93 Strng Excellent 1 0 2.3 10.0 10.0 10.0 10.0 10.0 9.8 10.0 10.0 10.01015 8470 10 WARREN AVE E GOVERNMENT ST BARNES ST 13.0 175 114 2,397 99 90 86 93 Strng Excellent 0 1 2.4 10.0 10.0 10.0 9.8 10.0 10.0 10.0 10.0 10.0347 8470 20 WARREN AVE E BARNES ST DARTMOUTH DR 13.5 141 95 1,993 100 90 78 92 Strng Excellent 0 0 2.4 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.069 8480 10 WARREN AVE W HWY 97 BASKIN ST 14.4 103 74 1,559 71 52 92 72 Strng V Good 15 14 5.2 9.4 8.4 9.3 10.0 10.0 10.0 9.6 9.9 10.0

1134 8480 20 WARREN AVE W BASKIN ST QUEBEC ST 14.2 327 232 4,879 71 71 81 73 Strng V Good 12 17 3.1 9.6 8.1 9.5 9.7 10.0 10.0 9.5 10.0 10.0651 8480 30 WARREN AVE W QUEBEC ST ATKINSON ST 13.7 281 192 4,036 85 73 80 81 Strng V Good 13 2 2.8 8.6 9.8 10.0 9.9 10.0 10.0 10.0 10.0 10.0646 8490 10 WARREN AVE W ATKINSON ST ROY AVE 13.7 239 163 3,433 79 63 80 75 Strng V Good 21 0 3.8 7.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0849 8490 20 WARREN AVE W ROY AVE MAIN ST 14.7 64 47 981 73 51 83 70 Strng Good 26 2 7.6 7.5 10.0 10.0 10.0 9.6 10.0 10.0 9.7 10.0693 8510 10 WATERFORD AVE COLEMAN ST PARIS ST 9.6 103 49 1,037 86 67 60 80 Mod V Good 10 4 4.4 10.0 9.7 9.0 10.0 10.0 10.0 10.0 9.7 10.080 8520 10 WATERFORD AVE PARIS ST SKAHA LAKE RD 8.9 179 80 1,677 77 57 60 70 Mod V Good 16 7 5.8 9.4 9.9 9.4 9.3 10.0 10.0 9.4 9.9 10.0

691 8530 10 WATERFORD AVE SKAHA LAKE RD WILSON ST 11.2 151 84 1,774 67 46 60 60 Mod Fair 21 12 6.1 8.7 9.2 9.3 9.4 9.8 10.0 10.0 9.8 9.9690 8540 10 WATERFORD AVE WILSON ST EAST END 9.7 134 65 1,366 80 61 60 74 Mod V Good 17 3 6.5 10.0 9.8 9.2 10.0 10.0 10.0 8.9 9.8 10.0490 8560 10 WATERLOO AVE WEST END FAIRVIEW RD 7.7 419 161 3,389 52 52 30 52 Weak Fair 44 4 5.3 9.8 9.6 7.1 10.0 8.0 10.0 9.5 9.9 10.0

1058 8580 10 WELLINGTON ST LAWRENCE DUNCAN AVE E 8.9 84 37 784 73 51 60 66 Mod Good 24 3 9.0 10.0 9.8 8.3 10.0 10.0 9.5 9.6 9.8 10.0

Page 89: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 40 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

550 8150 30 VAN HORNE AVE PADMORE AVE E VAN HORNE ST 11.1 129 72 1,506167 8170 10 VAN HORNE ST WADE AVE E NANAIMO AVE E 15.2 187 142 2,985519 8190 10 VAN HORNE ST SOUTH END WESTMINSTER AVE E 11.2 138 77 1,617497 8200 10 VAN HORNE ST WESTMINSTER AVE E VANCOUVER AVE 11.4 280 160 3,353498 8220 10 VANCOUVER AVE ELLIS ST VAN HORNE ST 13.5 101 68 1,427495 8220 20 VANCOUVER AVE VAN HORNE ST ABBOTT ST 13.9 104 73 1,524392 8230 10 VANCOUVER AVE ABBOTT ST CAMBIE ST 13.5 301 203 4,262713 8230 20 VANCOUVER AVE CAMBIE ST LOWER BENCH RD 9.4 141 66 1,386194 8250 10 VANCOUVER PL VANCOUVER AVE NE END 9.0 226 102 2,13335 8270 10 VEES DR HWY 97 WADE AVE W 14.0 167 116 2,446

410 8290 10 VERNON AVE COMOX ST ALBERNI ST 8.0 221 88 1,856168 8310 10 VETERANS WAY FRONT ST LAKESHORE DR E 12.5 169 106 2,223567 8330 10 VICTORIA DR ECKHARDT AVE W VICTORIA DR 10.1 198 100 2,097149 8330 20 VICTORIA DR VICTORIA DR NORTH END 10.2 25 13 270155 8330 30 VICTORIA DR VICTORIA DR WINNIPEG ST 10.0 112 56 1,174546 8350 10 WADE AVE E MAIN ST ELLIS ST 12.5 87 54 1,143563 8360 10 WADE AVE E ELLIS ST VAN HORNE ST 14.7 93 68 1,436323 8370 10 WADE AVE E VAN HORNE ST BRAID ST 14.2 96 68 1,435758 8370 20 WADE AVE E BRAID ST GOVERNMENT ST 14.7 104 77 1,607179 8390 10 WADE AVE E NORTON ST TOWNLEY ST 9.0 97 44 920749 8390 20 WADE AVE E TOWNLEY ST PICKERING ST 11.0 99 55 1,145750 8390 30 WADE AVE E PICKERING ST EAST END 11.6 40 23 490343 8410 10 WADE AVE W VEES DR CARIBOU ST 10.3 67 34 721458 8410 20 WADE AVE W CARIBOU ST MAURICE ST 10.2 94 48 1,012457 8410 30 WADE AVE W MAURICE ST YOUNG ST 10.3 94 49 1,022456 8410 40 WADE AVE W YOUNG ST RIGSBY ST 10.1 33 16 346455 8410 50 WADE AVE W RIGSBY ST HANSEN ST 10.0 61 31 641454 8410 60 WADE AVE W HANSEN ST HAYNES ST 10.1 55 28 583453 8410 70 WADE AVE W HAYNES ST TENNIS ST 10.0 40 20 425452 8410 80 WADE AVE W TENNIS ST BRUNSWICK ST 10.0 51 26 539342 8410 90 WADE AVE W BRUNSWICK ST WINNIPEG ST 10.2 130 66 1,393529 8410 100 WADE AVE W WINNIPEG ST MARTIN ST 11.6 129 75 1,573532 8410 110 WADE AVE W MARTIN ST WADE AVE E 12.8 87 56 1,169186 8430 10 WALDEN CRES JOHNSON RD BARRINGTON PL 9.7 55 26 555745 8430 20 WALDEN CRES BARRINGTON PL BARRINGTON AVE 9.7 57 28 579742 8430 30 WALDEN CRES BARRINGTON AVE GRANDVIEW ST 9.5 137 65 1,370739 8430 40 WALDEN CRES GRANDVIEW ST BARRINGTON AVE 9.8 171 84 1,767743 8440 10 WALDEN CRES JOHNSON RD BARRINGTON AVE 9.8 114 56 1,179870 8460 10 WARREN AVE E MAIN ST CAMROSE ST 13.3 424 282 5,913861 8460 20 WARREN AVE E CAMROSE ST GOVERNMENT ST 13.0 231 151 3,163

1015 8470 10 WARREN AVE E GOVERNMENT ST BARNES ST 13.0 175 114 2,397347 8470 20 WARREN AVE E BARNES ST DARTMOUTH DR 13.5 141 95 1,99369 8480 10 WARREN AVE W HWY 97 BASKIN ST 14.4 103 74 1,559

1134 8480 20 WARREN AVE W BASKIN ST QUEBEC ST 14.2 327 232 4,879651 8480 30 WARREN AVE W QUEBEC ST ATKINSON ST 13.7 281 192 4,036646 8490 10 WARREN AVE W ATKINSON ST ROY AVE 13.7 239 163 3,433849 8490 20 WARREN AVE W ROY AVE MAIN ST 14.7 64 47 981693 8510 10 WATERFORD AVE COLEMAN ST PARIS ST 9.6 103 49 1,03780 8520 10 WATERFORD AVE PARIS ST SKAHA LAKE RD 8.9 179 80 1,677

691 8530 10 WATERFORD AVE SKAHA LAKE RD WILSON ST 11.2 151 84 1,774690 8540 10 WATERFORD AVE WILSON ST EAST END 9.7 134 65 1,366490 8560 10 WATERLOO AVE WEST END FAIRVIEW RD 7.7 419 161 3,389

1058 8580 10 WELLINGTON ST LAWRENCE DUNCAN AVE E 8.9 84 37 784

Project Summary

Proj

ect I

D

Proj

ect D

escr

iptio

n

Proj

ect L

engt

h (m

)

Proj

ect A

rea

(m2)

Proj

ect C

urre

nt P

CI

Proj

ect C

ondi

tion

Rat

ing

Proj

ect S

tren

gth

Cod

e

Proj

ect F

unC

l Cod

e

6710 6710 - VAN HORNE AVE 453 5,206 83 V Good 2 56720 6720 - VAN HORNE ST 187 2,985 79 V Good 2 36730 6730 - VAN HORNE ST 138 1,617 73 V Good 2 56740 6740 - VAN HORNE ST 280 3,353 78 V Good 2 56750 6750 - VANCOUVER AVE 205 2,950 69 Good 3 36750 6750 - VANCOUVER AVE 205 2,950 69 Good 3 36760 6760 - VANCOUVER AVE 441 5,648 81 V Good 3 36760 6760 - VANCOUVER AVE 441 5,648 81 V Good 3 36770 6770 - VANCOUVER PL 226 2,133 82 V Good 2 56780 6780 - VEES DR 167 2,446 66 Good 3 26790 6790 - VERNON AVE 221 1,856 49 Marginal 2 56800 6800 - VETERANS WAY 169 2,223 83 V Good 2 26810 6810 - VICTORIA DR 335 3,540 78 V Good 2 56810 6810 - VICTORIA DR 335 3,540 78 V Good 2 56810 6810 - VICTORIA DR 335 3,540 78 V Good 2 56820 6820 - WADE AVE E 87 1,143 48 Marginal 3 26830 6830 - WADE AVE E 93 1,436 65 Good 2 26840 6840 - WADE AVE E 200 3,042 75 V Good 3 26840 6840 - WADE AVE E 200 3,042 75 V Good 3 26850 6850 - WADE AVE E 237 2,555 90 Excellent 2 56850 6850 - WADE AVE E 237 2,555 90 Excellent 2 56850 6850 - WADE AVE E 237 2,555 90 Excellent 2 56860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26860 6860 - WADE AVE W 755 8,256 74 V Good 3 26870 6870 - WADE AVE W 87 1,169 54 Fair 3 26880 6880 - WALDEN CRES 420 4,270 83 V Good 2 56880 6880 - WALDEN CRES 420 4,270 83 V Good 2 56880 6880 - WALDEN CRES 420 4,270 83 V Good 2 56880 6880 - WALDEN CRES 420 4,270 83 V Good 2 56890 6890 - WALDEN CRES 114 1,179 78 V Good 2 56900 6900 - WARREN AVE E 655 9,076 90 Excellent 3 26900 6900 - WARREN AVE E 655 9,076 90 Excellent 3 26910 6910 - WARREN AVE E 316 4,391 92 Excellent 3 26910 6910 - WARREN AVE E 316 4,391 92 Excellent 3 26920 6920 - WARREN AVE W 711 10,474 76 V Good 3 26920 6920 - WARREN AVE W 711 10,474 76 V Good 3 26920 6920 - WARREN AVE W 711 10,474 76 V Good 3 26930 6930 - WARREN AVE W 302 4,414 74 V Good 3 26930 6930 - WARREN AVE W 302 4,414 74 V Good 3 26940 6940 - WATERFORD AVE 103 1,037 79 V Good 2 56950 6950 - WATERFORD AVE 179 1,677 70 Good 2 56960 6960 - WATERFORD AVE 151 1,774 59 Fair 2 56970 6970 - WATERFORD AVE 134 1,366 74 V Good 2 56980 6980 - WATERLOO AVE 419 3,389 51 Fair 1 26990 6990 - WELLINGTON ST 187 1,725 74 V Good 2 5

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 41 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

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)

Pave

men

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(m)

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a (m

2)

Surf

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Dis

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(SD

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(RI)

Stru

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(NLA

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s

1053 8580 20 WELLINGTON ST DUNCAN AVE E RIDGEDALE AVE 8.7 103 45 941 88 69 60 82 Mod V Good 9 3 7.4 10.0 9.9 9.3 10.0 9.6 10.0 10.0 9.7 10.0402 8600 10 WESTMINSTER AVE E HWY 97 WYLIE ST 19.6 88 86 1,805 79 60 87 76 Strng V Good 18 2 5.3 10.0 9.9 8.9 10.0 9.6 10.0 9.3 9.8 10.0401 8600 20 WESTMINSTER AVE E WYLIE ST COMOX ST 13.7 225 154 3,239 81 71 70 76 Mod V Good 18 1 3.1 10.0 10.0 9.5 9.9 9.6 10.0 8.7 10.0 10.0391 8600 30 WESTMINSTER AVE E COMOX ST BURNABY AVE 13.3 171 114 2,384 81 66 79 77 Strng V Good 14 5 3.5 10.0 9.7 10.0 9.7 9.6 9.9 8.6 10.0 10.0415 8600 40 WESTMINSTER AVE E BURNABY AVE ALBERNI ST 13.3 66 44 924 78 72 83 78 Strng V Good 22 0 3.0 10.0 9.9 9.2 10.0 9.5 9.9 8.7 10.0 10.0434 8600 50 WESTMINSTER AVE E ALBERNI ST POWER ST 13.8 155 107 2,246 90 70 88 85 Strng V Good 9 1 3.8 10.0 9.9 10.0 10.0 10.0 9.8 9.0 10.0 10.0433 8610 10 WESTMINSTER AVE E POWER ST BASSETT ST 12.3 165 101 2,128 80 66 91 79 Strng V Good 7 13 3.5 10.0 8.4 9.7 10.0 10.0 9.9 9.6 10.0 10.0

1117 8610 20 WESTMINSTER AVE E BASSETT ST MAPLE ST 11.8 99 58 1,228 74 65 64 69 Mod Good 11 15 3.6 10.0 8.1 9.4 10.0 10.0 10.0 9.4 10.0 10.01116 8610 30 WESTMINSTER AVE E MAPLE ST RIGSBY ST 11.9 123 73 1,535 68 66 93 74 Strng V Good 20 12 3.5 8.4 8.5 10.0 10.0 10.0 9.9 9.6 10.0 9.9441 8610 40 WESTMINSTER AVE E RIGSBY ST HAYNES ST 11.8 116 69 1,439 60 70 92 70 Strng V Good 25 16 3.2 7.9 8.1 10.0 10.0 10.0 9.9 9.7 10.0 9.9442 8610 50 WESTMINSTER AVE E HAYNES ST LAKEVIEW ST 11.8 40 23 492 83 64 87 79 Strng V Good 8 9 4.1 9.6 9.0 10.0 10.0 9.4 9.8 9.9 9.8 10.0437 8610 60 WESTMINSTER AVE E LAKEVIEW ST BRUNSWICK ST 11.6 53 31 651 70 66 80 72 Strng V Good 15 15 3.5 9.2 8.1 9.7 10.0 9.5 10.0 9.6 10.0 10.0436 8610 70 WESTMINSTER AVE E BRUNSWICK ST WINNIPEG ST 11.4 129 73 1,543 48 44 79 55 Strng Fair 42 9 6.7 7.9 9.2 8.4 9.7 9.1 10.0 9.9 9.9 9.9502 8620 10 WESTMINSTER AVE E WINNIPEG ST MARTIN ST 11.5 129 74 1,554 67 41 25 50 Weak Fair 23 10 7.4 8.9 9.5 9.0 9.4 9.9 10.0 9.8 9.8 10.0505 8630 10 WESTMINSTER AVE E MARTIN ST MAIN ST 11.2 87 49 1,022 78 59 69 71 Mod V Good 20 2 11.0 8.8 9.9 9.4 10.0 9.7 10.0 9.9 9.8 10.0517 8650 10 WESTMINSTER AVE E ELLIS ST VAN HORNE ST 12.7 102 65 1,364 85 67 47 71 Mod V Good 6 9 8.9 10.0 9.5 10.0 9.5 9.6 10.0 9.5 9.8 10.0516 8650 20 WESTMINSTER AVE E VAN HORNE ST ABBOTT ST 11.4 102 58 1,220 84 65 88 80 Strng V Good 9 7 6.1 9.6 9.2 9.8 10.0 9.8 10.0 9.6 9.8 10.0521 8660 10 WESTMINSTER AVE E ABBOTT ST NORTON ST 11.4 94 53 1,122 89 70 93 85 Strng Excellent 9 2 7.5 10.0 10.0 9.4 10.0 9.5 10.0 9.9 9.7 10.0719 8680 10 WESTMINSTER AVE E UPPER TOWNLEY ST WESTMINSTER PL 7.5 40 15 311 84 65 60 78 Mod V Good 14 2 5.7 10.0 9.9 9.5 10.0 9.2 10.0 9.3 9.8 10.0724 8680 20 WESTMINSTER AVE E WESTMINSTER PL CAMBIE ST 7.4 50 19 389 84 65 60 77 Mod V Good 14 2 7.4 10.0 9.9 9.3 10.0 10.0 10.0 9.2 9.8 10.0726 8680 30 WESTMINSTER AVE E CAMBIE ST FARRELL ST 7.2 98 35 741 83 64 60 77 Mod V Good 12 4 5.2 10.0 10.0 9.4 9.6 9.6 10.0 9.4 9.8 10.0717 8680 40 WESTMINSTER AVE E FARRELL ST GRANDVIEW ST 7.4 163 60 1,266 79 60 60 73 Mod V Good 9 12 7.3 10.0 9.1 9.4 9.5 9.7 10.0 9.8 9.8 10.0737 8690 10 WESTMINSTER AVE E GRANDVIEW ST MITCHELL PL 12.3 101 62 1,307 76 55 82 72 Strng V Good 23 1 6.6 8.9 10.0 9.4 10.0 9.5 10.0 9.4 9.8 10.0733 8690 20 WESTMINSTER AVE E MITCHELL PL MacDONALD ST 10.5 138 73 1,528 80 61 51 68 Mod Good 14 6 6.3 10.0 9.4 9.4 10.0 9.7 10.0 9.1 9.8 10.0738 8690 30 WESTMINSTER AVE E MacDONALD ST McCONNACHIE PL 11.8 96 56 1,183 78 58 89 76 Strng V Good 17 5 6.8 9.5 9.6 10.0 10.0 9.6 10.0 8.6 9.8 10.0727 8690 40 WESTMINSTER AVE E McCONNACHIE PL MIDDLE BENCH RD S 11.8 118 70 1,465 80 61 74 74 Mod V Good 13 7 5.2 9.6 9.3 9.5 10.0 9.8 10.0 9.5 9.9 10.0173 8710 10 WESTMINSTER PL SOUTH END WESTMINSTER AVE E 7.1 54 19 403 80 62 60 74 Mod V Good 20 0 3.9 10.0 10.0 9.3 10.0 8.0 10.0 9.5 10.0 10.0247 8720 10 WESTVIEW DR WILTSE DR ARMSTRONG DR 11.7 71 42 875 82 63 60 76 Mod V Good 11 8 4.1 10.0 9.9 9.5 9.2 10.0 10.0 9.2 9.8 10.0

1023 8720 20 WESTVIEW DR ARMSTRONG DR ROGERS CRES 11.7 147 86 1,809 77 60 60 72 Mod V Good 20 3 4.2 10.0 9.9 8.2 10.0 10.0 10.0 10.0 9.7 9.81102 8720 30 WESTVIEW DR ROGERS CRES WESTVIEW PL 11.7 340 199 4,179 85 71 60 80 Mod V Good 14 1 3.0 10.0 9.9 9.2 10.0 9.3 10.0 9.6 10.0 10.01101 8720 40 WESTVIEW DR ROGERS CRES WESTVIEW PL 11.7 85 50 1,044 76 64 60 72 Mod V Good 21 2 3.7 10.0 9.7 9.1 10.0 10.0 10.0 8.5 10.0 10.01103 8720 50 WESTVIEW DR WILTSE BLVD ROGERS CRES 11.8 138 81 1,705 83 65 60 77 Mod V Good 14 3 6.9 10.0 9.8 9.6 10.0 10.0 10.0 8.8 9.8 10.0258 8730 10 WESTVIEW PL WESTVIEW DR NE END 20.6 38 39 813 75 55 60 68 Mod Good 18 6 9.9 8.8 10.0 9.3 9.3 10.0 10.0 10.0 9.8 10.0593 8740 10 WEYBURN ST REGINA AVE PRESTON AVE 7.7 127 49 1,025 98 89 60 95 Mod Excellent 0 2 6.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0592 8740 20 WEYBURN ST PRESTON AVE NORTH END 7.6 162 61 1,288 57 19 60 44 Mod Marginal 41 2 14.7 8.5 9.9 7.9 10.0 10.0 10.0 9.5 9.8 9.9547 8760 10 WHITE AVE E MAIN ST ELLIS ST 12.8 87 55 1,164 86 67 60 80 Mod V Good 12 2 5.6 10.0 9.9 9.3 10.0 10.0 10.0 9.5 9.8 10.0548 8760 20 WHITE AVE E ELLIS ST VAN HORNE AVE 10.4 85 44 931 95 85 60 92 Mod Excellent 2 3 5.7 10.0 9.8 10.0 10.0 10.0 9.7 10.0 9.7 10.0555 8770 10 WHITE AVE E VAN HORNE AVE BRAID ST 10.5 85 45 943 75 69 60 73 Mod V Good 14 11 3.2 10.0 8.6 8.9 10.0 9.6 10.0 9.9 10.0 10.0560 8770 20 WHITE AVE E BRAID ST PAPINEAU ST 10.7 85 46 958 88 69 60 82 Mod V Good 5 7 8.1 10.0 9.2 10.0 10.0 10.0 10.0 9.4 9.8 10.0559 8770 30 WHITE AVE E PAPINEAU ST BURNS ST 10.7 87 46 974 93 80 60 89 Mod Excellent 5 2 3.2 10.0 9.8 10.0 10.0 10.0 10.0 9.4 10.0 10.0764 8770 40 WHITE AVE E BURNS ST HAYWOOD ST 10.7 83 45 936 95 85 60 92 Mod Excellent 2 3 3.0 10.0 9.6 10.0 10.0 10.0 10.0 9.8 10.0 10.0760 8770 50 WHITE AVE E HAYWOOD ST GOVERNMENT ST 10.9 37 20 430 86 68 60 80 Mod V Good 12 2 3.3 10.0 9.8 8.9 10.0 10.0 10.0 9.9 10.0 10.0158 8790 10 WHITE AVE W MARTIN ST MAIN ST 11.6 87 50 1,060 83 65 60 77 Mod V Good 15 1 5.0 10.0 10.0 9.1 10.0 10.0 10.0 9.2 9.8 10.0307 8810 10 WILLIAMSON PL HOLDEN RD NORTH END 12.4 126 78 1,639 75 55 60 68 Mod Good 23 2 5.8 9.1 9.8 9.1 10.0 9.7 10.0 9.5 9.8 10.0692 8830 10 WILSON ST YORKTON AVE WATERFORD AVE 11.5 574 330 6,923 75 57 44 63 Weak Good 10 15 4.5 9.9 8.4 9.8 9.8 10.0 10.0 9.1 9.9 10.0689 8830 20 WILSON ST WATERFORD AVE ARNOTT PL 11.3 125 71 1,490 68 56 47 60 Mod Fair 12 19 4.6 10.0 7.7 9.8 10.0 9.8 10.0 8.8 9.8 10.0687 8830 30 WILSON ST ARNOTT PL GREEN AVE W 11.5 108 62 1,304 82 64 44 68 Weak Good 6 11 4.2 10.0 8.7 10.0 10.0 10.0 10.0 9.2 9.8 10.0139 8850 10 WILTON CRES CARMI AVE CARMI AVE 10.6 289 153 3,216 83 64 60 77 Mod V Good 11 6 6.2 9.1 10.0 9.7 9.4 10.0 10.0 10.0 9.8 10.0208 8870 10 WILTSE BLVD DARTMOUTH DR WILTSE PL 13.6 93 63 1,322 66 51 82 66 Strng Good 22 12 5.4 10.0 8.5 8.0 10.0 9.7 10.0 10.0 9.9 10.0

1021 8870 20 WILTSE BLVD WILTSE PL WILTSE DR 13.8 129 89 1,870 54 44 80 58 Strng Fair 29 17 6.5 9.2 8.4 8.4 9.7 9.5 10.0 9.6 9.9 10.01022 8870 30 WILTSE BLVD WILTSE DR STOCKS CRES 13.6 230 156 3,279 71 50 58 63 Mod Good 16 13 5.5 9.2 9.1 9.5 9.4 9.5 10.0 9.9 9.9 10.01029 8870 40 WILTSE BLVD STOCKS CRES STOCKS CRES 13.7 348 238 5,007 74 67 63 69 Mod Good 8 18 3.4 10.0 8.3 9.7 9.4 9.5 10.0 9.7 10.0 10.01108 8870 50 WILTSE BLVD STOCKS CRES EVERGREEN DR 11.7 255 149 3,133 85 67 70 77 Mod V Good 9 6 4.0 9.8 9.4 9.7 10.0 9.1 10.0 10.0 9.8 10.0

Page 91: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 42 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

Stre

et N

umbe

r

Blo

ck N

umbe

r

On

Stre

et

From

Str

eet

To S

tree

t

Pave

men

t Wid

th (m

)

Pave

men

t Len

gth

(m)

Add

Are

a (m

2)

Pave

men

t Are

a (m

2)

1053 8580 20 WELLINGTON ST DUNCAN AVE E RIDGEDALE AVE 8.7 103 45 941402 8600 10 WESTMINSTER AVE E HWY 97 WYLIE ST 19.6 88 86 1,805401 8600 20 WESTMINSTER AVE E WYLIE ST COMOX ST 13.7 225 154 3,239391 8600 30 WESTMINSTER AVE E COMOX ST BURNABY AVE 13.3 171 114 2,384415 8600 40 WESTMINSTER AVE E BURNABY AVE ALBERNI ST 13.3 66 44 924434 8600 50 WESTMINSTER AVE E ALBERNI ST POWER ST 13.8 155 107 2,246433 8610 10 WESTMINSTER AVE E POWER ST BASSETT ST 12.3 165 101 2,128

1117 8610 20 WESTMINSTER AVE E BASSETT ST MAPLE ST 11.8 99 58 1,2281116 8610 30 WESTMINSTER AVE E MAPLE ST RIGSBY ST 11.9 123 73 1,535441 8610 40 WESTMINSTER AVE E RIGSBY ST HAYNES ST 11.8 116 69 1,439442 8610 50 WESTMINSTER AVE E HAYNES ST LAKEVIEW ST 11.8 40 23 492437 8610 60 WESTMINSTER AVE E LAKEVIEW ST BRUNSWICK ST 11.6 53 31 651436 8610 70 WESTMINSTER AVE E BRUNSWICK ST WINNIPEG ST 11.4 129 73 1,543502 8620 10 WESTMINSTER AVE E WINNIPEG ST MARTIN ST 11.5 129 74 1,554505 8630 10 WESTMINSTER AVE E MARTIN ST MAIN ST 11.2 87 49 1,022517 8650 10 WESTMINSTER AVE E ELLIS ST VAN HORNE ST 12.7 102 65 1,364516 8650 20 WESTMINSTER AVE E VAN HORNE ST ABBOTT ST 11.4 102 58 1,220521 8660 10 WESTMINSTER AVE E ABBOTT ST NORTON ST 11.4 94 53 1,122719 8680 10 WESTMINSTER AVE E UPPER TOWNLEY ST WESTMINSTER PL 7.5 40 15 311724 8680 20 WESTMINSTER AVE E WESTMINSTER PL CAMBIE ST 7.4 50 19 389726 8680 30 WESTMINSTER AVE E CAMBIE ST FARRELL ST 7.2 98 35 741717 8680 40 WESTMINSTER AVE E FARRELL ST GRANDVIEW ST 7.4 163 60 1,266737 8690 10 WESTMINSTER AVE E GRANDVIEW ST MITCHELL PL 12.3 101 62 1,307733 8690 20 WESTMINSTER AVE E MITCHELL PL MacDONALD ST 10.5 138 73 1,528738 8690 30 WESTMINSTER AVE E MacDONALD ST McCONNACHIE PL 11.8 96 56 1,183727 8690 40 WESTMINSTER AVE E McCONNACHIE PL MIDDLE BENCH RD S 11.8 118 70 1,465173 8710 10 WESTMINSTER PL SOUTH END WESTMINSTER AVE E 7.1 54 19 403247 8720 10 WESTVIEW DR WILTSE DR ARMSTRONG DR 11.7 71 42 8751023 8720 20 WESTVIEW DR ARMSTRONG DR ROGERS CRES 11.7 147 86 1,8091102 8720 30 WESTVIEW DR ROGERS CRES WESTVIEW PL 11.7 340 199 4,1791101 8720 40 WESTVIEW DR ROGERS CRES WESTVIEW PL 11.7 85 50 1,0441103 8720 50 WESTVIEW DR WILTSE BLVD ROGERS CRES 11.8 138 81 1,705258 8730 10 WESTVIEW PL WESTVIEW DR NE END 20.6 38 39 813593 8740 10 WEYBURN ST REGINA AVE PRESTON AVE 7.7 127 49 1,025592 8740 20 WEYBURN ST PRESTON AVE NORTH END 7.6 162 61 1,288547 8760 10 WHITE AVE E MAIN ST ELLIS ST 12.8 87 55 1,164548 8760 20 WHITE AVE E ELLIS ST VAN HORNE AVE 10.4 85 44 931555 8770 10 WHITE AVE E VAN HORNE AVE BRAID ST 10.5 85 45 943560 8770 20 WHITE AVE E BRAID ST PAPINEAU ST 10.7 85 46 958559 8770 30 WHITE AVE E PAPINEAU ST BURNS ST 10.7 87 46 974764 8770 40 WHITE AVE E BURNS ST HAYWOOD ST 10.7 83 45 936760 8770 50 WHITE AVE E HAYWOOD ST GOVERNMENT ST 10.9 37 20 430158 8790 10 WHITE AVE W MARTIN ST MAIN ST 11.6 87 50 1,060307 8810 10 WILLIAMSON PL HOLDEN RD NORTH END 12.4 126 78 1,639692 8830 10 WILSON ST YORKTON AVE WATERFORD AVE 11.5 574 330 6,923689 8830 20 WILSON ST WATERFORD AVE ARNOTT PL 11.3 125 71 1,490687 8830 30 WILSON ST ARNOTT PL GREEN AVE W 11.5 108 62 1,304139 8850 10 WILTON CRES CARMI AVE CARMI AVE 10.6 289 153 3,216208 8870 10 WILTSE BLVD DARTMOUTH DR WILTSE PL 13.6 93 63 1,322

1021 8870 20 WILTSE BLVD WILTSE PL WILTSE DR 13.8 129 89 1,8701022 8870 30 WILTSE BLVD WILTSE DR STOCKS CRES 13.6 230 156 3,2791029 8870 40 WILTSE BLVD STOCKS CRES STOCKS CRES 13.7 348 238 5,0071108 8870 50 WILTSE BLVD STOCKS CRES EVERGREEN DR 11.7 255 149 3,133

Project Summary

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6990 6990 - WELLINGTON ST 187 1,725 74 V Good 2 57000 7000 - WESTMINSTER AVE E 705 10,599 78 V Good 3 27000 7000 - WESTMINSTER AVE E 705 10,599 78 V Good 3 27000 7000 - WESTMINSTER AVE E 705 10,599 78 V Good 3 27000 7000 - WESTMINSTER AVE E 705 10,599 78 V Good 3 27000 7000 - WESTMINSTER AVE E 705 10,599 78 V Good 3 27010 7010 - WESTMINSTER AVE E 596 7,473 74 V Good 3 27010 7010 - WESTMINSTER AVE E 596 7,473 74 V Good 3 27010 7010 - WESTMINSTER AVE E 596 7,473 74 V Good 3 27010 7010 - WESTMINSTER AVE E 596 7,473 74 V Good 3 27010 7010 - WESTMINSTER AVE E 596 7,473 74 V Good 3 27010 7010 - WESTMINSTER AVE E 596 7,473 74 V Good 3 27020 7020 - WESTMINSTER AVE E 129 1,543 55 Fair 3 27030 7030 - WESTMINSTER AVE E 129 1,554 49 Marginal 1 27040 7040 - WESTMINSTER AVE E 87 1,022 71 V Good 2 27050 7050 - WESTMINSTER AVE E 204 2,584 75 V Good 2 37050 7050 - WESTMINSTER AVE E 204 2,584 75 V Good 2 37060 7060 - WESTMINSTER AVE E 94 1,122 85 Excellent 3 37070 7070 - WESTMINSTER AVE E 350 2,707 75 V Good 2 57070 7070 - WESTMINSTER AVE E 350 2,707 75 V Good 2 57070 7070 - WESTMINSTER AVE E 350 2,707 75 V Good 2 57070 7070 - WESTMINSTER AVE E 350 2,707 75 V Good 2 57080 7080 - WESTMINSTER AVE E 453 5,484 72 V Good 2 37080 7080 - WESTMINSTER AVE E 453 5,484 72 V Good 2 37080 7080 - WESTMINSTER AVE E 453 5,484 72 V Good 2 37080 7080 - WESTMINSTER AVE E 453 5,484 72 V Good 2 37090 7090 - WESTMINSTER PL 54 403 73 V Good 2 57100 7100 - WESTVIEW DR 781 9,613 76 V Good 2 57100 7100 - WESTVIEW DR 781 9,613 76 V Good 2 57100 7100 - WESTVIEW DR 781 9,613 76 V Good 2 57100 7100 - WESTVIEW DR 781 9,613 76 V Good 2 57100 7100 - WESTVIEW DR 781 9,613 76 V Good 2 57110 7110 - WESTVIEW PL 38 813 68 Good 2 57120 7120 - WEYBURN ST 127 1,025 95 Excellent 2 57130 7130 - WEYBURN ST 162 1,288 44 Marginal 2 57140 7140 - WHITE AVE E 172 2,095 85 V Good 2 27140 7140 - WHITE AVE E 172 2,095 85 V Good 2 27150 7150 - WHITE AVE E 378 4,241 83 V Good 2 57150 7150 - WHITE AVE E 378 4,241 83 V Good 2 57150 7150 - WHITE AVE E 378 4,241 83 V Good 2 57150 7150 - WHITE AVE E 378 4,241 83 V Good 2 57150 7150 - WHITE AVE E 378 4,241 83 V Good 2 57160 7160 - WHITE AVE W 87 1,060 77 V Good 2 27170 7170 - WILLIAMSON PL 126 1,639 68 Good 2 57180 7180 - WILSON ST 807 9,717 63 Good 1 37180 7180 - WILSON ST 807 9,717 63 Good 1 37180 7180 - WILSON ST 807 9,717 63 Good 1 37190 7190 - WILTON CRES 289 3,216 76 V Good 2 57200 7200 - WILTSE BLVD 451 6,471 62 Good 2 37200 7200 - WILTSE BLVD 451 6,471 62 Good 2 37200 7200 - WILTSE BLVD 451 6,471 62 Good 2 37210 7210 - WILTSE BLVD 603 8,140 72 V Good 2 37210 7210 - WILTSE BLVD 603 8,140 72 V Good 2 3

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 43 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name Condition Summary Condition Details

GIS

ID

Stre

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umbe

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1110 8880 10 WILTSE BLVD EVERGREEN DR WESTVIEW DR 11.5 93 53 1,120 76 56 69 69 Mod Good 19 5 6.0 9.1 10.0 9.4 10.0 9.3 10.0 9.9 9.1 10.01107 8880 20 WILTSE BLVD WESTVIEW DR EAST END 7.4 42 15 325 65 37 53 55 Mod Fair 21 14 9.1 9.9 9.9 9.8 9.5 6.4 10.0 9.7 8.4 10.0206 8900 10 WILTSE DR WILTSE BLVD STEVENS CRES 11.7 88 52 1,085 70 50 60 63 Mod Good 12 18 5.5 9.3 8.5 9.4 9.3 10.0 10.0 10.0 9.9 10.0

1026 8900 20 WILTSE DR STEVENS CRES CORBITT DR 11.8 299 176 3,706 75 55 80 69 Strng Good 3 21 4.8 10.0 7.8 10.0 9.7 10.0 10.0 9.6 9.8 10.01025 8900 30 WILTSE DR CORBITT DR STEVENS CRES 11.8 73 43 900 68 61 60 65 Mod Good 14 18 4.1 10.0 7.8 9.3 10.0 9.7 10.0 9.3 9.9 10.01027 8900 40 WILTSE DR STEVENS CRES WESTVIEW DR 11.8 150 88 1,853 75 54 60 68 Mod Good 10 15 6.7 10.0 8.6 10.0 9.7 9.1 9.9 9.3 9.8 10.01024 8900 50 WILTSE DR STOCKS CRES WESTVIEW DR 8.0 162 65 1,356 92 76 60 86 Mod Excellent 5 3 5.1 10.0 10.0 10.0 9.8 8.8 10.0 10.0 9.7 10.0213 8910 10 WILTSE PL WILTSE BLVD NE END 11.5 127 73 1,530 92 77 60 87 Mod Excellent 4 4 6.0 10.0 10.0 10.0 9.7 9.1 10.0 10.0 9.7 10.0596 8920 10 WINDSOR AVE MOOSEJAW ST ARGYLE ST 10.4 297 154 3,236 94 81 60 89 Mod Excellent 6 0 2.9 10.0 10.0 9.7 10.0 9.5 10.0 9.9 10.0 10.0587 8920 20 WINDSOR AVE ARGYLE ST WINDSOR AVE 10.1 51 26 542 77 67 30 74 Weak V Good 22 1 3.4 10.0 9.9 9.1 10.0 9.0 10.0 9.0 10.0 10.0

10587 8920 30 WINDSOR AVE WINDSOR AVE WINDSOR AVE 7.9 192 76 1,590 86 68 60 80 Mod V Good 13 1 4.0 10.0 9.9 10.0 10.0 9.1 10.0 9.1 10.0 9.8588 8920 35 WINDSOR AVE WINDSOR AVE WINDSOR AVE 7.8 192 75 1,572 80 62 60 74 Mod V Good 11 9 4.5 10.0 9.0 10.0 10.0 9.1 10.0 9.2 9.8 10.0

20587 8920 40 WINDSOR AVE WINDSOR AVE FAIRVIEW RD 13.1 54 35 744 83 64 60 77 Mod V Good 15 2 6.6 10.0 9.8 9.2 10.0 10.0 10.0 9.2 9.8 10.0571 8940 10 WINNIPEG ST SCOTT AVE PERKINS CRES 15.2 134 102 2,135 60 57 53 57 Mod Fair 29 11 4.6 8.7 8.7 9.0 10.0 9.4 10.0 9.6 9.9 10.0570 8940 20 WINNIPEG ST PERKINS CRES ECKHARDT AVE W 14.5 250 182 3,812 53 60 65 58 Mod Fair 35 12 4.2 7.1 8.5 9.7 10.0 10.0 10.0 9.5 9.9 10.0568 8950 10 WINNIPEG ST ECKHARDT AVE W VICTORIA DR 14.3 197 141 2,960 77 62 61 69 Mod Good 17 6 3.9 9.1 9.3 9.5 10.0 10.0 10.0 9.5 10.0 10.0539 8950 20 WINNIPEG ST VICTORIA DR ORCHARD AVE 12.6 61 38 804 82 67 78 77 Strng V Good 10 8 3.4 10.0 9.0 9.5 10.0 10.0 10.0 9.4 10.0 10.0538 8950 30 WINNIPEG ST ORCHARD AVE ORCHARD AVE 10.8 13 7 146 61 50 40 53 Weak Fair 20 20 5.5 10.0 7.6 8.7 10.0 10.0 10.0 9.2 9.8 10.0530 8950 40 WINNIPEG ST ORCHARD AVE WADE AVE W 12.7 219 139 2,921 73 61 81 72 Strng V Good 18 9 4.1 9.3 8.9 9.8 10.0 9.5 9.9 9.4 9.9 9.9536 8960 10 WINNIPEG ST WADE AVE W NANAIMO AVE W 13.0 210 137 2,870 62 55 84 66 Strng Good 28 10 4.9 8.8 8.9 8.9 10.0 9.6 10.0 9.5 9.9 10.0501 8960 20 WINNIPEG ST NANAIMO AVE W WESTMINSTER AVE E 11.2 165 92 1,932 71 55 52 62 Mod Good 20 9 4.9 9.5 8.9 9.2 10.0 9.4 10.0 9.4 9.9 10.0500 8970 10 WINNIPEG ST WESTMINSTER AVE E ESTABROOK AVE 11.6 85 50 1,041 84 65 86 80 Strng V Good 12 5 5.0 10.0 9.5 9.5 10.0 9.6 10.0 9.4 9.8 10.0145 8970 20 WINNIPEG ST ESTABROOK AVE CHURCHILL AVE 12.9 83 53 1,121 76 56 51 65 Mod Good 15 9 6.2 9.6 9.3 9.6 9.6 9.7 10.0 9.4 9.9 10.0170 8970 30 WINNIPEG ST CHURCHILL AVE LAKESHORE DR W 11.0 121 67 1,402 92 75 80 85 Strng V Good 4 5 3.5 10.0 9.8 10.0 9.6 9.3 10.0 10.0 10.0 10.0978 8990 10 WOODLANDS DR MacCLEAVE AVE WOODLANDS PL 100-200 8.5 268 114 2,392 92 76 60 86 Mod Excellent 0 8 4.0 10.0 9.1 10.0 10.0 10.0 10.0 10.0 9.7 10.0198 9000 10 WOODLANDS DR WOODLANDS PL 100-200 DUNCAN AVE E 9.0 55 25 520 99 90 60 96 Mod Excellent 0 1 7.7 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.7 10.0979 9010 10 WOODLANDS PL PINE ST EAST END 11.7 99 58 1,211 100 90 60 97 Mod Excellent 0 0 3.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0210 9020 10 WOODLANDS PL 100-200 WOODLANDS DR PINE ST 8.5 265 113 2,364 98 89 60 95 Mod Excellent 0 2 4.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.8 10.0566 9030 10 WOODRUFF AVE MOOSEJAW ST LATIMER ST 10.4 142 74 1,552 100 90 60 97 Mod Excellent 0 0 3.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.010 9030 20 WOODRUFF AVE LATIMER ST ARGYLE ST 10.4 157 81 1,708 100 90 60 97 Mod Excellent 0 0 1.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

365 9040 10 WOODSTOCK RD 0-100 SOUTH END GREEN AVE E 6.9 241 83 1,745 89 70 60 83 Mod V Good 9 1 7.2 9.9 10.0 10.0 10.0 8.1 10.0 10.0 9.7 10.0109 9050 10 WYLES CRES OKANAGAN AVE W ATKINSON ST 9.8 211 103 2,171 78 59 60 72 Mod V Good 12 9 9.5 9.3 9.9 9.4 9.1 10.0 10.0 10.0 9.8 10.0400 9070 10 WYLIE ST WESTMINSTER AVE E BURNABY AVE 8.4 232 97 2,046 74 53 60 67 Mod Good 24 2 6.9 9.7 9.9 9.8 10.0 7.4 9.4 9.6 9.8 10.0696 9090 10 YORKTON AVE WEST END HEMLOCK ST 17.3 179 155 3,245 62 37 60 54 Mod Fair 27 11 8.0 9.7 8.9 8.3 9.9 9.2 10.0 9.5 9.9 10.048 9100 10 YORKTON AVE HEMLOCK ST SKAHA LAKE RD 12.6 203 128 2,681 76 62 72 71 Mod V Good 17 7 3.9 9.6 9.4 9.7 9.8 9.5 10.0 9.1 10.0 9.9

346 9110 10 YORKTON AVE SKAHA LAKE RD WILSON ST 12.6 272 171 3,597 69 53 67 64 Mod Good 24 8 5.1 8.2 9.1 9.8 10.0 9.6 10.0 9.6 9.9 10.0695 9120 10 YORKTON AVE WILSON ST CYPRESS AVE 12.4 171 106 2,224 83 71 60 74 Mod V Good 6 11 3.0 10.0 8.9 9.6 9.7 10.0 10.0 9.6 10.0 10.0909 9120 20 YORKTON AVE CYPRESS AVE SOUTH MAIN ST 12.4 192 119 2,498 82 63 63 73 Mod V Good 4 14 4.6 10.0 8.8 10.0 9.6 10.0 10.0 9.5 9.8 10.030 9140 10 YOUNG ST ECKHARDT AVE W ORCHARD AVE 10.0 141 70 1,479 82 64 60 76 Mod V Good 17 1 10.3 9.6 10.0 9.2 10.0 9.7 9.6 10.0 9.8 10.039 9140 20 YOUNG ST ORCHARD AVE WADE AVE W 10.0 219 110 2,303 79 73 30 77 Weak V Good 19 2 2.9 10.0 9.7 9.6 10.0 10.0 7.9 9.9 10.0 10.0

Page 93: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Inventory, 3/9/2017 page 44 of 44

City of Penticton, BCAppendix A - Street Inventory and Condition Summarry - Sorted by Street Name

GIS

ID

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tree

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2)

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1110 8880 10 WILTSE BLVD EVERGREEN DR WESTVIEW DR 11.5 93 53 1,1201107 8880 20 WILTSE BLVD WESTVIEW DR EAST END 7.4 42 15 325206 8900 10 WILTSE DR WILTSE BLVD STEVENS CRES 11.7 88 52 1,0851026 8900 20 WILTSE DR STEVENS CRES CORBITT DR 11.8 299 176 3,7061025 8900 30 WILTSE DR CORBITT DR STEVENS CRES 11.8 73 43 9001027 8900 40 WILTSE DR STEVENS CRES WESTVIEW DR 11.8 150 88 1,8531024 8900 50 WILTSE DR STOCKS CRES WESTVIEW DR 8.0 162 65 1,356213 8910 10 WILTSE PL WILTSE BLVD NE END 11.5 127 73 1,530596 8920 10 WINDSOR AVE MOOSEJAW ST ARGYLE ST 10.4 297 154 3,236587 8920 20 WINDSOR AVE ARGYLE ST WINDSOR AVE 10.1 51 26 542

10587 8920 30 WINDSOR AVE WINDSOR AVE WINDSOR AVE 7.9 192 76 1,590588 8920 35 WINDSOR AVE WINDSOR AVE WINDSOR AVE 7.8 192 75 1,572

20587 8920 40 WINDSOR AVE WINDSOR AVE FAIRVIEW RD 13.1 54 35 744571 8940 10 WINNIPEG ST SCOTT AVE PERKINS CRES 15.2 134 102 2,135570 8940 20 WINNIPEG ST PERKINS CRES ECKHARDT AVE W 14.5 250 182 3,812568 8950 10 WINNIPEG ST ECKHARDT AVE W VICTORIA DR 14.3 197 141 2,960539 8950 20 WINNIPEG ST VICTORIA DR ORCHARD AVE 12.6 61 38 804538 8950 30 WINNIPEG ST ORCHARD AVE ORCHARD AVE 10.8 13 7 146530 8950 40 WINNIPEG ST ORCHARD AVE WADE AVE W 12.7 219 139 2,921536 8960 10 WINNIPEG ST WADE AVE W NANAIMO AVE W 13.0 210 137 2,870501 8960 20 WINNIPEG ST NANAIMO AVE W WESTMINSTER AVE E 11.2 165 92 1,932500 8970 10 WINNIPEG ST WESTMINSTER AVE E ESTABROOK AVE 11.6 85 50 1,041145 8970 20 WINNIPEG ST ESTABROOK AVE CHURCHILL AVE 12.9 83 53 1,121170 8970 30 WINNIPEG ST CHURCHILL AVE LAKESHORE DR W 11.0 121 67 1,402978 8990 10 WOODLANDS DR MacCLEAVE AVE WOODLANDS PL 100-200 8.5 268 114 2,392198 9000 10 WOODLANDS DR WOODLANDS PL 100-200 DUNCAN AVE E 9.0 55 25 520979 9010 10 WOODLANDS PL PINE ST EAST END 11.7 99 58 1,211210 9020 10 WOODLANDS PL 100-200 WOODLANDS DR PINE ST 8.5 265 113 2,364566 9030 10 WOODRUFF AVE MOOSEJAW ST LATIMER ST 10.4 142 74 1,55210 9030 20 WOODRUFF AVE LATIMER ST ARGYLE ST 10.4 157 81 1,708

365 9040 10 WOODSTOCK RD 0-100 SOUTH END GREEN AVE E 6.9 241 83 1,745109 9050 10 WYLES CRES OKANAGAN AVE W ATKINSON ST 9.8 211 103 2,171400 9070 10 WYLIE ST WESTMINSTER AVE E BURNABY AVE 8.4 232 97 2,046696 9090 10 YORKTON AVE WEST END HEMLOCK ST 17.3 179 155 3,24548 9100 10 YORKTON AVE HEMLOCK ST SKAHA LAKE RD 12.6 203 128 2,681

346 9110 10 YORKTON AVE SKAHA LAKE RD WILSON ST 12.6 272 171 3,597695 9120 10 YORKTON AVE WILSON ST CYPRESS AVE 12.4 171 106 2,224909 9120 20 YORKTON AVE CYPRESS AVE SOUTH MAIN ST 12.4 192 119 2,49830 9140 10 YOUNG ST ECKHARDT AVE W ORCHARD AVE 10.0 141 70 1,47939 9140 20 YOUNG ST ORCHARD AVE WADE AVE W 10.0 219 110 2,303

Project Summary

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7220 7220 - WILTSE BLVD 135 1,445 66 Good 2 37220 7220 - WILTSE BLVD 135 1,445 66 Good 2 37230 7230 - WILTSE DR 610 7,545 67 Good 2 57230 7230 - WILTSE DR 610 7,545 67 Good 2 57230 7230 - WILTSE DR 610 7,545 67 Good 2 57230 7230 - WILTSE DR 610 7,545 67 Good 2 57240 7240 - WILTSE DR 162 1,356 86 Excellent 2 57250 7250 - WILTSE PL 127 1,530 87 Excellent 2 57260 7260 - WINDSOR AVE 786 7,684 82 V Good 2 57260 7260 - WINDSOR AVE 786 7,684 82 V Good 2 57260 7260 - WINDSOR AVE 786 7,684 82 V Good 2 57260 7260 - WINDSOR AVE 786 7,684 82 V Good 2 57260 7260 - WINDSOR AVE 786 7,684 82 V Good 2 57270 7270 - WINNIPEG ST 384 5,947 57 Fair 2 27270 7270 - WINNIPEG ST 384 5,947 57 Fair 2 27280 7280 - WINNIPEG ST 490 6,831 71 V Good 3 27280 7280 - WINNIPEG ST 490 6,831 71 V Good 3 27280 7280 - WINNIPEG ST 490 6,831 71 V Good 3 27280 7280 - WINNIPEG ST 490 6,831 71 V Good 3 27290 7290 - WINNIPEG ST 375 4,802 64 Good 3 27290 7290 - WINNIPEG ST 375 4,802 64 Good 3 27300 7300 - WINNIPEG ST 290 3,564 77 V Good 3 27300 7300 - WINNIPEG ST 290 3,564 77 V Good 3 27300 7300 - WINNIPEG ST 290 3,564 77 V Good 3 27310 7310 - WOODLANDS DR 268 2,392 86 Excellent 2 57320 7320 - WOODLANDS DR 55 520 95 Excellent 2 57330 7330 - WOODLANDS PL 99 1,211 96 Excellent 2 57340 7340 - WOODLANDS PL 100-200 265 2,364 95 Excellent 2 57350 7350 - WOODRUFF AVE 299 3,260 96 Excellent 2 57350 7350 - WOODRUFF AVE 299 3,260 96 Excellent 2 57360 7360 - WOODSTOCK RD 0-100 241 1,745 83 V Good 2 57370 7370 - WYLES CRES 211 2,171 72 V Good 2 57380 7380 - WYLIE ST 232 2,046 67 Good 2 27390 7390 - YORKTON AVE 179 3,245 53 Fair 2 57400 7400 - YORKTON AVE 203 2,681 71 V Good 2 37410 7410 - YORKTON AVE 272 3,597 64 Good 2 37420 7420 - YORKTON AVE 363 4,722 73 V Good 2 37420 7420 - YORKTON AVE 363 4,722 73 V Good 2 37430 7430 - YOUNG ST 360 3,782 76 V Good 1 57430 7430 - YOUNG ST 360 3,782 76 V Good 1 5

Page 94: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

Appendix B

5 Year $1.55M Rehabilitation Plan by Segment

Page 95: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 1 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

GIS

ID

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PCI)

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527 560 1000 10 ABBOTT ST SOUTH END NANAIMO AVE E 5 1 11.6 66 799 80 80 1000 66 80 Fall Thru Yr 1

520 462 1010 10 ABBOTT ST NANAIMO AVE E WESTMINSTER AVE E 3 1 11.8 173 2,146 69 69 1010 173 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 17,706 17,706

522 578 1020 10 ABBOTT ST WESTMINSTER AVE E GUERNSEY AVE 3 1 11.0 184 2,126 73 73 1020 283 72 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 15,942 15,942

493 578 1020 20 ABBOTT ST GUERNSEY AVE VANCOUVER AVE 3 1 11.5 99 1,191 71 71 1020 283 72 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 8,933 8,933

494 581 1030 10 ABBOTT ST VANCOUVER AVE MARINA WAY 5 1 5.7 111 664 93 92 1030 111 92 Not Selected

117 351 1040 10 ABEL ST GRANBY AVE DUNCAN AVE W 5 1 9.2 118 1,142 87 86 1040 118 86 Not Selected

939 878 1050 10 ACACIA CRES ALDER ST ACACIA PL 5 1 9.2 85 820 73 72 1050 504 78 Not Selected

266 878 1050 20 ACACIA CRES ACACIA PL ALDER ST 5 1 9.2 419 4,047 80 80 1050 504 78 Not Selected

272 895 1060 10 ACACIA PL ACACIA CRES NORTH END 5 1 8.9 75 701 79 79 1060 75 79 Not Selected

315 999 1070 10 ADAMS CRES RIDGEDALE AVE NE END 5 1 10.4 169 1,840 81 81 1070 169 81 Fall Thru Yr 1

900 740 1080 10 ADAMSON CRT ADAMSON DR NORTH END 5 1 15.1 27 435 70 69 1080 27 69 Not Selected

216 733 1090 10 ADAMSON DR TABER RD ADAMSON CRT 5 1 8.9 50 470 92 91 1090 78 86 Fall Thru Yr 4

10216 733 1090 20 ADAMSON DR ADAMSON CRT EAST END 5 1 8.9 27 255 76 76 1090 78 86 Fall Thru Yr 4

899 733 1100 10 ADAMSON DR SW END ADAMSON PL 5 1 9.0 99 935 82 82 1100 183 77 Fall Thru Yr 5

10899 733 1100 20 ADAMSON DR ADAMSON PL DARTMOUTH DR 5 1 8.6 84 756 71 71 1100 183 77 Fall Thru Yr 5

223 746 1110 10 ADAMSON PL ADAMSON DR NORTH END 5 1 8.8 58 538 71 71 1110 58 71 Fall Thru Yr 1

408 82 1130 10 ALBERNI ST HWY 97 CRESTON AVE 3 1 11.8 103 1,280 91 91 1120 339 93 Not Selected

411 81 1130 20 ALBERNI ST CRESTON AVE VERNON AVE 3 1 11.8 97 1,199 95 95 1120 339 93 Not Selected

393 80 1130 30 ALBERNI ST VERNON AVE WESTMINSTER AVE E 3 1 14.4 139 2,096 94 94 1120 339 93 Not Selected

417 59 1150 10 ALBERNI ST SOUTH END DYNES AVE 5 1 6.9 54 392 95 95 1130 150 81 Fall Thru Yr 1

418 59 1150 20 ALBERNI ST DYNES AVE CHURCHILL AVE 5 1 6.9 96 695 74 74 1130 150 81 Fall Thru Yr 1

33 104 1160 10 ALBERTA AVE WEST END RIGSBY ST 5 1 7.7 116 938 93 92 1140 116 92 Not Selected

942 883 1170 10 ALDER ST CREEKSIDE RD REDLANDS RD 5 1 11.3 51 602 92 92 1150 51 92 Not Selected

941 883 1170 20 ALDER ST REDLANDS RD REDLANDS RD 5 1 11.5 33 404 58 58 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 3,132 3,132

938 883 1170 30 ALDER ST REDLANDS RD ACACIA CRES 5 1 11.5 72 865 63 62 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 6,705 6,705

1144 883 1170 40 ALDER ST ACACIA CRES ALDER ST 5 1 11.5 79 953 79 78 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 7,383 7,383

940 883 1170 50 ALDER ST ALDER ST ACACIA CRES 5 1 11.5 108 1,309 77 76 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 10,142 10,142

370 883 1170 60 ALDER ST ACACIA CRES JOHNSON RD 5 1 11.5 95 1,147 68 67 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 8,886 8,886

28 85 1180 10 ALEXANDER AVE POWER ST BASSETT ST 5 1 8.3 110 960 91 90 1170 491 93 Not Selected

21 63 1180 20 ALEXANDER AVE BASSETT ST MAPLE ST 5 1 8.3 104 902 91 91 1170 491 93 Not Selected

20 58 1180 30 ALEXANDER AVE MAPLE ST LAKEVIEW ST 5 1 8.3 277 2,415 96 95 1170 491 93 Not Selected

1067 842 1190 10 ALLISON ST HATFIELD AVE BRACEWELL DR 5 1 11.5 88 1,062 81 80 1180 284 75 Fall Thru Yr 3

1077 842 1190 20 ALLISON ST BRACEWELL DR CLELAND DR 5 1 11.5 81 977 74 74 1180 284 75 Fall Thru Yr 3

1076 842 1190 30 ALLISON ST CLELAND DR LAWRENCE 5 1 11.5 115 1,388 71 71 1180 284 75 Fall Thru Yr 3

843 408 1210 10 AMHERST ST OKANAGAN AVE E ROSETOWN AVE 2 1 12.4 141 1,833 94 94 1190 341 94 Not Selected

853 408 1210 20 AMHERST ST ROSETOWN AVE INDUSTRIAL AVE E 2 1 11.1 200 2,334 95 94 1190 341 94 Not Selected

268 882 1230 10 ANDREW PL MIDDLE BENCH RD S EAST END 5 1 8.9 111 1,034 79 79 1200 111 79 Not Selected

708 690 1240 10 APPLETON AVE WEST END GRANDVIEW ST 5 1 7.0 114 843 69 69 1210 114 69 Not Selected

487 218 1250 10 ARGYLE ST HASTINGS AVE DOUGLAS AVE 5 1 11.9 101 1,257 99 98 1220 221 98 Not Selected

150 489 1250 20 ARGYLE ST DOUGLAS AVE CONKLIN AVE 5 1 11.9 121 1,506 98 98 1220 221 98 Not Selected

598 489 1250 30 ARGYLE ST CONKLIN AVE WINDSOR AVE 5 1 10.9 145 1,662 72 72 1230 576 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 12,883 12,883

595 489 1250 40 ARGYLE ST WINDSOR AVE SCOTT AVE 5 1 10.9 149 1,705 80 79 1230 576 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 13,216 13,216

572 489 1250 50 ARGYLE ST SCOTT AVE WOODRUFF AVE 5 1 10.9 121 1,390 72 71 1230 576 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 10,772 10,772

1127 489 1250 60 ARGYLE ST WOODRUFF AVE ECKHARDT AVE W 5 1 10.9 161 1,841 70 69 1230 576 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 14,267 14,267

249 819 1260 10 ARMSTRONG DR WESTVIEW DR ROGERS CRES 5 1 9.8 351 3,614 82 82 1240 351 82 Fall Thru Yr 1

71 229 1270 10 ARNOTT PL WILSON ST EAST END 5 1 11.2 111 1,315 80 80 1250 111 80 Not Selected

64 204 1280 10 ASH PL WEST END TRURO ST 5 1 10.9 115 1,316 96 95 1260 115 95 Not Selected

190 668 1290 10 ASPEN PL HEATHER RD NORTH END 5 1 11.5 77 936 75 75 1270 77 75 Fall Thru Yr 3

Page 96: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 2 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

GIS

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Proj

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Year

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ab A

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634 332 1310 10 ATKINSON ST KINNEY AVE WARREN AVE W 2 1 11.6 289 3,529 76 75 1280 289 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 28,235 28,235

645 332 1320 10 ATKINSON ST WARREN AVE W ROY AVE 2 1 12.8 143 1,924 64 64 1290 573 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 15,394 15,394

643 332 1320 20 ATKINSON ST ROY AVE WYLES CRES 2 1 11.4 71 853 74 74 1290 573 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 6,823 6,823

642 332 1320 30 ATKINSON ST WYLES CRES OKANAGAN AVE W 2 1 11.6 76 929 81 80 1290 573 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 7,430 7,430

639 332 1320 40 ATKINSON ST OKANAGAN AVE W INDUSTRIAL AVE W 2 1 11.4 282 3,374 74 74 1290 573 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 26,995 26,995

633 355 1330 10 ATKINSON ST INDUSTRIAL AVE W HUTH AVE 2 1 12.8 192 2,576 79 79 1300 470 80 Not Selected

114 346 1330 20 ATKINSON ST HUTH AVE PHOENIX AVE 2 1 11.5 72 871 87 87 1300 470 80 Not Selected

621 346 1330 30 ATKINSON ST PHOENIX AVE GRANBY AVE 2 1 11.6 28 340 73 73 1300 470 80 Not Selected

620 346 1330 40 ATKINSON ST GRANBY AVE GRANBY AVE 2 1 11.6 44 541 83 83 1300 470 80 Not Selected

619 346 1330 50 ATKINSON ST GRANBY AVE GRANBY PL 2 1 11.6 38 458 83 83 1300 470 80 Not Selected

618 346 1330 60 ATKINSON ST GRANBY PL DUNCAN AVE W 2 1 11.6 97 1,180 77 76 1300 470 80 Not Selected

85 262 1350 10 AYRES CRES BASKIN ST BASKIN ST 5 1 8.8 234 2,162 90 89 1310 234 89 Not Selected

144 464 1370 10 BACKSTREET BLVD ROBINSON ST FRONT ST 2 1 10.9 279 3,198 91 91 1320 279 91 Not Selected

116 350 1390 10 BAKER ST GRANBY AVE DUNCAN AVE W 5 1 9.2 119 1,146 96 95 1330 119 95 Not Selected

833 445 1400 10 BALFOUR ST CARMI AVE DUNCAN AVE E 5 1 10.6 228 2,542 91 91 1340 228 91 Not Selected

811 446 1410 10 BALFOUR ST DUNCAN AVE E MUNICIPAL AVE 5 1 10.6 150 1,672 82 82 1350 150 82 Fall Thru Yr 1

215 726 1420 10 BALSAM AVE DARTMOUTH DR BALSAM PL 5 1 11.0 77 895 64 63 1360 772 68 Fall Thru Yr 5

1036 726 1420 20 BALSAM AVE BALSAM PL CEDAR RD 5 1 10.9 494 5,659 66 66 1360 772 68 Fall Thru Yr 5

1038 726 1420 30 BALSAM AVE CEDAR RD PONDEROSA PL 5 1 11.7 44 543 73 73 1360 772 68 Fall Thru Yr 5

1037 726 1420 40 BALSAM AVE PONDEROSA PL EVERGREEN DR 5 1 11.7 157 1,928 75 75 1360 772 68 Fall Thru Yr 5

214 725 1430 10 BALSAM PL BALSAM AVE NE END 5 1 11.1 124 1,446 60 59 1370 124 59 Fall Thru Yr 5

197 695 1440 10 BANKVIEW PL BANKVIEW RD NORTH END 5 1 11.5 30 360 74 74 1380 30 74 Fall Thru Yr 3

704 688 1450 10 BANKVIEW RD LOWER BENCH RD BANKVIEW PL 5 1 7.9 233 1,932 60 59 1390 233 59 Fall Thru Yr 5

193 688 1450 20 BANKVIEW RD BANKVIEW PL LOWER BENCH RD 5 1 6.6 46 318 96 95 1400 46 95 Not Selected

231 773 1470 10 BARNES ST SOUTH END DAWSON AVE 2 1 11.4 94 1,128 95 95 1410 220 95 Not Selected

1018 773 1470 20 BARNES ST DAWSON AVE WARREN AVE E 2 1 11.5 126 1,518 96 95 1410 220 95 Not Selected

1016 773 1480 10 BARNES ST WARREN AVE E CHERRY AVE 2 1 11.5 136 1,646 97 96 1420 278 89 Not Selected

1017 773 1480 20 BARNES ST CHERRY AVE OKANAGAN AVE E 2 1 11.5 142 1,712 83 83 1420 278 89 Not Selected

741 669 1500 10 BARRINGTON AVE WALDEN CRES WALDEN CRES 5 1 9.4 180 1,769 82 82 1430 306 81 Fall Thru Yr 1

744 669 1500 20 BARRINGTON AVE WALDEN CRES MacDONALD ST 5 1 9.4 127 1,248 80 80 1430 306 81 Fall Thru Yr 1

188 662 1510 10 BARRINGTON PL WALDEN CRES EAST END 5 1 9.3 76 744 89 89 1440 76 89 Not Selected

351 1170 1520 10 BARTON CRT EVERGREEN DR NE END 5 1 9.5 124 1,243 85 85 1450 124 85 Fall Thru Yr 4

285 942 1530 10 BASHAM CRT SOUTH END LAWRENCE 5 1 11.7 55 677 65 65 1460 55 65 Fall Thru Yr 3

89 270 1550 10 BASKIN CRT BASKIN ST NE END 5 1 6.4 127 857 77 76 1470 127 76 Fall Thru Yr 5

657 271 1560 10 BASKIN ST AYRES CRES CORNWALL DR 5 1 10.9 103 1,186 77 76 1480 284 71 Fall Thru Yr 1

656 271 1560 20 BASKIN ST AYRES CRES BASKIN CRT 5 1 10.9 47 542 57 56 1480 284 71 Fall Thru Yr 1

655 271 1560 30 BASKIN ST BASKIN CRT AYRES CRES 5 1 10.9 59 673 73 73 1480 284 71 Fall Thru Yr 1

90 271 1560 40 BASKIN ST AYRES CRES KINNEY AVE 5 1 10.9 74 852 70 70 1480 284 71 Fall Thru Yr 1

644 239 1570 10 BASKIN ST KINNEY AVE WARREN AVE W 5 1 10.9 195 2,229 59 59 1490 195 59 Fall Thru Yr 4

36 113 1580 10 BASSETT ST BIRCH ST WESTMINSTER AVE E 5 1 10.8 168 1,904 78 78 1500 168 78 Not Selected

428 68 1590 10 BASSETT ST WESTMINSTER AVE E ALEXANDER AVE 5 1 8.4 198 1,750 89 88 1510 198 88 Not Selected

261 840 1600 10 BEATTY CRT WEST END BEATTY ST 5 1 12.6 50 664 82 82 1520 50 82 Fall Thru Yr 1

4 6 1610 10 BEATTY ST HATFIELD AVE BEATTY CRT 5 1 8.7 102 934 85 85 1530 188 78 Not Selected

10004 6 1610 20 BEATTY ST BEATTY CRT BRACEWELL DR 5 1 8.9 85 797 71 71 1530 188 78 Not Selected

66 214 1620 10 BENNETT AVE CALGARY AVE MANITOBA ST 5 1 10.7 301 3,386 76 76 1540 586 86 Fall Thru Yr 4

806 214 1620 20 BENNETT AVE MANITOBA ST GOVERNMENT ST 5 1 10.6 285 3,173 97 96 1540 586 86 Fall Thru Yr 4

448 67 1630 10 BIRCH ST POWER ST SWIFT ST 5 1 10.1 53 562 76 76 1550 216 74 Fall Thru Yr 3

451 67 1630 20 BIRCH ST SWIFT ST BASSETT ST 5 1 10.1 67 708 70 70 1550 216 74 Fall Thru Yr 3

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 3 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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450 67 1630 30 BIRCH ST BASSETT ST MAPLE ST 5 1 10.1 96 1,014 77 77 1550 216 74 Fall Thru Yr 3

177 604 1640 10 BIRD PL WEST END BIRD ST 5 1 14.7 32 498 96 95 1560 32 95 Not Selected

772 594 1650 10 BIRD ST JERMYN AVE BIRD PL 5 1 5.3 82 457 75 75 1570 155 77 Fall Thru Yr 5

771 594 1650 20 BIRD ST BIRD PL GAHAN AVE 5 1 5.3 73 406 79 78 1570 155 77 Fall Thru Yr 5

82 253 1660 10 BLAIRMORE CRES COLEMAN ST COLEMAN ST 5 1 9.0 426 4,019 91 91 1580 426 91 Not Selected

5 7 1670 10 BRACEWELL DR CARMI AVE BEATTY ST 5 1 8.9 148 1,385 80 79 1590 478 82 Fall Thru Yr 1

1078 7 1670 20 BRACEWELL DR BEATTY ST McLEAN AVE 5 1 8.9 91 852 82 82 1590 478 82 Fall Thru Yr 1

1079 7 1670 30 BRACEWELL DR ALLISON ST McLEAN AVE 5 1 8.9 239 2,230 83 83 1590 478 82 Fall Thru Yr 1

136 399 1680 10 BRAELYN CRES DAWSON AVE DAWSON AVE 5 1 9.1 331 3,168 68 68 1600 331 68 Fall Thru Yr 5

561 614 1690 10 BRAID ST ECKHARDT AVE E WHITE AVE E 5 1 10.6 159 1,769 88 87 1610 424 91 Not Selected

557 614 1690 20 BRAID ST WHITE AVE E PADMORE AVE E 5 1 10.6 165 1,833 93 92 1610 424 91 Not Selected

554 614 1690 30 BRAID ST PADMORE AVE E WADE AVE E 5 1 10.6 101 1,122 97 96 1610 424 91 Not Selected

564 1188 1700 10 BRAID ST WADE AVE E NORTH END 5 1 7.8 80 659 93 93 1620 80 93 Not Selected

677 267 1710 10 BRANDON AVE WEST END CORNWALL DR 5 1 10.3 73 790 68 67 1630 73 67 Fall Thru Yr 5

660 298 1720 10 BRANDON AVE CORNWALL DR McGRAW ST 3 1 11.5 286 3,450 64 64 1640 286 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 28,460 28,460

95 298 1730 10 BRANDON AVE McGRAW ST SKAHA LAKE RD 3 1 11.5 129 1,560 58 58 1650 129 58 Fall Thru Yr 4

55 175 1750 10 BRANTFORD AVE SE END FINNERTY RD 6 1 7.6 114 912 82 82 1660 114 82 Fall Thru Yr 1

54 174 1760 10 BRANTFORD AVE FINNERTY RD LAKESIDE RD 5 1 8.8 198 1,834 74 74 1670 198 74 Fall Thru Yr 3

395 1196 1770 10 BRENT DR HOLDEN RD EAST END 5 1 9.7 71 723 96 95 1680 71 95 Not Selected

59 188 1780 10 BRENTVIEW CRT WEST END BRENTVIEW PL 5 1 12.6 61 809 67 66 1690 61 66 Fall Thru Yr 4

903 736 1790 10 BRENTVIEW PL SOUTH END BRENTVIEW CRT 5 1 12.7 65 860 79 79 1700 114 74 4 Selected Yr 4 23 Surface Trtmnt / Chip Seal + RR 0 6,666 6,666

219 736 1790 20 BRENTVIEW PL BRENTVIEW CRT TABER RD 5 1 9.9 49 514 67 67 1700 114 74 4 Selected Yr 4 23 Surface Trtmnt / Chip Seal + RR 0 3,980 3,980

371 870 1800 10 BROOKS PL SOUTH END FORESTBROOK DR 5 1 12.3 100 1,285 78 78 1710 100 78 Not Selected

932 927 1820 10 BROUGHTON AVE WEST END UPPER BENCH RD N 6 1 3.2 122 410 65 64 1720 122 64 Fall Thru Yr 3

110 337 1840 10 BRUCE CRT OKANAGAN AVE W NORTH END 5 1 10.1 158 1,676 74 73 1730 158 73 Fall Thru Yr 2

151 496 1850 10 BRUNSWICK ST WADE AVE W NANAIMO AVE W 5 1 8.6 206 1,856 67 67 1740 374 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 14,386 14,386

435 502 1850 20 BRUNSWICK ST NANAIMO AVE W WESTMINSTER AVE E 5 1 8.6 168 1,517 83 83 1740 374 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,759 11,759

424 16 1860 10 BRUNSWICK ST WESTMINSTER AVE E CHURCHILL AVE 5 1 8.6 184 1,660 97 96 1750 184 96 Not Selected

403 46 1880 10 BURNABY AVE RIVERSIDE DR WYLIE ST 2 1 7.5 101 793 72 71 1760 464 75 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 6,742 6,742

17 49 1880 20 BURNABY AVE WYLIE ST COMOX ST 2 1 7.5 209 1,648 78 78 1760 464 75 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 14,004 14,004

414 38 1880 30 BURNABY AVE COMOX ST WESTMINSTER AVE E 2 1 7.5 154 1,216 75 75 1760 464 75 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 10,334 10,334

765 610 1900 10 BURNS ST ECKHARDT AVE E WHITE AVE E 5 1 10.9 159 1,819 81 81 1770 294 82 Fall Thru Yr 2

756 610 1900 20 BURNS ST WHITE AVE E GOVERNMENT ST 5 1 10.7 135 1,520 84 84 1770 294 82 Fall Thru Yr 2

601 238 1920 10 CALGARY AVE FAIRVIEW RD MAIN ST 2 1 11.5 379 4,575 92 92 1780 379 92 Not Selected

720 674 1940 10 CAMBIE PL CAMBIE ST EAST END 5 1 7.1 140 1,042 72 72 1790 140 72 Fall Thru Yr 2

723 684 1950 10 CAMBIE ST NANAIMO AVE E WESTMINSTER AVE E 5 1 7.2 193 1,460 72 72 1800 193 72 Fall Thru Yr 1

721 684 1960 10 CAMBIE ST WESTMINSTER AVE E CAMBIE PL 5 1 7.3 175 1,347 71 70 1810 175 70 Fall Thru Yr 1

722 684 1960 20 CAMBIE ST CAMBIE PL GUERNSEY AVE 5 1 7.2 55 412 41 40 1820 105 46 3 Selected Yr 3 50 FWM + Thick Overlay (> 50 - 75) 0 16,062 16,062

712 684 1960 30 CAMBIE ST GUERNSEY AVE VANCOUVER AVE 5 1 7.2 50 380 53 53 1820 105 46 3 Selected Yr 3 50 FWM + Thick Overlay (> 50 - 75) 0 14,833 14,833

865 441 1980 10 CAMROSE AVE CHERRY AVE OKANAGAN AVE E 2 1 11.4 142 1,703 95 94 1830 283 82 Fall Thru Yr 1

859 441 1980 20 CAMROSE AVE OKANAGAN AVE E ROSETOWN AVE 2 1 11.4 141 1,690 70 70 1830 283 82 Fall Thru Yr 1

844 441 1990 10 CAMROSE ST DAWSON AVE WARREN AVE E 2 1 11.4 186 2,222 97 96 1840 186 96 Not Selected

862 441 2000 10 CAMROSE ST WARREN AVE E CHERRY AVE 2 1 11.4 137 1,636 83 83 1850 137 83 Fall Thru Yr 2

856 441 2010 10 CAMROSE ST ROSETOWN AVE INDUSTRIAL AVE E 2 1 11.4 117 1,402 80 80 1860 117 80 Not Selected

312 996 2030 10 CANYON CRT LAWRENCE NORTH END 5 1 10.7 41 458 60 59 1870 41 59 Fall Thru Yr 5

926 955 2050 10 CARDER RD CORBISHLEY AVE NE END 6 1 5.3 286 1,594 83 83 1880 286 83 Fall Thru Yr 3

464 110 2070 10 CARIBOU ST ECKHARDT AVE W ORCHARD AVE 5 1 8.2 25 212 96 95 1890 243 89 Not Selected

461 110 2070 20 CARIBOU ST ORCHARD AVE WADE AVE W 5 1 8.2 218 1,881 89 89 1890 243 89 Not Selected

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City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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232 776 2090 10 CARMI AVE MAIN ST WILTON CRES 2 1 12.9 121 1,631 92 91 1900 617 87 Not Selected

835 776 2090 20 CARMI AVE WILTON CRES WILTON CRES 2 1 12.9 94 1,269 86 86 1900 617 87 Not Selected

836 776 2090 30 CARMI AVE WILTON CRES MANITOBA ST 2 1 12.9 95 1,285 92 91 1900 617 87 Not Selected

832 776 2090 40 CARMI AVE MANITOBA ST LEIR ST 2 1 12.9 84 1,138 82 82 1900 617 87 Not Selected

831 776 2090 50 CARMI AVE LEIR ST BALFOUR ST 2 1 12.9 105 1,415 88 87 1900 617 87 Not Selected

837 776 2090 60 CARMI AVE BALFOUR ST GOVERNMENT ST 2 1 12.9 119 1,609 85 85 1900 617 87 Not Selected

839 776 2100 10 CARMI AVE GOVERNMENT ST HALIFAX ST 2 1 11.5 168 2,023 75 75 1910 168 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 16,185 16,185

841 776 2110 10 CARMI AVE HALIFAX ST CARMI DR 2 1 11.1 115 1,337 91 91 1920 220 92 Not Selected

988 1121 2110 20 CARMI AVE CARMI DR DARTMOUTH ST 2 1 11.2 105 1,237 93 92 1920 220 92 Not Selected

1005 1121 2110 30 CARMI AVE DARTMOUTH ST DARTMOUTH RD 2 1 10.5 158 1,741 92 92 1930 916 94 Not Selected

1085 830 2110 40 CARMI AVE DARTMOUTH RD COMMERCIAL WAY 2 1 14.0 580 8,525 95 94 1930 916 94 Not Selected

256 830 2110 50 CARMI AVE COMMERCIAL WAY COLUMBIA ST 2 1 14.0 178 2,614 94 94 1930 916 94 Not Selected

1082 5 2120 10 CARMI AVE COLUMBIA ST HIGHLAND PL 3 1 14.0 187 2,753 94 94 1940 570 90 Not Selected

1084 5 2120 20 CARMI AVE HIGHLAND PL BRACEWELL DR 3 1 13.8 190 2,748 92 92 1940 570 90 Not Selected

1083 5 2120 30 CARMI AVE CLELAND DR BRACEWELL DR 3 1 14.0 81 1,188 92 92 1940 570 90 Not Selected

381 5 2120 40 CARMI AVE HOLDEN RD CLELAND DR 3 1 14.0 112 1,647 81 81 1940 570 90 Not Selected

1141 984 2130 10 CARMI AVE HOLDEN RD NE END 4 1 8.5 942 8,410 43 42 1950 942 42 1 Selected Yr 1 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 311,185 311,185

234 782 2150 10 CARMI DR CARMI AVE MacCLEAVE AVE 5 1 8.9 109 1,020 83 82 1960 109 82 Fall Thru Yr 2

203.1 709 2160 10 CEDAR RD BALSAM AVE 225m S/O BALSAM AVE 5 1 5.5 229 1,317 96 95 1970 229 95 Not Selected

203.2 709 2160 20 CEDAR RD 225m S/O BALSAM AVE PINEVIEW RD 5 1 5.5 182 1,048 54 54 1980 182 54 Fall Thru Yr 2

124 373 2170 10 CHAMBERS PL SOUTH END ROBLIN ST 5 1 12.9 48 646 79 79 1990 48 79 Not Selected

292 952 2190 10 CHAPMAN RD WEST END NARAMATA RD 6 1 4.0 323 1,355 87 87 2000 323 87 Not Selected

310 994 2210 10 CHARLES ST DUNCAN AVE E RIDGEDALE AVE 5 1 8.8 107 991 80 79 2010 107 79 Not Selected

24 70 2220 10 CHASE AVE OAKVILLE ST EAST END 5 1 8.2 138 1,185 84 84 2020 138 84 Fall Thru Yr 3

102 318 2230 10 CHATHAM PL SOUTH END CHATHAM ST 5 1 12.1 102 1,293 77 77 2030 102 77 Fall Thru Yr 5

105 322 2240 10 CHATHAM ST OKANAGAN AVE W NORTH END 5 1 9.8 47 480 76 76 2040 47 76 Fall Thru Yr 5

867 191 2260 10 CHERRY AVE CAMROSE AVE GOVERNMENT ST 2 1 11.6 231 2,822 97 96 2050 231 96 Not Selected

864 191 2270 10 CHERRY AVE GOVERNMENT ST BARNES ST 2 1 11.6 175 2,138 95 95 2060 175 95 Not Selected

201 704 2290 10 CHURCH ST DUNCAN AVE E MUNICIPAL AVE 5 1 11.4 144 1,725 71 71 2070 144 71 Fall Thru Yr 1

368 1159 2310 10 CHURCHILL AVE RIVERSIDE DR SYDNEY ST 2 1 7.4 166 1,290 57 57 2080 395 63 Fall Thru Yr 2

420 126 2310 20 CHURCHILL AVE SYDNEY ST ALBERNI ST 2 1 7.4 167 1,299 71 71 2080 395 63 Fall Thru Yr 2

419 125 2310 30 CHURCHILL AVE ALBERNI ST POWER ST 2 1 11.4 62 747 60 59 2080 395 63 Fall Thru Yr 2

41 124 2320 10 CHURCHILL AVE POWER ST LAKEVIEW ST 5 1 8.9 479 4,479 81 81 2090 662 81 Fall Thru Yr 1

423 28 2320 20 CHURCHILL AVE LAKEVIEW ST BRUNSWICK ST 5 1 8.9 55 511 82 82 2090 662 81 Fall Thru Yr 1

425 28 2320 30 CHURCHILL AVE BRUNSWICK ST WINNIPEG ST 5 1 8.9 128 1,199 81 81 2090 662 81 Fall Thru Yr 1

255 829 2340 10 CLARK AVE COMMERCIAL WAY EAST END 2 1 11.6 139 1,695 75 75 2100 139 75 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 14,410 14,410

6 8 2360 10 CLELAND DR CARMI AVE DEWDNEY CRES 5 1 11.3 72 855 51 50 2110 361 60 Fall Thru Yr 5

1081 8 2360 20 CLELAND DR DEWDNEY CRES McLEAN AVE 5 1 11.3 234 2,781 64 63 2110 361 60 Fall Thru Yr 5

1080 8 2360 30 CLELAND DR McLEAN AVE DEWDNEY CRES 5 1 11.3 55 651 59 59 2110 361 60 Fall Thru Yr 5

1094 8 2360 40 CLELAND DR ALLISON ST DEWDNEY CRES 5 1 11.3 319 3,784 76 76 2120 319 76 Fall Thru Yr 4

113 342 2370 10 COLDRON CRT QUEBEC ST EAST END 5 1 14.1 37 542 78 78 2130 37 78 Not Selected

84 260 2380 10 COLEMAN CRT WEST END COLEMAN ST 5 1 12.3 54 702 88 87 2140 54 87 Not Selected

694 254 2390 10 COLEMAN ST WATERFORD AVE BLAIRMORE CRES 5 1 11.4 35 415 83 83 2150 263 77 Fall Thru Yr 5

684 254 2390 20 COLEMAN ST BLAIRMORE CRES COLEMAN CRT 5 1 11.5 76 911 79 79 2150 263 77 Fall Thru Yr 5

683 254 2390 30 COLEMAN ST COLEMAN CRT BLAIRMORE CRES 5 1 11.5 75 908 71 71 2150 263 77 Fall Thru Yr 5

681 254 2390 40 COLEMAN ST BLAIRMORE CRES GREEN AVE W 5 1 11.5 77 934 79 79 2150 263 77 Fall Thru Yr 5

1068 698 2410 10 COLUMBIA ST CARMI AVE MacCLEAVE AVE 3 1 11.5 94 1,139 88 88 2160 94 88 Not Selected

1073 698 2420 10 COLUMBIA ST MacCLEAVE AVE HATFIELD AVE 3 1 11.5 82 987 89 89 2170 324 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 8,145 8,145

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City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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1066 698 2420 20 COLUMBIA ST HATFIELD AVE NAISH DR 3 1 11.5 104 1,254 81 81 2170 324 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 10,349 10,349

199 698 2420 30 COLUMBIA ST NAISH DR DUNCAN AVE E 3 1 11.5 138 1,671 67 67 2170 324 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 13,782 13,782

284 939 2430 10 COLUMBIA ST DUNCAN AVE E RIDGEDALE AVE 5 1 11.5 119 1,434 67 66 2180 119 66 Fall Thru Yr 4

250 820 2450 10 COMMERCIAL PL COMMERCIAL WAY EAST END 2 1 9.9 302 3,137 97 96 2190 302 96 Not Selected

251 821 2460 10 COMMERCIAL WAY DARTMOUTH RD COMMERCIAL PL 2 1 11.7 384 4,716 95 95 2200 745 91 Not Selected

1007 821 2460 20 COMMERCIAL WAY COMMERCIAL PL CLARK AVE 2 1 11.7 225 2,765 91 91 2200 745 91 Not Selected

1086 821 2460 30 COMMERCIAL WAY CLARK AVE CARMI AVE 2 1 11.2 136 1,601 81 81 2200 745 91 Not Selected

18 50 2480 10 COMOX ST SOUTH END HWY 97 5 1 11.2 137 1,611 57 56 2210 344 61 Fall Thru Yr 1

407 54 2480 20 COMOX ST HWY 97 CRESTON AVE 5 1 8.5 106 947 71 71 2210 344 61 Fall Thru Yr 1

412 53 2480 30 COMOX ST CRESTON AVE WESTMINSTER AVE E 5 1 8.5 101 904 61 60 2210 344 61 Fall Thru Yr 1

413 55 2490 10 COMOX ST WESTMINSTER AVE E BURNABY AVE 5 1 8.5 99 887 73 72 2220 99 72 Fall Thru Yr 2

475 91 2500 10 CONKLIN AVE TIMMINS ST MOOSEJAW ST 5 1 7.3 107 821 50 50 2230 107 50 Fall Thru Yr 5

599 21 2510 10 CONKLIN AVE MOOSEJAW ST ARGYLE ST 5 1 10.8 297 3,362 97 96 2240 588 96 Not Selected

479 21 2510 20 CONKLIN AVE ARGYLE ST FAIRVIEW RD 5 1 10.8 291 3,294 97 96 2240 588 96 Not Selected

927 953 2530 10 CORBISHLEY AVE LOWER BENCH RD CARDER RD 6 1 5.4 157 889 80 80 2250 792 80 Fall Thru Yr 1

928 953 2530 20 CORBISHLEY AVE CARDER RD SWORDER RD 765-823 6 1 5.4 511 2,892 79 79 2250 792 80 Fall Thru Yr 1

376 953 2530 30 CORBISHLEY AVE SWORDER RD 765-823 UPPER BENCH RD N 6 1 5.4 125 707 85 84 2250 792 80 Fall Thru Yr 1

237 792 2550 10 CORBITT DR WILTSE DR NE END 5 1 11.2 204 2,403 88 87 2260 204 87 Not Selected

87 265 2560 10 CORNWALL CRT WEST END CORNWALL DR 5 1 13.1 64 873 76 76 2270 64 76 Fall Thru Yr 5

79 244 2580 10 CORNWALL DR PARIS ST BRANDON AVE 3 1 11.6 295 3,602 77 76 2280 295 76 Fall Thru Yr 5

678 244 2590 10 CORNWALL DR BRANDON AVE MURRAY DR 3 1 11.6 85 1,032 71 71 2290 572 77 Fall Thru Yr 5

676 244 2590 20 CORNWALL DR MURRAY DR CORNWALL CRT 3 1 11.6 49 602 77 77 2290 572 77 Fall Thru Yr 5

675 244 2590 30 CORNWALL DR CORNWALL CRT McINTYRE PL 3 1 11.6 66 808 69 69 2290 572 77 Fall Thru Yr 5

674 244 2590 40 CORNWALL DR McINTYRE PL NICHOLSON ST 3 1 11.6 123 1,501 76 76 2290 572 77 Fall Thru Yr 5

673 244 2590 50 CORNWALL DR NICHOLSON ST BASKIN ST 3 1 11.6 60 734 85 85 2290 572 77 Fall Thru Yr 5

671 244 2590 60 CORNWALL DR BASKIN ST MURRAY DR 3 1 11.6 85 1,034 84 83 2290 572 77 Fall Thru Yr 5

670 244 2590 70 CORNWALL DR MURRAY DR McGRAW ST 3 1 11.6 104 1,267 81 81 2290 572 77 Fall Thru Yr 5

126 383 2620 10 CORRY PL PINEVIEW RD NORTH END 5 1 11.1 345 4,016 97 96 2300 345 96 Not Selected

99 313 2630 10 COSSAR AVE FAIRVIEW RD EAST END 5 1 7.4 185 1,441 69 69 2310 185 69 Not Selected

128 386 2640 10 CRAIG DR SOUTH END PINEVIEW RD 5 1 10.1 139 1,473 78 78 2320 139 78 Not Selected

1118 652 2650 10 CREEKSIDE RD ECKHARDT AVE E ALDER ST 5 1 6.8 425 3,035 88 88 2330 425 88 Not Selected

257 831 2660 10 CREIGHTON CRES MacCLEAVE AVE MacCLEAVE AVE 5 1 9.0 252 2,383 73 73 2340 252 73 Fall Thru Yr 2

362 1181 2680 10 CRESCENT HILL RD SOUTH MAIN ST VALLEYVIEW RD 6 1 6.6 466 3,237 62 61 2350 466 61 Fall Thru Yr 1

409 43 2700 10 CRESTON AVE COMOX ST ALBERNI ST 5 1 8.4 221 1,952 97 96 2360 221 96 Not Selected

389 173 2710 10 CYPRESS AVE ELM AVE LEE AVE 5 1 11.3 123 1,459 78 78 2370 250 75 Fall Thru Yr 4

1139 173 2710 20 CYPRESS AVE LEE AVE YORKTON AVE 5 1 11.4 127 1,516 73 73 2370 250 75 Fall Thru Yr 4

132 393 2720 10 DAFOE PL DAFOE ST EAST END 5 1 10.9 114 1,304 71 71 2380 114 71 Fall Thru Yr 1

131 392 2730 10 DAFOE ST GREENWOOD DR DAFOE PL 5 1 9.1 117 1,121 75 75 2390 233 75 Fall Thru Yr 3

894 392 2730 20 DAFOE ST DAFOE PL PINEVIEW RD 5 1 8.9 115 1,079 74 74 2390 233 75 Fall Thru Yr 3

1033 721 2750 10 DARTMOUTH DR GREENWOOD DR DARTMOUTH PL 3 1 11.6 20 240 80 79 2400 109 84 Fall Thru Yr 3

1142 721 2750 20 DARTMOUTH DR DARTMOUTH PL PINEVIEW RD 3 1 11.6 89 1,090 85 85 2400 109 84 Fall Thru Yr 3

1035 721 2760 10 DARTMOUTH DR PINEVIEW RD BALSAM AVE 3 1 11.6 91 1,114 81 81 2410 212 78 Not Selected

1030 721 2760 20 DARTMOUTH DR BALSAM AVE ADAMSON DR 3 1 11.6 55 666 76 75 2410 212 78 Not Selected

1020 721 2760 30 DARTMOUTH DR ADAMSON DR WILTSE BLVD 3 1 11.6 66 803 77 76 2410 212 78 Not Selected

211 721 2770 10 DARTMOUTH DR WILTSE BLVD WARREN AVE E 3 1 12.1 758 9,658 76 76 2420 758 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 72,437 72,437

221 742 2790 10 DARTMOUTH PL SE END DARTMOUTH DR 5 1 10.7 160 1,791 77 77 2430 160 77 Fall Thru Yr 5

1008 788 2810 10 DARTMOUTH RD DAWSON AVE DARTMOUTH DR 2 1 11.5 126 1,525 60 59 2440 126 59 Fall Thru Yr 4

1010 788 2820 10 DARTMOUTH RD DARTMOUTH DR OKANAGAN AVE E 2 1 11.5 227 2,740 74 73 2450 721 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 23,292 23,292

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 6 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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1012 788 2820 20 DARTMOUTH RD OKANAGAN AVE E PAGE AVE 2 1 11.5 118 1,420 67 67 2450 721 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 12,066 12,066

1009 788 2820 30 DARTMOUTH RD PAGE AVE COMMERCIAL WAY 2 1 11.5 123 1,482 74 73 2450 721 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 12,597 12,597

1006 795 2820 40 DARTMOUTH RD COMMERCIAL WAY CARMI AVE 2 1 11.5 253 3,056 76 75 2450 721 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 25,972 25,972

989 787 2840 10 DARTMOUTH ST CARMI AVE MacCLEAVE AVE 5 1 11.3 71 842 67 67 2460 71 67 Fall Thru Yr 5

991 787 2850 10 DARTMOUTH ST MacCLEAVE AVE ROSS AVE 5 1 11.3 92 1,096 79 79 2470 137 77 Fall Thru Yr 5

236 787 2850 20 DARTMOUTH ST ROSS AVE NORTH END 5 1 11.3 45 529 74 74 2470 137 77 Fall Thru Yr 5

882 365 2860 10 DAUPHIN AVE ERAUT ST CHAMBERS PL 5 1 11.4 162 1,942 71 70 2480 256 75 Fall Thru Yr 4

884 365 2860 20 DAUPHIN AVE CHAMBERS PL SOUTH MAIN ST 5 1 11.4 94 1,119 83 83 2480 256 75 Fall Thru Yr 4

129 387 2870 10 DAUPHIN PL SOUTH MAIN ST EAST END 5 1 8.8 87 804 84 84 2490 87 84 Fall Thru Yr 3

363 1185 2890 10 DAVENPORT AVE LOCHORE RD NARAMATA RD 6 1 4.6 387 1,872 83 83 2500 387 83 Fall Thru Yr 2

334 1070 2910 10 DAWSON AVE SOUTH MAIN ST BRAELYN CRES 2 1 13.0 85 1,161 69 68 2510 633 65 Fall Thru Yr 3

876 1070 2910 20 DAWSON AVE BRAELYN CRES BRAELYN CRES 2 1 13.0 154 2,111 64 64 2510 633 65 Fall Thru Yr 3

875 1070 2910 30 DAWSON AVE BRAELYN CRES CAMROSE ST 2 1 13.0 158 2,160 58 57 2510 633 65 Fall Thru Yr 3

874 1070 2910 40 DAWSON AVE CAMROSE ST GOVERNMENT ST 2 1 13.0 236 3,219 69 69 2510 633 65 Fall Thru Yr 3

229 763 2920 10 DAWSON AVE GOVERNMENT ST BARNES ST 2 1 11.7 177 2,173 75 75 2520 285 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 18,468 18,468

1019 763 2920 20 DAWSON AVE BARNES ST DARTMOUTH RD 2 1 11.7 108 1,330 66 65 2520 285 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 11,302 11,302

50 159 2940 10 DE RENZY PL SW END LAKESIDE RD 6 1 8.8 141 1,304 71 70 2530 141 70 Fall Thru Yr 1

966 904 2960 10 DEBECK RD LYON ST MATSON AVE 5 1 10.8 114 1,293 84 84 2540 236 82 Fall Thru Yr 2

276 904 2960 20 DEBECK RD MATSON AVE PENTICTON AVE 5 1 11.3 122 1,448 81 81 2540 236 82 Fall Thru Yr 2

953 902 2970 10 DEBECK RD PENTICTON AVE McPHERSON CRES 5 1 11.3 91 1,079 80 79 2550 91 79 Not Selected

305 986 2980 10 DEWDNEY CRES CLELAND DR CLELAND DR 5 1 10.0 476 4,999 78 78 2560 476 78 Not Selected

488 20 2990 10 DOUGLAS AVE MOOSEJAW ST ARGYLE ST 5 1 10.1 296 3,129 99 98 2570 587 98 Not Selected

484 219 2990 20 DOUGLAS AVE ARGYLE ST FAIRVIEW RD 5 1 10.1 291 3,071 99 98 2570 587 98 Not Selected

1001 706 3000 10 DUNANT CRES MacCLEAVE AVE PINE ST 5 1 11.2 255 2,995 78 78 2580 343 79 Not Selected

1003 706 3000 20 DUNANT CRES PINE ST DUNANT PL 5 1 9.2 88 851 82 82 2580 343 79 Not Selected

253 826 3000 30 DUNANT CRES DUNANT PL MacCLEAVE AVE 5 1 8.7 105 960 59 58 2590 105 58 Fall Thru Yr 4

995 706 3010 10 DUNANT PL DUNANT CRES EAST END 5 1 9.0 127 1,197 73 73 2600 127 73 Fall Thru Yr 2

328 1052 3030 10 DUNCAN AVE E MAIN ST MANITOBA ST 2 1 11.3 302 3,591 80 80 2610 588 80 Not Selected

829 1052 3030 20 DUNCAN AVE E MANITOBA ST LEIR ST 2 1 11.3 91 1,085 78 78 2610 588 80 Not Selected

830 1052 3030 30 DUNCAN AVE E LEIR ST BALFOUR ST 2 1 11.3 95 1,130 82 81 2610 588 80 Not Selected

834 1052 3030 40 DUNCAN AVE E BALFOUR ST GOVERNMENT ST 2 1 11.3 99 1,179 79 79 2610 588 80 Not Selected

817 1125 3040 10 DUNCAN AVE E GOVERNMENT ST KING ST 3 1 11.3 89 1,058 72 72 2620 281 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 7,937 7,937

818 1125 3040 20 DUNCAN AVE E KING ST CHURCH ST 3 1 11.3 143 1,699 75 75 2620 281 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 12,745 12,745

975 855 3040 30 DUNCAN AVE E CHURCH ST EDGEWOOD DR 3 1 11.3 49 584 76 75 2620 281 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 4,380 4,380

976 779 3050 10 DUNCAN AVE E EDGEWOOD DR DUNCAN PL 3 1 11.3 172 2,043 76 75 2630 461 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 15,320 15,320

1128 779 3050 20 DUNCAN AVE E DUNCAN PL DUNCAN AVE E 3 1 11.3 134 1,595 77 77 2630 461 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 11,961 11,961

981 779 3050 30 DUNCAN AVE E DUNCAN AVE E WOODLANDS DR 3 1 11.3 155 1,835 76 76 2630 461 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 13,766 13,766

983 779 3050 40 DUNCAN AVE E WOODLANDS DR PINE ST 3 1 11.3 224 2,661 72 71 2640 649 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 19,955 19,955

1055 1122 3050 50 DUNCAN AVE E PINE ST COLUMBIA ST 3 1 11.3 425 5,041 73 73 2640 649 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 37,806 37,806

344 1122 3060 10 DUNCAN AVE E COLUMBIA ST LAWRENCE AVE 3 1 9.8 115 1,188 73 73 2650 115 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 9,802 9,802

1057 10 3070 10 DUNCAN AVE E LAWRENCE AVE WELLINGTON ST 5 1 9.8 167 1,721 71 70 2660 866 65 Fall Thru Yr 3

308 991 3070 20 DUNCAN AVE E WELLINGTON ST CHARLES ST 5 1 11.5 292 3,523 66 66 2660 866 65 Fall Thru Yr 3

1089 991 3070 30 DUNCAN AVE E CHARLES ST FRASER CRT 5 1 11.5 73 880 51 51 2660 866 65 Fall Thru Yr 3

1091 991 3070 40 DUNCAN AVE E FRASER CRT RIDGEDALE AVE 5 1 11.5 334 4,029 67 66 2660 866 65 Fall Thru Yr 3

483 18 3090 10 DUNCAN AVE W HWY 97 HASTINGS PL 2 1 13.3 329 4,586 92 91 2670 426 90 Not Selected

482 18 3090 20 DUNCAN AVE W HASTINGS PL MOOSEJAW ST 2 1 13.8 98 1,414 85 84 2670 426 90 Not Selected

9 18 3100 10 DUNCAN AVE W MOOSEJAW ST FAIRVIEW RD 2 1 13.7 632 9,082 71 71 2680 632 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 72,655 72,655

329 1053 3110 10 DUNCAN AVE W FAIRVIEW RD ABEL ST 2 1 13.3 82 1,150 74 73 2690 263 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,196 9,196

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 7 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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613 347 3110 20 DUNCAN AVE W ABEL ST BAKER ST 2 1 11.3 91 1,086 79 79 2690 263 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 8,685 8,685

115 347 3110 30 DUNCAN AVE W BAKER ST ATKINSON ST 2 1 14.7 89 1,380 70 70 2690 263 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 11,040 11,040

75 234 3120 10 DUNCAN AVE W ATKINSON ST MAIN ST 2 1 13.6 252 3,602 57 56 2700 252 56 Fall Thru Yr 3

235 786 3140 10 DUNCAN PL SE END DUNCAN AVE E 5 1 8.8 35 326 48 47 2710 35 47 3 Selected Yr 3 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 13,376 13,376

14 44 3150 10 DYNES AVE RIVERSIDE DR SYDNEY ST 5 1 7.3 207 1,594 84 83 2720 456 81 Fall Thru Yr 1

406 39 3150 20 DYNES AVE SYDNEY ST ALBERNI ST 5 1 7.1 165 1,230 80 80 2720 456 81 Fall Thru Yr 1

27 79 3150 30 DYNES AVE ALBERNI ST POWER ST 5 1 7.1 84 623 79 79 2720 456 81 Fall Thru Yr 1

582 483 3170 10 ECKHARDT AVE E MAIN ST ELLIS ST 1 1 11.6 87 1,059 51 51 2730 343 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,797 9,797

583 483 3170 20 ECKHARDT AVE E ELLIS ST VAN HORNE AVE 1 1 11.5 85 1,027 65 65 2730 343 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,503 9,503

584 483 3170 30 ECKHARDT AVE E VAN HORNE AVE BRAID ST 1 1 11.5 86 1,032 64 63 2730 343 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,543 9,543

320 1019 3170 40 ECKHARDT AVE E BRAID ST PAPINEAU ST 1 1 11.5 85 1,029 67 66 2730 343 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,514 9,514

763 1019 3170 50 ECKHARDT AVE E PAPINEAU ST GAHAN AVE 1 1 11.5 25 299 61 61 2740 258 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 2,618 2,618

770 1019 3170 60 ECKHARDT AVE E GAHAN AVE BURNS ST 1 1 11.5 62 749 66 66 2740 258 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 6,552 6,552

761 1019 3170 70 ECKHARDT AVE E BURNS ST HAYWOOD ST 1 1 11.5 58 696 69 68 2740 258 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 6,088 6,088

762 1019 3170 80 ECKHARDT AVE E HAYWOOD ST GOVERNMENT ST 1 1 11.5 114 1,370 80 80 2740 258 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 11,983 11,983

319 1017 3180 10 ECKHARDT AVE E GOVERNMENT ST ONTARIO ST 2 1 12.5 47 622 61 61 2750 47 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 5,287 5,287

318 1016 3190 10 ECKHARDT AVE E ONTARIO ST PICKERING ST 3 1 13.7 46 657 60 59 2760 46 59 Fall Thru Yr 5

185 652 3200 10 ECKHARDT AVE E PICKERING ST CREEKSIDE RD 5 1 10.0 70 732 73 73 2770 70 73 Fall Thru Yr 2

322 1028 3220 10 ECKHARDT AVE W HWY 97 ORCHARD AVE 1 1 12.1 139 1,772 66 66 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 15,502 15,502

473 1028 3220 20 ECKHARDT AVE W ORCHARD AVE CARIBOU ST 1 1 10.9 36 417 84 83 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 3,647 3,647

474 1028 3220 30 ECKHARDT AVE W CARIBOU ST PACIFIC CRES 1 1 10.9 31 352 78 78 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 3,076 3,076

467 1028 3220 40 ECKHARDT AVE W PACIFIC CRES YOUNG ST 1 1 13.5 161 2,278 75 74 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 19,935 19,935

468 1028 3220 50 ECKHARDT AVE W YOUNG ST MOOSEJAW ST 1 1 13.5 51 722 80 79 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 6,316 6,316

321 1027 3220 60 ECKHARDT AVE W MOOSEJAW ST LATIMER ST 1 1 10.6 129 1,440 85 85 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 12,596 12,596

565 483 3220 70 ECKHARDT AVE W LATIMER ST VICTORIA DR 1 1 10.6 154 1,710 82 82 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 14,960 14,960

1120 483 3220 80 ECKHARDT AVE W VICTORIA DR ARGYLE ST 1 1 11.0 28 324 88 88 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 2,834 2,834

1119 483 3220 90 ECKHARDT AVE W ARGYLE ST WINNIPEG ST 1 1 10.5 84 928 84 84 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 8,116 8,116

569 483 3220 100 ECKHARDT AVE W WINNIPEG ST AIN ST MARTIN ST INTERCHANG 1 1 13.1 129 1,775 60 60 2790 129 60 Fall Thru Yr 4

581 483 3230 10 ECKHARDT AVE W AIN ST MARTIN ST INTERCHANG MAIN ST 1 1 13.1 87 1,194 65 65 2800 87 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 11,048 11,048

969 855 3250 10 EDGEWOOD DR DUNCAN AVE E KILLARNEY ST 3 1 10.1 70 740 77 77 2810 605 79 Not Selected

970 855 3250 20 EDGEWOOD DR KILLARNEY ST KILWINNING ST 3 1 10.4 99 1,080 84 84 2810 605 79 Not Selected

971 855 3250 30 EDGEWOOD DR KILWINNING ST KENSINGTON ST 3 1 10.4 101 1,100 80 80 2810 605 79 Not Selected

972 855 3250 40 EDGEWOOD DR KENSINGTON ST MUNICIPAL AVE 3 1 10.4 117 1,278 84 83 2810 605 79 Not Selected

973 855 3250 50 EDGEWOOD DR MUNICIPAL AVE MATSON AVE 3 1 11.9 102 1,274 79 79 2810 605 79 Not Selected

968 855 3250 60 EDGEWOOD DR MATSON AVE PENTICTON AVE 3 1 11.9 116 1,445 73 72 2810 605 79 Not Selected

781 455 3270 10 EDMONTON AVE MAIN ST MANITOBA ST 5 1 10.7 302 3,397 77 77 2820 587 82 Fall Thru Yr 2

143 455 3270 20 EDMONTON AVE MANITOBA ST GOVERNMENT ST 5 1 10.7 285 3,199 88 88 2820 587 82 Fall Thru Yr 2

802 454 3280 10 EDNA AVE MAIN ST MANITOBA ST 5 1 10.2 301 3,224 88 88 2830 586 92 Not Selected

607 454 3280 20 EDNA AVE MANITOBA ST GOVERNMENT ST 5 1 10.2 285 3,054 96 96 2830 586 92 Not Selected

549 536 3300 10 ELLIS ST ECKHARDT AVE E WHITE AVE E 2 1 11.1 159 1,851 73 73 2840 482 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 15,735 15,735

544 536 3300 20 ELLIS ST WHITE AVE E PADMORE AVE E 2 1 11.1 164 1,916 75 75 2840 482 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 16,283 16,283

545 536 3300 30 ELLIS ST PADMORE AVE E WADE AVE E 2 1 11.1 159 1,849 76 76 2840 482 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 15,715 15,715

515 545 3310 10 ELLIS ST WADE AVE E NANAIMO AVE E 2 1 12.4 189 2,458 77 76 2850 365 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 19,661 19,661

518 545 3310 20 ELLIS ST NANAIMO AVE E WESTMINSTER AVE E 2 1 11.8 177 2,189 65 65 2850 365 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 17,509 17,509

163 545 3320 10 ELLIS ST WESTMINSTER AVE E VANCOUVER AVE 2 1 11.8 273 3,387 66 65 2860 273 65 Fall Thru Yr 3

700 139 3340 10 ELM AVE PARKVIEW ST CYPRESS AVE 5 1 11.3 385 4,574 86 85 2870 385 85 Fall Thru Yr 4

881 366 3350 10 ERAUT ST GREEN AVE W DAUPHIN AVE 5 1 11.4 326 3,907 86 86 2880 326 86 Fall Thru Yr 5

169 565 3370 10 ESTABROOK AVE WINNIPEG ST MARTIN ST 2 1 9.9 129 1,340 90 90 2890 129 90 Not Selected

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City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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364 1186 3390 10 EVANS AVE LOCHORE RD NARAMATA RD 6 1 4.7 382 1,881 90 90 2900 382 90 Not Selected

244 808 3410 10 EVERGREEN CRES EVERGREEN DR EVERGREEN DR 5 1 9.7 256 2,610 89 89 2910 256 89 Not Selected

1045 805 3430 10 EVERGREEN DR SOUTH END PENROSE CRT 3 1 11.6 46 555 79 79 2920 357 79 Not Selected

243 805 3430 20 EVERGREEN DR PENROSE CRT PARTRIDGE DR 3 1 12.0 311 3,923 80 79 2920 357 79 Not Selected

242 804 3440 10 EVERGREEN DR PARTRIDGE DR BARTON CRT 3 1 12.2 149 1,909 79 79 2930 294 79 Not Selected

1044 803 3440 20 EVERGREEN DR BARTON CRT PINEVIEW RD 3 1 11.9 145 1,806 79 78 2930 294 79 Not Selected

245 811 3450 10 EVERGREEN DR PINEVIEW RD NE END 3 1 11.6 56 681 91 91 2940 56 91 Not Selected

1114 801 3460 10 EVERGREEN DR SOUTH END BALSAM AVE 3 1 12.2 167 2,136 89 89 2950 823 84 Fall Thru Yr 3

1113 801 3460 20 EVERGREEN DR BALSAM AVE EVERGREEN CRES 3 1 12.2 98 1,255 82 81 2950 823 84 Fall Thru Yr 3

1112 801 3460 30 EVERGREEN DR EVERGREEN CRES EVERGREEN CRES 3 1 12.2 106 1,362 84 83 2950 823 84 Fall Thru Yr 3

1111 801 3460 40 EVERGREEN DR EVERGREEN CRES REDWOOD RD 3 1 11.9 111 1,380 82 82 2950 823 84 Fall Thru Yr 3

241 801 3460 50 EVERGREEN DR REDWOOD RD WILTSE BLVD 3 1 11.9 341 4,260 84 84 2950 823 84 Fall Thru Yr 3

112 341 3480 10 FAIRFORD DR OKANAGAN AVE W INDUSTRIAL AVE W 5 1 6.3 282 1,867 52 52 2960 282 52 Fall Thru Yr 1

616 303 3490 10 FAIRFORD DR SOUTH END NESBITT CRES 5 1 7.7 45 368 82 81 2970 194 79 Not Selected

10616 303 3490 20 FAIRFORD DR NESBITT CRES NESBITT CRES 5 1 8.0 79 663 81 81 2970 194 79 Not Selected

617 303 3490 30 FAIRFORD DR NESBITT CRES HUTH AVE 5 1 7.7 70 565 76 76 2970 194 79 Not Selected

492 326 3510 10 FAIRVIEW PL INDUSTRIAL AVE W NW END 2 1 11.4 36 427 65 64 2980 36 64 2 Selected Yr 2 33 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 12,266 12,266

106 324 3520 10 FAIRVIEW RD HWY 97 INDUSTRIAL AVE W 2 1 19.9 175 3,667 81 80 2990 175 80 Fall Thru Yr 1

491 324 3530 10 FAIRVIEW RD INDUSTRIAL AVE W HUTH AVE 2 1 12.8 136 1,829 54 53 3000 414 62 Fall Thru Yr 5

107 329 3530 20 FAIRVIEW RD HUTH AVE WATERLOO AVE 2 1 12.8 124 1,666 67 66 3000 414 62 Fall Thru Yr 5

345 1141 3530 30 FAIRVIEW RD WATERLOO AVE GRANBY AVE 2 1 12.8 37 499 66 66 3000 414 62 Fall Thru Yr 5

612 1141 3530 40 FAIRVIEW RD GRANBY AVE DUNCAN AVE W 2 1 12.8 117 1,567 68 67 3000 414 62 Fall Thru Yr 5

1115 1141 3540 10 FAIRVIEW RD DUNCAN AVE W HASTINGS AVE 2 1 12.8 137 1,840 75 75 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 14,722 14,722

604 465 3540 20 FAIRVIEW RD HASTINGS AVE COSSAR AVE 2 1 12.8 35 465 74 74 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 3,721 3,721

603 465 3540 30 FAIRVIEW RD COSSAR AVE DOUGLAS AVE 2 1 12.8 66 886 80 79 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 7,088 7,088

602 465 3540 40 FAIRVIEW RD DOUGLAS AVE CALGARY AVE 2 1 12.8 59 798 58 57 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,384 6,384

600 465 3540 50 FAIRVIEW RD CALGARY AVE CONKLIN AVE 2 1 12.8 62 827 75 74 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,618 6,618

597 465 3540 60 FAIRVIEW RD CONKLIN AVE REGINA AVE 2 1 12.8 70 944 81 81 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 7,552 7,552

591 465 3540 70 FAIRVIEW RD REGINA AVE WINDSOR AVE 2 1 12.8 75 1,014 78 78 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 8,108 8,108

590 465 3540 80 FAIRVIEW RD WINDSOR AVE PRESTON AVE 2 1 12.8 49 662 64 63 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 5,299 5,299

589 465 3540 90 FAIRVIEW RD PRESTON AVE SCOTT AVE 2 1 12.8 110 1,485 59 59 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 11,880 11,880

575 515 3550 10 FAIRVIEW RD SCOTT AVE MARTIN ST 2 1 10.6 235 2,615 72 71 3020 235 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 20,921 20,921

576 530 3560 10 FAIRVIEW RD MARTIN ST AIN ST MARTIN ST INTERCHANG 2 1 5.2 114 624 77 76 3030 114 76 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 4,991 4,991

577 530 3570 10 FAIRVIEW RD AIN ST MARTIN ST INTERCHANG MAIN ST 2 1 4.8 64 322 71 70 3040 64 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 2,739 2,739

460 73 3590 10 FAIRWAY AVE OAKVILLE ST HWY 97 5 1 8.9 152 1,420 76 76 3050 152 76 Fall Thru Yr 4

672 273 3600 10 FALCON CRT NW END NICHOLSON ST 5 1 8.2 55 476 80 79 3060 55 79 Not Selected

725 583 3610 10 FARRELL ST JOHNSON RD NANAIMO AVE E 5 1 13.2 118 1,629 68 68 3070 296 67 Fall Thru Yr 5

746 583 3610 20 FARRELL ST NANAIMO AVE E WESTMINSTER AVE E 5 1 9.5 178 1,779 67 67 3070 296 67 Fall Thru Yr 5

914 168 3620 10 FINNERTY RD SOUTH END FINNERTY RD 5 1 12.3 118 1,528 70 69 3080 549 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,845 11,845

53 168 3620 20 FINNERTY RD FINNERTY RD BRANTFORD AVE 5 1 10.2 431 4,617 75 75 3080 549 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 35,782 35,782

52 0 3630 10 FINNERTY RD LAKESIDE RD FINNERTY RD 5 1 9.9 55 575 74 74 3090 55 74 Fall Thru Yr 3

290 950 3650 10 FLEET RD MIDLAND RD NARAMATA RD 6 1 4.5 331 1,569 71 71 3100 331 71 Fall Thru Yr 1

779 600 3670 10 FORESTBROOK DR WEST END MANITOBA ST 5 1 11.1 91 1,055 88 88 3110 377 86 Fall Thru Yr 5

775 600 3670 20 FORESTBROOK DR MANITOBA ST GOVERNMENT ST 5 1 10.3 286 3,098 86 86 3110 377 86 Fall Thru Yr 5

783 857 3680 10 FORESTBROOK DR GOVERNMENT ST KING ST 3 1 11.2 67 792 75 75 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 6,533 6,533

782 857 3680 20 FORESTBROOK DR KING ST ONTARIO ST 3 1 11.2 65 763 68 68 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 6,295 6,295

785 857 3680 30 FORESTBROOK DR ONTARIO ST KILLARNEY ST 3 1 11.2 46 538 62 61 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 4,438 4,438

787 857 3680 40 FORESTBROOK DR KILLARNEY ST KILWINNING ST 3 1 11.2 95 1,117 56 55 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 9,216 9,216

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 9 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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794 857 3680 50 FORESTBROOK DR KILWINNING ST BROOKS PL 3 1 11.2 148 1,735 67 67 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 14,313 14,313

949 857 3680 60 FORESTBROOK DR BROOKS PL JAMES ST 3 1 11.2 87 1,024 73 73 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 8,448 8,448

950 857 3680 70 FORESTBROOK DR JAMES ST ORILLIA ST 3 1 9.2 116 1,126 70 70 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 9,286 9,286

946 857 3680 80 FORESTBROOK DR ORILLIA ST HULL ST 3 1 9.2 101 973 73 73 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 8,025 8,025

264 857 3680 90 FORESTBROOK DR HULL ST FORESTBROOK PL 3 1 9.2 165 1,595 82 82 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 13,157 13,157

945 896 3700 10 FORESTBROOK PL FORESTBROOK DR NORTH END 5 1 11.0 82 948 32 31 3130 82 31 2 Selected Yr 2 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 38,877 38,877

313 997 3710 10 FRASER CRT SE END DUNCAN AVE E 5 1 15.2 28 442 76 76 3140 28 76 Fall Thru Yr 4

510 573 3730 20 FRONT ST BACKSTREET BLVD VETERANS WAY 3 1 12.2 111 1,418 72 72 3150 322 69 Not Selected

508 573 3730 30 FRONT ST VETERANS WAY LAKESHORE DR E 3 1 12.2 130 1,660 72 72 3150 322 69 Not Selected

507 573 3730 40 FRONT ST LAKESHORE DR E ELLIS ST 3 1 10.1 82 867 60 59 3150 322 69 Not Selected

176 593 3750 10 GAHAN AVE ECKHARDT AVE E BIRD ST 5 1 6.5 230 1,571 66 66 3160 309 69 Fall Thru Yr 5

773 593 3750 20 GAHAN AVE BIRD ST GOVERNMENT ST 5 1 8.9 79 736 75 75 3160 309 69 Fall Thru Yr 5

387 368 3770 10 GALT AVE SKAHA LAKE RD SOUTH MAIN ST 3 1 8.8 247 2,285 68 67 3170 247 67 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 18,851 18,851

133 395 3790 10 GARDNER CRT SOUTH END GARDNER CRT 5 1 13.1 54 741 75 75 3180 157 77 Fall Thru Yr 5

896 395 3790 20 GARDNER CRT GARDNER CRT NORTH END 5 1 14.2 42 625 79 78 3180 157 77 Fall Thru Yr 5

134 397 3790 30 GARDNER CRT GARDNER CRT GARDNER CRT 5 1 9.9 61 635 80 79 3180 157 77 Fall Thru Yr 5

897 398 3800 10 GARDNER CRT PINEVIEW RD GARDNER CRT 5 1 8.8 104 964 76 75 3190 163 70 Fall Thru Yr 1

135 398 3800 20 GARDNER CRT GARDNER CRT NORTH END 5 1 12.7 58 782 65 64 3190 163 70 Fall Thru Yr 1

314 998 3810 10 GLEN PL RIDGEDALE AVE NE END 5 1 9.8 212 2,190 83 83 3200 212 83 Fall Thru Yr 2

348 1163 3820 10 GORDON PL 102-198 SW END PINEVIEW RD 5 1 8.8 122 1,129 82 82 3210 122 82 Fall Thru Yr 1

873 769 3840 10 GOVERNMENT ST SOUTH END DAWSON AVE 2 1 11.6 347 4,235 84 83 3220 347 83 Fall Thru Yr 2

863 1063 3850 10 GOVERNMENT ST DAWSON AVE WARREN AVE E 2 1 12.9 144 1,943 71 71 3230 144 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 15,547 15,547

866 1063 3860 10 GOVERNMENT ST WARREN AVE E CHERRY AVE 2 1 12.9 137 1,851 68 68 3240 449 67 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 15,734 15,734

869 1063 3860 20 GOVERNMENT ST CHERRY AVE OKANAGAN AVE E 2 1 12.9 142 1,918 65 64 3240 449 67 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 16,301 16,301

333 1063 3860 30 GOVERNMENT ST OKANAGAN AVE E INDUSTRIAL AVE E 2 1 12.9 171 2,313 69 69 3240 449 67 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 19,664 19,664

838 193 3870 10 GOVERNMENT ST INDUSTRIAL AVE E CARMI AVE 2 1 13.9 328 4,786 69 68 3250 328 68 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 40,678 40,678

60 193 3880 10 GOVERNMENT ST CARMI AVE DUNCAN AVE E 2 1 13.6 267 3,816 79 78 3260 267 78 Not Selected

327 1050 3890 10 GOVERNMENT ST DUNCAN AVE E MUNICIPAL AVE 2 1 13.7 142 2,046 82 82 3270 320 83 Fall Thru Yr 2

816 1050 3890 20 GOVERNMENT ST MUNICIPAL AVE BENNETT AVE 2 1 13.7 90 1,296 82 82 3270 320 83 Fall Thru Yr 2

805 1050 3890 30 GOVERNMENT ST BENNETT AVE PENTICTON AVE 2 1 13.7 87 1,253 86 86 3270 320 83 Fall Thru Yr 2

1126 1050 3900 10 GOVERNMENT ST PENTICTON AVE EDNA AVE 2 1 14.0 93 1,364 89 89 3280 448 88 Not Selected

800 1050 3900 20 GOVERNMENT ST EDNA AVE NELSON AVE 2 1 13.7 96 1,385 84 84 3280 448 88 Not Selected

776 630 3900 30 GOVERNMENT ST NELSON AVE EDMONTON AVE 2 1 13.7 142 2,036 88 88 3280 448 88 Not Selected

777 630 3900 40 GOVERNMENT ST EDMONTON AVE FORESTBROOK DR 2 1 13.7 117 1,677 91 91 3280 448 88 Not Selected

768 630 3910 10 GOVERNMENT ST FORESTBROOK DR JERMYN AVE 2 1 13.7 111 1,590 88 88 3290 111 88 Fall Thru Yr 5

769 630 3920 10 GOVERNMENT ST JERMYN AVE GAHAN AVE 2 1 13.7 148 2,130 90 90 3300 239 81 Fall Thru Yr 1

181 630 3920 20 GOVERNMENT ST GAHAN AVE ECKHARDT AVE E 2 1 13.7 91 1,309 67 67 3300 239 81 Fall Thru Yr 1

142 449 3930 10 GOVERNMENT ST ECKHARDT AVE E WHITE AVE E 2 1 11.5 178 2,150 70 70 3310 461 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 17,197 17,197

767 449 3930 20 GOVERNMENT ST BURNS ST WHITE AVE E 2 1 11.5 171 2,063 81 81 3310 461 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 16,502 16,502

757 449 3930 30 GOVERNMENT ST WADE AVE E BURNS ST 2 1 11.5 112 1,349 80 80 3310 461 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 10,789 10,789

627 349 3950 10 GRANBY AVE FAIRVIEW RD GREER ST 5 1 9.1 53 505 90 90 3320 294 93 Not Selected

626 349 3950 20 GRANBY AVE GREER ST ABEL ST 5 1 8.8 58 533 97 96 3320 294 93 Not Selected

625 349 3950 30 GRANBY AVE ABEL ST BAKER ST 5 1 8.8 91 843 91 91 3320 294 93 Not Selected

611 349 3950 40 GRANBY AVE BAKER ST ATKINSON ST 5 1 8.8 93 858 96 95 3320 294 93 Not Selected

73 232 3960 10 GRANBY AVE ATKINSON ST GRANBY PL 5 1 8.8 252 2,334 96 95 3330 328 92 Not Selected

10073 232 3960 20 GRANBY AVE GRANBY PL MAIN ST 5 1 8.8 76 702 81 81 3330 328 92 Not Selected

74 233 3970 10 GRANBY PL ATKINSON ST GRANBY AVE 5 1 8.8 232 2,143 76 76 3340 232 76 Fall Thru Yr 4

174 585 3980 10 GRANDVIEW ST WALDEN CRES WESTMINSTER AVE E 5 1 9.7 101 1,028 81 81 3350 101 81 Fall Thru Yr 1

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 10 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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195 691 3990 10 GRANDVIEW ST WESTMINSTER AVE E APPLETON AVE 3 1 12.5 103 1,351 90 89 3360 103 89 Not Selected

711 691 3990 20 GRANDVIEW ST APPLETON AVE UPLANDS AVE 3 1 12.5 151 1,984 67 67 3370 271 68 Fall Thru Yr 4

710 691 3990 30 GRANDVIEW ST UPLANDS AVE LOWER BENCH RD 3 1 12.5 119 1,567 69 68 3370 271 68 Fall Thru Yr 4

127 385 4000 10 GREEN AVE E SOUTH MAIN ST GREENWOOD DR 3 1 10.1 121 1,279 89 89 3380 710 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,592 9,592

908 385 4000 20 GREEN AVE E GREENWOOD DR WOODSTOCK RD 0-100 3 1 6.3 183 1,213 78 77 3380 710 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,100 9,100

217 734 4000 30 GREEN AVE E WOODSTOCK RD 0-100 VALLEYVIEW RD 3 1 6.3 407 2,693 65 65 3380 710 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 20,200 20,200

83 258 4010 10 GREEN AVE W HWY 97 COLEMAN ST 3 1 14.2 174 2,593 75 74 3390 275 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 19,447 19,447

682 258 4010 20 GREEN AVE W COLEMAN ST PARIS ST 3 1 14.1 101 1,497 63 63 3390 275 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 11,231 11,231

686 258 4020 10 GREEN AVE W PARIS ST SKAHA LAKE RD 3 1 14.1 228 3,385 66 66 3400 228 66 Fall Thru Yr 3

680 258 4030 10 GREEN AVE W SKAHA LAKE RD WILSON ST 3 1 14.3 54 806 54 53 3410 54 53 Fall Thru Yr 2

688 258 4040 10 GREEN AVE W WILSON ST ERAUT ST 3 1 13.5 318 4,506 76 76 3420 632 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 37,175 37,175

906 258 4040 20 GREEN AVE W ERAUT ST GREEN CRT 3 1 13.5 162 2,291 60 60 3420 632 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 18,905 18,905

907 258 4040 30 GREEN AVE W GREEN CRT SOUTH MAIN ST 3 1 13.5 152 2,161 72 72 3420 632 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 17,829 17,829

123 367 4060 10 GREEN CRT GREEN AVE W EAST END 5 1 12.3 47 601 84 84 3430 47 84 Fall Thru Yr 3

218 735 4070 10 GREENWOOD CRT GREENWOOD DR NW END 5 1 14.3 48 715 85 85 3440 48 85 Fall Thru Yr 4

125 381 4080 10 GREENWOOD DR GREEN AVE E DAFOE ST 5 1 9.0 252 2,379 88 88 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 18,436 18,436

58 186 4080 20 GREENWOOD DR DAFOE ST GREENWOOD PL 5 1 9.0 153 1,445 63 63 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,196 11,196

905 186 4080 30 GREENWOOD DR GREENWOOD PL GREENWOOD CRT 5 1 9.0 177 1,672 61 60 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 12,955 12,955

1031 186 4080 40 GREENWOOD DR GREENWOOD CRT LAIRD PL 5 1 9.0 55 524 75 75 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 4,060 4,060

1032 186 4080 50 GREENWOOD DR LAIRD PL DARTMOUTH DR 5 1 9.0 49 462 77 77 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 3,578 3,578

904 738 4090 10 GREENWOOD PL SOUTH END GREENWOOD DR 5 1 18.6 28 547 78 78 3460 28 78 Not Selected

108 330 4100 10 GREER ST PHOENIX AVE GRANBY AVE 5 1 8.6 75 678 76 76 3470 75 76 Fall Thru Yr 4

91 277 4120 10 GUELPH AVE WEST END SKAHA LAKE RD 3 1 11.2 137 1,609 89 89 3480 137 89 Not Selected

172 580 4140 10 GUERNSEY AVE WEST END ABBOTT ST 5 1 11.0 50 583 62 62 3490 50 62 Fall Thru Yr 1

191 675 4150 10 GUERNSEY AVE LOWER TOWNLEY ST CAMBIE ST 5 1 7.0 99 726 90 90 3500 99 90 Not Selected

178 606 4160 10 GWYER ST SE END LOWER TOWNLEY ST 5 1 5.2 100 549 64 64 3510 100 64 Fall Thru Yr 3

840 780 4180 10 HALIFAX ST CARMI AVE MacCLEAVE AVE 3 1 11.6 104 1,264 67 66 3520 104 66 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 10,429 10,429

233 780 4190 10 HALIFAX ST MacCLEAVE AVE ROSS AVE 5 1 11.0 92 1,064 68 67 3530 92 67 Fall Thru Yr 5

153 499 4200 10 HANSEN ST ORCHARD AVE WADE AVE W 5 1 8.1 219 1,867 91 91 3540 219 91 Not Selected

397 1198 4210 10 HARRIS DR WEST END HOLDEN RD 5 1 7.7 56 450 81 80 3550 56 80 Fall Thru Yr 1

485 19 4220 10 HASTINGS AVE WEST END ARGYLE ST 5 1 10.5 147 1,622 75 75 3560 147 75 Fall Thru Yr 4

486 325 4230 10 HASTINGS AVE ARGYLE ST FAIRVIEW RD 2 1 8.9 291 2,717 78 77 3570 291 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 23,096 23,096

31 93 4250 10 HASTINGS PL DUNCAN AVE W NORTH END 5 1 11.8 78 963 78 78 3580 78 78 Not Selected

1072 841 4260 10 HATFIELD AVE COLUMBIA ST HATFIELD PL 5 1 11.4 111 1,334 80 80 3590 325 81 Fall Thru Yr 1

1075 841 4260 20 HATFIELD AVE HATFIELD PL ALLISON ST 5 1 11.4 129 1,544 78 78 3590 325 81 Fall Thru Yr 1

1071 841 4260 30 HATFIELD AVE ALLISON ST BEATTY ST 5 1 8.6 85 767 89 89 3590 325 81 Fall Thru Yr 1

260 839 4270 10 HATFIELD PL SOUTH END HATFIELD AVE 5 1 11.5 76 909 73 73 3600 76 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 7,048 7,048

187 660 4290 10 HAVEN HILL RD PICKERING ST JOHNSON RD 3 1 8.8 302 2,790 65 65 3610 302 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 23,019 23,019

440 30 4310 10 HAYNES ST WADE AVE W NANAIMO AVE W 5 1 10.7 202 2,270 87 87 3620 374 89 Not Selected

12 30 4310 20 HAYNES ST NANAIMO AVE W WESTMINSTER AVE E 5 1 10.7 172 1,929 93 92 3620 374 89 Not Selected

759 622 4320 10 HAYWOOD ST ECKHARDT AVE E WHITE AVE E 5 1 8.9 168 1,571 68 68 3630 168 68 Fall Thru Yr 5

34 106 4330 10 HEALES AVE MAPLE ST LAKEVIEW ST 5 1 10.7 279 3,131 96 95 3640 279 95 Not Selected

189 663 4340 10 HEATHER PL HEATHER RD EAST END 5 1 10.9 113 1,282 95 94 3650 113 94 Not Selected

374 666 4350 10 HEATHER RD REDLANDS RD HEATHER PL 5 1 11.5 308 3,719 96 96 3660 406 96 Not Selected

373 664 4350 20 HEATHER RD HEATHER PL JOHNSON RD 5 1 11.5 98 1,176 96 95 3660 406 96 Not Selected

42 128 4370 10 HEMLOCK ST YORKTON AVE NORTH END 3 1 6.8 82 583 80 80 3670 82 80 Not Selected

259 837 4410 10 HIGHLAND PL CARMI AVE NORTH END 5 1 11.1 86 1,003 75 75 3680 86 75 Fall Thru Yr 3

931 843 4430 10 HILLSIDE AVE UPPER BENCH RD N HILLSIDE AVE 6 1 6.2 389 2,529 75 75 3690 610 80 Not Selected

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City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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287 946 4430 20 HILLSIDE AVE HILLSIDE AVE NORTH END 6 1 8.3 220 1,918 86 86 3690 610 80 Not Selected

916 137 4440 10 HOLDEN RD WEST END LAKESIDE RD 6 1 15.1 18 285 67 66 3700 18 66 Fall Thru Yr 4

1093 0 4460 10 HOLDEN RD CARMI AVE WILLIAMSON PL 3 1 12.0 328 4,142 80 80 3710 488 82 Fall Thru Yr 1

1092 0 4460 20 HOLDEN RD WILLIAMSON PL NE END 3 1 12.0 160 2,015 87 86 3710 488 82 Fall Thru Yr 1

1095 1193 4470 10 HOLDEN RD LAWRENCE HARRIS DR 3 1 8.8 1,040 9,621 87 87 3720 1,040 87 Fall Thru Yr 5

1096 1193 4470 20 HOLDEN RD HARRIS DR BRENT DR 3 1 8.5 532 4,749 90 90 3730 846 90 Not Selected

1097 1193 4470 30 HOLDEN RD SENDERO CRES BRENT DR 3 1 8.6 78 707 92 92 3730 846 90 Not Selected

1098 1193 4470 40 HOLDEN RD SENDERO CRES SENDERO CRES 3 1 8.6 121 1,091 90 90 3730 846 90 Not Selected

1099 1193 4470 50 HOLDEN RD SYER RD SENDERO CRES 3 1 8.6 115 1,037 91 91 3730 846 90 Not Selected

394 1193 4480 10 HOLDEN RD 915-1060 SW END SYER RD 3 1 8.6 37 337 88 87 3740 37 87 Not Selected

936 911 4500 10 HUDSON ST SOUTH END JOHNSON RD 6 1 7.0 289 2,127 41 41 3750 289 41 1 Selected Yr 1 50 FWM + Thick Overlay (> 50 - 75) 0 66,986 66,986

277 906 4520 10 HULL ST SOUTH END FORESTBROOK DR 5 1 8.6 99 898 95 95 3760 99 95 Not Selected

489.1 34 4540 10 HUTH AVE WEST END 300m W/O FAIRVIEW RD 2 1 10.4 379 4,129 98 98 3770 379 98 Not Selected

489.2 34 4540 20 HUTH AVE 300m W/O FAIRVIEW RD FAIRVIEW RD 2 1 9.3 379 3,704 41 40 3780 379 40 1 Selected Yr 1 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 183,330 183,330

624 328 4550 10 HUTH AVE FAIRVIEW RD FAIRFORD DR 5 1 10.2 172 1,845 73 73 3790 383 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 14,302 14,302

623 328 4550 20 HUTH AVE FAIRFORD DR SCOTIA ST 5 1 10.2 110 1,177 73 73 3790 383 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 9,119 9,119

622 328 4550 30 HUTH AVE SCOTIA ST ATKINSON ST 5 1 10.2 101 1,086 73 72 3790 383 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 8,418 8,418

614 328 4560 10 HUTH AVE ATKINSON ST EAST END 5 1 10.2 227 2,435 96 96 3800 227 96 Not Selected

845 194 4580 10 INDUSTRIAL AVE E MAIN ST AMHERST ST 2 1 13.7 159 2,279 85 84 3810 684 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 18,234 18,234

846 194 4580 20 INDUSTRIAL AVE E AMHERST ST CAMROSE ST 2 1 10.4 276 3,007 71 71 3810 684 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 24,052 24,052

61 194 4580 30 INDUSTRIAL AVE E CAMROSE ST GOVERNMENT ST 2 1 10.4 250 2,727 70 70 3810 684 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 21,817 21,817

1013 710 4590 10 INDUSTRIAL AVE E GOVERNMENT ST OKANAGAN AVE E 2 1 11.6 269 3,283 71 71 3820 269 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 27,908 27,908

100 314 4610 10 INDUSTRIAL AVE W INDUSTRIAL PL FAIRVIEW PL 2 1 14.0 211 3,097 69 69 3830 288 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 26,327 26,327

1133 314 4610 20 INDUSTRIAL AVE W INDUSTRIAL PL QUEBEC ST 2 1 14.0 77 1,132 77 77 3830 288 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 9,624 9,624

1132 314 4610 30 INDUSTRIAL AVE W QUEBEC ST FAIRFORD DR 2 1 11.3 76 901 94 93 3840 284 95 Not Selected

1131 314 4610 40 INDUSTRIAL AVE W FAIRFORD DR ATKINSON ST 2 1 7.0 208 1,531 96 96 3840 284 95 Not Selected

72 231 4620 10 INDUSTRIAL AVE W ATKINSON ST MAIN ST 2 1 10.8 312 3,530 93 92 3850 312 92 Not Selected

104 321 4640 10 INDUSTRIAL CRT INDUSTRIAL PL SE END 2 1 14.3 91 1,359 78 78 3860 91 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 11,550 11,550

101 316 4650 10 INDUSTRIAL PL SW END INDUSTRIAL CRT 2 1 13.0 137 1,873 70 69 3870 347 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 15,919 15,919

1135 316 4650 20 INDUSTRIAL PL INDUSTRIAL CRT INDUSTRIAL AVE W 2 1 11.5 210 2,529 71 71 3870 347 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 21,496 21,496

948 875 4670 10 JAMES ST ORILLIA ST FORESTBROOK DR 5 1 9.0 182 1,720 79 78 3880 182 78 Not Selected

774 460 4690 10 JERMYN AVE MAIN ST BIRD ST 3 1 10.0 526 5,526 68 68 3890 599 68 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 45,592 45,592

585 460 4690 20 JERMYN AVE BIRD ST GOVERNMENT ST 3 1 10.0 72 757 68 67 3890 599 68 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 6,245 6,245

175 589 4710 10 JOHNSON RD FARRELL ST WALDEN CRES 5 1 7.2 96 726 78 77 3900 150 78 Not Selected

747 589 4710 20 JOHNSON RD WALDEN CRES HAVEN HILL RD 5 1 8.4 54 475 78 78 3900 150 78 Not Selected

317 1015 4720 10 JOHNSON RD HAVEN HILL RD HEATHER RD 3 1 14.2 92 1,377 83 83 3910 442 78 Not Selected

752 1015 4720 20 JOHNSON RD HEATHER RD WALDEN CRES 3 1 13.7 36 517 69 69 3910 442 78 Not Selected

751 1015 4720 30 JOHNSON RD WALDEN CRES TRURO ST 3 1 13.6 180 2,568 80 80 3910 442 78 Not Selected

753 1015 4720 40 JOHNSON RD TRURO ST KRUGER PL 3 1 13.6 50 717 80 80 3910 442 78 Not Selected

935 877 4720 50 JOHNSON RD KRUGER PL ALDER ST 3 1 13.9 83 1,214 72 71 3910 442 78 Not Selected

265 877 4730 10 JOHNSON RD ALDER ST JOHNSON RD 3 1 14.1 185 2,742 61 61 3920 185 61 Fall Thru Yr 1

937 854 4740 10 JOHNSON RD JOHNSON RD HUDSON ST 4 1 7.7 268 2,170 67 67 3930 334 66 Fall Thru Yr 3

263 854 4740 20 JOHNSON RD HUDSON ST UPPER BENCH RD S 4 1 7.7 66 531 61 61 3930 334 66 Fall Thru Yr 3

224 747 4760 10 JUNIPER DR SW END PINEVIEW RD 5 1 7.7 519 4,188 62 61 3940 519 61 Fall Thru Yr 1

1040 1160 4770 10 JUNIPER DR PINEVIEW RD NORTH END 5 1 9.7 83 848 83 83 3950 83 83 Fall Thru Yr 2

25 72 4780 10 KAMLOOPS AVE OAKVILLE ST EAST END 5 1 7.0 140 1,034 95 94 3960 140 94 Not Selected

262 846 4790 10 KENDALL CRES RIDGEDALE AVE RIDGEDALE AVE 5 1 9.8 449 4,622 87 87 3970 449 87 Not Selected

963 860 4800 10 KENSINGTON ST EDGEWOOD DR MUNICIPAL AVE 5 1 10.6 85 949 61 61 3980 282 64 Fall Thru Yr 2

Page 106: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 12 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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958 860 4800 20 KENSINGTON ST MUNICIPAL AVE PENTICTON AVE 5 1 10.6 197 2,196 66 65 3980 282 64 Fall Thru Yr 2

944 860 4810 10 KENSINGTON ST PENTICTON AVE NELSON AVE 5 1 10.6 178 1,981 78 78 3990 308 74 Fall Thru Yr 3

943 860 4810 20 KENSINGTON ST NELSON AVE NW END 5 1 10.6 130 1,449 70 69 3990 308 74 Fall Thru Yr 3

959 200 4820 10 KILLARNEY ST EDGEWOOD DR MUNICIPAL AVE 5 1 10.7 149 1,672 69 69 4000 351 69 Not Selected

822 200 4820 20 KILLARNEY ST MUNICIPAL AVE TORONTO AVE 5 1 10.7 92 1,034 68 67 4000 351 69 Not Selected

827 200 4820 30 KILLARNEY ST TORONTO AVE PENTICTON AVE 5 1 10.7 111 1,241 72 72 4000 351 69 Not Selected

788 200 4830 10 KILLARNEY ST PENTICTON AVE NELSON AVE 5 1 10.7 173 1,943 76 76 4010 444 73 Fall Thru Yr 2

784 651 4830 20 KILLARNEY ST NELSON AVE FORESTBROOK DR 5 1 10.7 271 3,042 71 71 4010 444 73 Fall Thru Yr 2

789 862 4840 10 KILWINNING ST EDGEWOOD DR MUNICIPAL AVE 5 1 10.7 121 1,357 71 71 4020 321 62 Fall Thru Yr 1

962 862 4840 20 KILWINNING ST MUNICIPAL AVE PENTICTON AVE 5 1 10.7 200 2,245 57 56 4020 321 62 Fall Thru Yr 1

956 862 4850 10 KILWINNING ST PENTICTON AVE NELSON AVE 5 1 10.7 175 1,970 64 64 4030 436 59 Fall Thru Yr 5

786 868 4850 20 KILWINNING ST NELSON AVE FORESTBROOK DR 5 1 10.7 261 2,928 57 56 4030 436 59 Fall Thru Yr 5

796 645 4860 10 KING ST DUNCAN AVE E MUNICIPAL AVE 5 1 8.9 144 1,346 77 77 4040 318 75 Fall Thru Yr 3

820 645 4860 20 KING ST MUNICIPAL AVE TORONTO AVE 5 1 11.3 90 1,065 72 71 4040 318 75 Fall Thru Yr 3

821 645 4860 30 KING ST TORONTO AVE PENTICTON AVE 5 1 11.3 84 1,001 76 75 4040 318 75 Fall Thru Yr 3

823 645 4870 10 KING ST PENTICTON AVE NELSON AVE 5 1 11.3 196 2,325 81 81 4050 466 89 Not Selected

797 640 4870 20 KING ST NELSON AVE FORESTBROOK DR 5 1 11.3 271 3,214 96 95 4050 466 89 Not Selected

86 263 4880 10 KINNEY AVE WEST END BASKIN ST 5 1 9.5 81 809 67 66 4060 81 66 Fall Thru Yr 4

1136 223 4890 10 KINNEY AVE BASKIN ST McGRAW ST 3 1 12.1 285 3,617 54 53 4070 285 53 5 Selected Yr 5 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 162,785 162,785

68 223 4900 10 KINNEY AVE McGRAW ST ATKINSON ST 3 1 12.1 285 3,617 74 74 4080 285 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 27,125 27,125

653 357 4910 10 KINNEY AVE ATKINSON ST McKENZIE ST 2 1 12.1 92 1,167 74 73 4090 236 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,338 9,338

871 357 4910 20 KINNEY AVE McKENZIE ST SKAHA LAKE RD 2 1 13.3 144 2,010 75 75 4090 236 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 16,078 16,078

120 357 4920 10 KINNEY AVE SKAHA LAKE RD SOUTH MAIN ST 2 1 10.2 68 727 69 69 4100 68 69 Fall Thru Yr 5

67 221 4940 10 KIRKPATRICK AVE McGRAW ST McKENZIE ST 5 1 9.0 331 3,128 87 87 4110 331 87 Fall Thru Yr 5

270 892 4950 10 KRUGER PL JOHNSON RD NORTH END 5 1 11.1 93 1,088 69 69 4120 93 69 Fall Thru Yr 5

222 745 4960 10 LAIRD PL GREENWOOD DR NORTH END 5 1 20.0 24 497 75 75 4130 24 75 Fall Thru Yr 4

509 564 4980 10 LAKESHORE DR E MAIN ST VETERANS WAY 2 1 18.3 89 1,718 77 76 4140 254 79 Not Selected

511 564 4980 20 LAKESHORE DR E VETERANS WAY FRONT ST 2 1 18.3 165 3,167 81 81 4140 254 79 Not Selected

13 40 4990 10 LAKESHORE DR W RIVERSIDE DR POWER ST 2 1 13.6 328 4,685 71 71 4150 328 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 39,820 39,820

40 123 5000 10 LAKESHORE DR W POWER ST WINNIPEG ST 2 1 13.8 630 9,128 49 49 4160 630 49 4 Selected Yr 4 50 FWM + Thick Overlay (> 50 - 75) 0 429,012 429,012

499 15 5010 10 LAKESHORE DR W WINNIPEG ST MARTIN ST 2 1 13.8 129 1,875 55 55 4170 129 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 53,912 53,912

372 564 5020 10 LAKESHORE DR W MARTIN ST MAIN ST 2 1 18.6 86 1,676 64 64 4180 86 64 Fall Thru Yr 2

915 137 5040 10 LAKESIDE CRT SW END LAKESIDE RD 6 1 13.1 49 667 71 70 4190 49 70 Fall Thru Yr 1

917.1 138 5060 10 LAKESIDE RD HOLDEN RD 365m S/O HOLDEN RD 4 1 10.0 366 3,839 52 52 4200 366 52 5 Selected Yr 5 50 FWM + Thick Overlay (> 50 - 75) 0 134,369 134,369

917.2 138 5060 20 LAKESIDE RD 365m S/O HOLDEN RD SOUTH END 4 1 10.0 360 3,775 95 94 4210 360 94 Not Selected

918 138 5060 20 LAKESIDE RD HOLDEN RD SMYTHE DR 4 1 11.3 19 228 39 39 4220 272 58 Fall Thru Yr 4

919 138 5060 30 LAKESIDE RD SMYTHE DR LAKESIDE CRT 4 1 11.3 90 1,072 62 61 4220 272 58 Fall Thru Yr 4

920 138 5060 40 LAKESIDE RD LAKESIDE CRT DE RENZY PL 4 1 11.3 163 1,930 59 59 4220 272 58 Fall Thru Yr 4

44 138 5060 50 LAKESIDE RD DE RENZY PL FINNERTY RD 4 1 11.3 1,926 22,866 68 67 4230 1,926 67 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 165,776 165,776

913 165 5060 60 LAKESIDE RD FINNERTY RD BRANTFORD AVE 4 1 11.3 541 6,422 70 70 4240 619 70 Not Selected

51 165 5060 70 LAKESIDE RD BRANTFORD AVE SOUTH MAIN ST 4 1 14.5 78 1,184 70 69 4240 619 70 Not Selected

432 60 5080 10 LAKEVIEW ST WESTMINSTER AVE E HEALES AVE 5 1 10.0 81 852 70 70 4250 163 66 Fall Thru Yr 4

426 60 5080 20 LAKEVIEW ST HEALES AVE ALEXANDER AVE 5 1 10.0 82 859 63 62 4250 163 66 Fall Thru Yr 4

422 60 5080 30 LAKEVIEW ST ALEXANDER AVE CHURCHILL AVE 5 1 10.0 28 297 95 94 4260 28 94 Not Selected

1121 488 5090 10 LATIMER ST WOODRUFF AVE ECKHARDT AVE W 5 1 9.0 104 985 95 95 4270 104 95 Not Selected

148 481 5100 10 LATIMER ST ECKHARDT AVE W ORCHARD AVE 5 1 9.0 237 2,235 89 89 4280 237 89 Not Selected

225 751 5110 10 LAUREL PL PINEVIEW RD LAUREL PL 5 1 10.4 71 770 82 82 4290 133 81 Fall Thru Yr 1

10225 751 5110 20 LAUREL PL LAUREL PL EAST END 5 1 14.3 46 685 82 82 4290 133 81 Fall Thru Yr 1

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 13 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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226 754 5110 30 LAUREL PL LAUREL PL NE END 5 1 20.0 17 354 77 77 4290 133 81 Fall Thru Yr 1

1063 9 5130 10 LAWRENCE LAWRENCE AVE WELLINGTON ST 3 1 11.5 51 612 52 51 4300 237 60 Fall Thru Yr 1

1062 9 5130 20 LAWRENCE WELLINGTON ST BASHAM CRT 3 1 11.4 56 667 69 68 4300 237 60 Fall Thru Yr 1

1061 9 5130 30 LAWRENCE BASHAM CRT CANYON CRT 3 1 10.6 73 808 63 63 4300 237 60 Fall Thru Yr 1

1060 9 5130 40 LAWRENCE CANYON CRT LAWRENCE PL 3 1 11.5 19 232 53 53 4300 237 60 Fall Thru Yr 1

1059 9 5130 50 LAWRENCE LAWRENCE PL HOLDEN RD 3 1 11.4 39 466 60 60 4300 237 60 Fall Thru Yr 1

1074 9 5140 10 LAWRENCE AVE DUNCAN AVE E LAWRENCE 3 1 11.2 144 1,693 70 69 4310 144 69 Not Selected

311 995 5160 10 LAWRENCE PL SOUTH END LAWRENCE 5 1 14.3 54 812 93 92 4320 54 92 Not Selected

910 162 5170 10 LEE AVE SKAHA LAKE RD PARKVIEW ST 5 1 12.3 34 443 72 72 4330 624 78 Not Selected

1140 162 5170 20 LEE AVE PARKVIEW ST CYPRESS AVE 5 1 9.7 419 4,261 80 80 4330 624 78 Not Selected

1138 162 5170 30 LEE AVE CYPRESS AVE SOUTH MAIN ST 5 1 9.4 171 1,687 75 75 4330 624 78 Not Selected

141 442 5180 10 LEIR ST CARMI AVE DUNCAN AVE E 5 1 10.7 205 2,301 79 79 4340 205 79 Not Selected

809 443 5190 10 LEIR ST DUNCAN AVE E MUNICIPAL AVE 5 1 10.7 150 1,686 93 92 4350 150 92 Not Selected

301 979 5210 10 LINDSAY RD SOUTH END PEARSON RD 6 1 3.1 170 554 73 73 4360 170 73 Fall Thru Yr 2

350 1165 5220 10 LOCHORE RD SOUTH END EVANS AVE 6 1 4.0 67 282 96 95 4370 532 88 Not Selected

10350 1165 5220 20 LOCHORE RD EVANS AVE DAVENPORT AVE 6 1 4.7 465 2,290 88 88 4370 532 88 Not Selected

706 673 5240 10 LOWER BENCH RD VANCOUVER AVE GRANDVIEW ST 3 1 9.0 132 1,243 92 92 4380 132 92 Not Selected

707 673 5250 10 LOWER BENCH RD GRANDVIEW ST BANKVIEW RD 3 1 9.2 74 715 90 89 4390 280 93 Not Selected

705 673 5250 20 LOWER BENCH RD BANKVIEW RD BANKVIEW RD 3 1 9.2 206 1,988 95 94 4390 280 93 Not Selected

340 1094 5260 10 LOWER BENCH RD BANKVIEW RD TUPPER AVE 4 1 9.6 396 3,996 96 95 4400 396 95 Not Selected

382 0 5270 10 LOWER BENCH RD TUPPER AVE CORBISHLEY AVE 6 1 5.8 1,417 8,616 77 76 4410 1,417 76 Fall Thru Yr 5

714 587 5290 10 LOWER TOWNLEY ST GWYER ST GUERNSEY AVE 5 1 7.0 387 2,849 83 83 4420 387 83 Fall Thru Yr 2

275 903 5300 10 LYON ST DEBECK RD MATSON AVE 5 1 9.8 104 1,076 94 94 4430 104 94 Not Selected

228 760 5320 10 MacCLEAVE AVE HALIFAX ST CARMI DR 3 1 11.4 112 1,338 87 87 4440 737 82 Fall Thru Yr 1

985 760 5320 20 MacCLEAVE AVE CARMI DR DARTMOUTH ST 3 1 11.4 88 1,057 87 87 4440 737 82 Fall Thru Yr 1

990 760 5320 30 MacCLEAVE AVE DARTMOUTH ST MONTREAL ST 3 1 11.4 115 1,374 80 79 4440 737 82 Fall Thru Yr 1

987 760 5320 40 MacCLEAVE AVE MONTREAL ST WOODLANDS DR 3 1 11.4 79 949 73 72 4440 737 82 Fall Thru Yr 1

993 760 5320 50 MacCLEAVE AVE WOODLANDS DR STEWARD PL 3 1 11.5 77 926 86 86 4440 737 82 Fall Thru Yr 1

994 760 5320 60 MacCLEAVE AVE STEWARD PL DUNANT CRES 3 1 11.2 45 528 82 82 4440 737 82 Fall Thru Yr 1

1002 760 5320 70 MacCLEAVE AVE DUNANT CRES MacCLEAVE CRT 3 1 11.2 55 644 82 82 4440 737 82 Fall Thru Yr 1

1000 760 5320 80 MacCLEAVE AVE MacCLEAVE CRT PINE ST 3 1 11.2 166 1,951 79 79 4440 737 82 Fall Thru Yr 1

996 760 5320 90 MacCLEAVE AVE PINE ST DUNANT CRES 3 1 11.0 93 1,080 56 55 4450 93 55 Fall Thru Yr 2

1004 760 5320 100 MacCLEAVE AVE DUNANT CRES CREIGHTON CRES 3 1 11.0 113 1,310 82 82 4460 294 81 Fall Thru Yr 1

1070 760 5320 110 MacCLEAVE AVE CREIGHTON CRES CREIGHTON CRES 3 1 11.6 91 1,113 81 80 4460 294 81 Fall Thru Yr 1

1069 760 5320 120 MacCLEAVE AVE CREIGHTON CRES COLUMBIA ST 3 1 11.5 89 1,073 79 79 4460 294 81 Fall Thru Yr 1

240 800 5340 10 MacCLEAVE CRT MacCLEAVE AVE NORTH END 5 1 11.4 97 1,170 80 80 4470 97 80 Fall Thru Yr 1

734 670 5350 10 MacDONALD PL WEST END MacDONALD ST 5 1 14.6 54 823 82 82 4480 54 82 Fall Thru Yr 1

740 586 5360 10 MacDONALD ST SOUTH END BARRINGTON AVE 5 1 12.7 71 949 76 76 4490 247 82 Fall Thru Yr 2

735 586 5360 20 MacDONALD ST BARRINGTON AVE MacDONALD PL 5 1 9.0 87 825 76 76 4490 247 82 Fall Thru Yr 2

732 586 5360 30 MacDONALD ST MacDONALD PL WESTMINSTER AVE E 5 1 8.7 89 809 96 96 4490 247 82 Fall Thru Yr 2

731 586 5370 10 MacDONALD ST WESTMINSTER AVE E McCAULEY PL 5 1 10.0 90 947 70 69 4500 137 71 Fall Thru Yr 1

728 586 5370 20 MacDONALD ST McCAULEY PL NORTH END 5 1 10.2 46 498 74 74 4500 137 71 Fall Thru Yr 1

332 1062 5390 10 MAIN ST SKAHA LAKE RD Mc DOUGALL AVE 1 1 18.2 114 2,177 62 61 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 69,668 69,668

331 1061 5390 20 MAIN ST Mc DOUGALL AVE WARREN AVE E 1 1 18.2 192 3,672 57 56 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 117,497 117,497

850 1060 5390 30 MAIN ST WARREN AVE E OKANAGAN AVE W 1 1 17.4 217 3,967 60 59 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 126,959 126,959

852 1060 5390 40 MAIN ST OKANAGAN AVE W ROSETOWN AVE 1 1 12.7 142 1,892 47 46 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 60,529 60,529

330 1060 5390 50 MAIN ST ROSETOWN AVE INDUSTRIAL AVE E 1 1 13.0 230 3,142 49 48 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 100,532 100,532

630 1044 5390 60 MAIN ST INDUSTRIAL AVE E GRANBY AVE 1 1 12.0 180 2,274 92 92 4520 237 90 Not Selected

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 14 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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628 1044 5390 70 MAIN ST GRANBY AVE CARMI AVE 1 1 12.2 57 731 84 84 4520 237 90 Not Selected

629 1044 5390 80 MAIN ST CARMI AVE DUNCAN AVE E 1 1 16.1 113 1,913 63 63 4530 208 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 17,695 17,695

632 1044 5390 90 MAIN ST DUNCAN AVE E MANOR PARK AVE 1 1 17.4 95 1,738 68 67 4530 208 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 16,078 16,078

610 1044 5390 100 MAIN ST MANOR PARK AVE CALGARY AVE 1 1 15.2 142 2,274 92 91 4540 327 90 Not Selected

326 1044 5390 110 MAIN ST CALGARY AVE PENTICTON AVE 1 1 12.0 95 1,194 92 92 4540 327 90 Not Selected

608 1042 5390 120 MAIN ST PENTICTON AVE EDNA AVE 1 1 12.4 90 1,169 85 85 4540 327 90 Not Selected

606 1042 5390 130 MAIN ST EDNA AVE PRESTON AVE 1 1 12.0 78 980 70 70 4550 402 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 9,065 9,065

325 1042 5390 140 MAIN ST PRESTON AVE EDMONTON AVE 1 1 12.0 139 1,759 68 68 4550 402 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 16,269 16,269

586 523 5390 150 MAIN ST EDMONTON AVE JERMYN AVE 1 1 12.8 185 2,482 61 60 4550 402 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 22,959 22,959

157 523 5400 10 MAIN ST JERMYN AVE FAIRVIEW RD 1 1 8.2 165 1,417 59 58 4560 239 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 45,337 45,337

580 1041 5400 20 MAIN ST FAIRVIEW RD ECKHARDT AVE W 1 1 15.8 74 1,229 52 52 4560 239 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 39,332 39,332

324 1040 5410 10 MAIN ST ECKHARDT AVE W WHITE AVE W 2 1 14.8 159 2,472 50 50 4570 488 47 3 Selected Yr 3 46 EM/FWM + Moderate Overlay (50 - 75) + Strctrl Ptch 0 95,165 95,165

542 544 5410 20 MAIN ST WHITE AVE W PADMORE AVE W 2 1 14.8 164 2,556 52 51 4570 488 47 3 Selected Yr 3 46 EM/FWM + Moderate Overlay (50 - 75) + Strctrl Ptch 0 98,403 98,403

537 544 5410 30 MAIN ST PADMORE AVE W WADE AVE E 2 1 14.3 165 2,470 41 41 4570 488 47 3 Selected Yr 3 46 EM/FWM + Moderate Overlay (50 - 75) + Strctrl Ptch 0 95,096 95,096

513 544 5420 10 MAIN ST WADE AVE E NANAIMO AVE W 2 1 14.0 212 3,111 57 56 4580 212 56 3 Selected Yr 3 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 89,440 89,440

506 544 5420 20 MAIN ST NANAIMO AVE W FRONT ST 2 1 14.0 164 2,410 85 85 4590 164 85 Fall Thru Yr 3

162 544 5430 10 MAIN ST FRONT ST LAKESHORE DR W 2 1 15.8 263 4,380 96 96 4600 263 96 Not Selected

578 0 5450 10 MAIN ST MARTIN ST INTERCHANGE MAIN ST FAIRVIEW RD 1 1 8.0 164 1,374 66 65 4610 164 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 12,705 12,705

390 0 5460 10 MAIN ST MARTIN ST INTERCHANGE FAIRVIEW RD MARTIN ST 1 1 9.9 99 1,031 89 89 4620 99 89 Not Selected

778 603 5480 10 MANITOBA ST CARMI AVE DUNCAN AVE E 5 1 10.7 185 2,074 79 79 4630 185 79 Not Selected

828 603 5490 10 MANITOBA ST DUNCAN AVE E MANOR PARK AVE 5 1 10.8 95 1,076 78 78 4640 746 83 Fall Thru Yr 2

808 603 5490 20 MANITOBA ST MANOR PARK AVE MUNICIPAL AVE 5 1 10.4 55 601 82 82 4640 746 83 Fall Thru Yr 2

814 603 5490 30 MANITOBA ST MUNICIPAL AVE BENNETT AVE 5 1 10.8 92 1,040 78 78 4640 746 83 Fall Thru Yr 2

807 603 5490 40 MANITOBA ST BENNETT AVE PENTICTON AVE 5 1 10.7 91 1,018 81 81 4640 746 83 Fall Thru Yr 2

803 603 5490 50 MANITOBA ST PENTICTON AVE EDNA AVE 5 1 10.8 89 1,014 89 89 4640 746 83 Fall Thru Yr 2

801 603 5490 60 MANITOBA ST EDNA AVE NELSON AVE 5 1 10.5 84 927 77 77 4640 746 83 Fall Thru Yr 2

799 603 5490 70 MANITOBA ST NELSON AVE EDMONTON AVE 5 1 10.6 154 1,716 97 96 4640 746 83 Fall Thru Yr 2

780 603 5490 80 MANITOBA ST EDMONTON AVE FORESTBROOK DR 5 1 10.7 86 968 75 75 4640 746 83 Fall Thru Yr 2

631 425 5500 10 MANOR PARK AVE MAIN ST MANITOBA ST 5 1 10.7 303 3,403 66 66 4650 303 66 Fall Thru Yr 4

449 114 5510 10 MAPLE ST BIRCH ST RENE AVE 5 1 10.7 84 941 89 89 4660 166 85 Fall Thru Yr 4

447 114 5510 20 MAPLE ST RENE AVE WESTMINSTER AVE E 5 1 10.7 83 929 82 82 4660 166 85 Fall Thru Yr 4

427 112 5520 10 MAPLE ST WESTMINSTER AVE E HEALES AVE 5 1 10.7 81 913 77 76 4670 170 70 Not Selected

431 112 5520 20 MAPLE ST HEALES AVE ALEXANDER AVE 5 1 10.7 88 991 64 64 4670 170 70 Not Selected

366 1189 5540 10 MARINA WAY ELLIS ST ABBOTT ST 2 1 9.7 262 2,669 82 82 4680 341 84 Fall Thru Yr 3

496 1189 5540 20 MARINA WAY ABBOTT ST NE END 2 1 8.3 79 687 91 91 4680 341 84 Fall Thru Yr 3

574 516 5560 10 MARTIN ST FAIRVIEW RD ECKHARDT AVE W 2 1 5.6 194 1,143 75 74 4690 194 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,143 9,143

579 569 5570 10 MARTIN ST AIN ST MARTIN ST INTERCHANG WHITE AVE W 2 1 11.2 159 1,867 64 64 4700 488 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 15,867 15,867

540 569 5570 20 MARTIN ST WHITE AVE W ORCHARD AVE 2 1 11.3 98 1,169 63 62 4700 488 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,933 9,933

541 569 5570 30 MARTIN ST ORCHARD AVE PADMORE AVE W 2 1 11.8 66 815 58 57 4700 488 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 6,926 6,926

531 569 5570 40 MARTIN ST PADMORE AVE W WADE AVE W 2 1 11.6 165 2,014 59 59 4700 488 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 17,120 17,120

533 569 5580 10 MARTIN ST WADE AVE W NANAIMO AVE W 2 1 11.2 211 2,475 56 56 4710 375 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 21,040 21,040

504 569 5580 20 MARTIN ST NANAIMO AVE W WESTMINSTER AVE E 2 1 11.6 165 2,006 77 77 4710 375 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 17,053 17,053

503 569 5590 10 MARTIN ST WESTMINSTER AVE E ESTABROOK AVE 2 1 11.6 85 1,038 75 75 4720 274 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 8,822 8,822

171 569 5590 20 MARTIN ST ESTABROOK AVE LAKESHORE DR W 2 1 11.3 189 2,247 78 78 4720 274 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 19,096 19,096

967 856 5610 10 MATSON AVE EDGEWOOD DR LYON ST 5 1 9.7 97 989 75 75 4730 152 75 Fall Thru Yr 4

965 856 5610 20 MATSON AVE LYON ST DEBECK RD 5 1 9.7 55 556 75 75 4730 152 75 Fall Thru Yr 4

274 900 5620 10 MATSON PL DEBECK RD NE END 5 1 10.3 116 1,246 94 94 4740 116 94 Not Selected

38 118 5630 10 MAURICE ST ORCHARD AVE WADE AVE W 5 1 8.3 219 1,907 96 95 4750 219 95 Not Selected

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 15 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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299 975 5650 10 MAYNARD RD WEST END NARAMATA RD 6 1 4.0 247 1,035 81 81 4760 247 81 Fall Thru Yr 1

138 416 5670 10 Mc DOUGALL AVE MAIN ST EAST END 2 1 10.1 77 816 61 61 4770 77 61 Fall Thru Yr 1

730 917 5690 10 McCAULEY PL WEST END MacDONALD ST 5 1 16.2 30 516 81 81 4780 30 81 Fall Thru Yr 1

271 893 5700 10 McCONNACHIE PL SOUTH END WESTMINSTER AVE E 5 1 11.9 119 1,487 79 79 4790 119 79 Not Selected

92 288 5710 10 McCULLOCH DR McGRAW ST McGREGOR DR 5 1 10.4 136 1,480 86 86 4800 274 89 Not Selected

662 288 5710 20 McCULLOCH DR McGREGOR DR McKENZIE ST 5 1 10.5 139 1,532 92 92 4800 274 89 Not Selected

93 289 5720 10 McGRAW CRT McGRAW ST EAST END 5 1 14.2 54 801 81 81 4810 54 81 Fall Thru Yr 1

652 296 5740 10 McGRAW ST BRANDON AVE McKENZIE ST 3 1 11.7 91 1,121 81 81 4820 412 80 Not Selected

667 296 5740 20 McGRAW ST McKENZIE ST McKEEN PL 3 1 11.4 82 976 79 79 4820 412 80 Not Selected

666 296 5740 30 McGRAW ST McKEEN PL McGRAW CRT 3 1 11.5 165 1,994 81 80 4820 412 80 Not Selected

665 296 5740 40 McGRAW ST McGRAW CRT CORNWALL DR 3 1 11.7 74 912 77 77 4820 412 80 Not Selected

661 296 5750 10 McGRAW ST CORNWALL DR KIRKPATRICK AVE 3 1 11.6 86 1,048 81 81 4830 169 81 Fall Thru Yr 1

658 296 5750 20 McGRAW ST KIRKPATRICK AVE KINNEY AVE 3 1 11.5 83 1,000 82 82 4830 169 81 Fall Thru Yr 1

96 300 5770 10 McGREGOR DR McKENZIE ST McCULLOCH DR 5 1 9.1 167 1,595 96 95 4840 167 95 Not Selected

88 266 5780 10 McINTYRE PL WEST END CORNWALL DR 5 1 15.1 58 921 64 63 4850 58 63 Fall Thru Yr 2

94 290 5790 10 McKEEN PL McGRAW ST NE END 5 1 12.0 111 1,398 77 76 4860 111 76 Fall Thru Yr 5

119 356 5800 10 McKENZIE ST McGRAW ST McGREGOR DR 5 1 10.4 280 3,058 82 82 4870 650 79 Not Selected

664 356 5800 20 McKENZIE ST McGREGOR DR McCULLOCH DR 5 1 10.5 154 1,701 75 75 4870 650 79 Not Selected

663 356 5800 30 McKENZIE ST McCULLOCH DR KIRKPATRICK AVE 5 1 10.5 103 1,134 76 76 4870 650 79 Not Selected

654 356 5800 40 McKENZIE ST KIRKPATRICK AVE KINNEY AVE 5 1 10.4 113 1,229 80 80 4870 650 79 Not Selected

306 988 5810 10 McLEAN AVE BRACEWELL DR CLELAND DR 5 1 8.8 84 774 80 79 4880 84 79 Not Selected

286 943 5830 10 McMILLAN AVE UPPER BENCH RD N RESERVOIR RD 4 1 10.3 290 3,136 79 79 4890 290 79 Not Selected

273 899 5860 10 McPHERSON CRES DEBECK RD EAST END 5 1 11.3 513 6,086 91 91 4900 513 91 Not Selected

951 934 5870 10 McPHERSON PL PENTICTON AVE NORTH END 5 1 14.0 72 1,054 71 70 4910 72 70 Fall Thru Yr 1

1145 918 5890 10 MIDDLE BENCH RD N MIDDLE BENCH RD S TUPPER AVE 4 1 8.8 683 6,313 81 80 4920 683 80 Fall Thru Yr 1

930 1168 5900 10 MIDDLE BENCH RD N TUPPER AVE MUNSON MNT. RD 4 1 9.4 544 5,365 94 94 4930 544 94 Not Selected

369 879 5920 10 MIDDLE BENCH RD S JOHNSON RD ANDREW PL 3 1 8.6 106 952 69 68 4940 294 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 7,857 7,857

934 879 5920 20 MIDDLE BENCH RD S ANDREW PL WESTMINSTER AVE E 3 1 8.5 188 1,678 62 61 4940 294 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 13,846 13,846

379 918 5930 10 MIDDLE BENCH RD S WESTMINSTER AVE E MIDDLE BENCH RD N 4 1 12.4 277 3,608 79 79 4950 277 79 Not Selected

294 960 5950 10 MIDLAND RD FLEET RD NORTH END 6 1 3.2 207 695 80 80 4960 207 80 Fall Thru Yr 1

729 917 5970 10 MILLAR PL MacDONALD ST EAST END 5 1 17.4 26 466 93 93 4970 26 93 Not Selected

736 693 5980 10 MITCHELL PL WESTMINSTER AVE E NORTH END 5 1 16.8 45 785 85 85 4980 45 85 Fall Thru Yr 4

977 705 5990 10 MONTREAL ST MacCLEAVE AVE ROSS AVE 5 1 8.9 115 1,075 67 67 4990 270 68 Fall Thru Yr 5

986 705 5990 20 MONTREAL ST ROSS AVE NORTH END 5 1 8.9 155 1,446 70 70 4990 270 68 Fall Thru Yr 5

478 97 6010 10 MOOSEJAW ST DUNCAN AVE W DOUGLAS AVE 3 1 10.0 101 1,065 68 68 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 8,785 8,785

481 97 6010 20 MOOSEJAW ST DOUGLAS AVE CONKLIN AVE 3 1 10.3 123 1,336 71 70 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,020 11,020

477 95 6010 30 MOOSEJAW ST CONKLIN AVE WINDSOR AVE 3 1 10.0 142 1,494 75 75 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 12,327 12,327

480 94 6010 40 MOOSEJAW ST WINDSOR AVE SCOTT AVE 3 1 10.3 151 1,629 71 70 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 13,436 13,436

32 100 6010 50 MOOSEJAW ST SCOTT AVE WOODRUFF AVE 3 1 10.2 119 1,277 89 88 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 10,532 10,532

11 29 6010 60 MOOSEJAW ST WOODRUFF AVE ECKHARDT AVE W 3 1 10.1 99 1,051 94 94 5010 99 94 Not Selected

810 407 6030 10 MUNICIPAL AVE MANITOBA ST LEIR ST 5 1 10.7 92 1,029 94 93 5020 285 94 Not Selected

813 407 6030 20 MUNICIPAL AVE LEIR ST BALFOUR ST 5 1 10.9 95 1,088 95 94 5020 285 94 Not Selected

812 407 6030 30 MUNICIPAL AVE BALFOUR ST GOVERNMENT ST 5 1 10.6 99 1,097 96 95 5020 285 94 Not Selected

819 197 6040 10 MUNICIPAL AVE GOVERNMENT ST KING ST 5 1 11.8 89 1,106 77 77 5030 590 70 Not Selected

815 197 6040 20 MUNICIPAL AVE KING ST CHURCH ST 5 1 11.0 143 1,653 65 65 5030 590 70 Not Selected

960 197 6040 30 MUNICIPAL AVE CHURCH ST KILLARNEY ST 5 1 10.6 87 967 75 75 5030 590 70 Not Selected

961 197 6040 40 MUNICIPAL AVE KILLARNEY ST KILWINNING ST 5 1 10.4 95 1,032 72 72 5030 590 70 Not Selected

964 197 6040 50 MUNICIPAL AVE KILWINNING ST KENSINGTON ST 5 1 10.4 94 1,029 62 62 5030 590 70 Not Selected

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 16 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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63 197 6040 60 MUNICIPAL AVE KENSINGTON ST EDGEWOOD DR 5 1 10.4 81 889 72 72 5030 590 70 Not Selected

929 1168 6060 10 MUNSON AVE MUNSON MNT. RD UPPER BENCH RD N 4 1 8.7 415 3,787 79 79 5040 415 79 Not Selected

8 13 6080 10 MUNSON MNT. RD MUNSON AVE NORTH END 6 1 5.4 183 1,036 54 54 5050 183 54 Fall Thru Yr 2

78 243 6100 10 MURRAY DR CORNWALL DR NICHOLSON ST 5 1 8.8 132 1,220 77 76 5060 513 79 Not Selected

668 243 6100 20 MURRAY DR NICHOLSON ST CORNWALL DR 5 1 8.6 381 3,437 80 80 5060 513 79 Not Selected

252 825 6140 10 NAGLE PL NW END NAISH DR 5 1 11.0 111 1,288 78 78 5070 111 78 Not Selected

254 827 6150 10 NAISH DR WEST END PINE ST 5 1 12.2 82 1,051 96 95 5080 495 95 Not Selected

998 827 6150 20 NAISH DR PINE ST NAGLE PL 5 1 8.8 258 2,385 96 95 5080 495 95 Not Selected

1065 827 6150 30 NAISH DR NAGLE PL COLUMBIA ST 5 1 9.0 155 1,467 95 94 5080 495 95 Not Selected

161 543 6170 10 NANAIMO AVE E MAIN ST ROBINSON ST 2 1 12.0 90 1,140 87 87 5090 145 80 Fall Thru Yr 1

514 543 6170 20 NANAIMO AVE E ROBINSON ST ELLIS ST 2 1 17.6 54 1,003 73 72 5090 145 80 Fall Thru Yr 1

160 535 6180 10 NANAIMO AVE E ELLIS ST VAN HORNE ST 2 1 17.6 101 1,866 71 71 5100 101 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 15,860 15,860

166 557 6190 10 NANAIMO AVE E VAN HORNE ST ABBOTT ST 3 1 10.0 102 1,075 77 77 5110 102 77 Fall Thru Yr 5

526 452 6200 10 NANAIMO AVE E ABBOTT ST NORTON ST 5 1 11.5 99 1,190 78 78 5120 99 78 Not Selected

716 625 6210 10 NANAIMO AVE E GWYER ST CAMBIE ST 5 1 6.2 111 721 55 54 5130 183 61 Fall Thru Yr 1

715 625 6210 20 NANAIMO AVE E CAMBIE ST FARRELL ST 5 1 6.0 72 452 73 73 5130 183 61 Fall Thru Yr 1

438 31 6220 10 NANAIMO AVE W HAYNES ST BRUNSWICK ST 5 1 10.6 93 1,032 91 91 5140 93 91 Not Selected

439 494 6230 10 NANAIMO AVE W BRUNSWICK ST WINNIPEG ST 2 1 11.6 131 1,593 77 77 5150 131 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 13,540 13,540

535 494 6240 10 NANAIMO AVE W WINNIPEG ST MARTIN ST 2 1 11.5 129 1,555 65 64 5160 129 64 Not Selected

534 494 6250 10 NANAIMO AVE W MARTIN ST MAIN ST 2 1 10.8 87 986 61 61 5170 87 61 Fall Thru Yr 1

288 948 6270 10 NARAMATA RD RESERVOIR RD RANDOLPH RD 4 1 8.7 668 6,092 86 86 5180 668 86 Fall Thru Yr 4

1052 948 6270 20 NARAMATA RD RANDOLPH RD EVANS AVE 4 1 9.0 815 7,694 80 80 5190 815 80 Not Selected

1051 963 6270 30 NARAMATA RD EVANS AVE DAVENPORT AVE 4 1 9.0 455 4,300 76 76 5200 978 77 Fall Thru Yr 5

1050 964 6270 40 NARAMATA RD DAVENPORT AVE CHAPMAN RD 4 1 9.4 365 3,593 76 76 5200 978 77 Fall Thru Yr 5

1049 964 6270 50 NARAMATA RD CHAPMAN RD TODD RD 4 1 9.2 158 1,527 83 83 5200 978 77 Fall Thru Yr 5

1046 964 6280 10 NARAMATA RD TODD RD POPLAR GROVE RD 4 1 9.1 107 1,025 72 72 5210 906 83 Fall Thru Yr 2

1047 964 6280 20 NARAMATA RD POPLAR GROVE RD OHLHAUSEN RD 4 1 8.7 319 2,908 88 88 5210 906 83 Fall Thru Yr 2

1048 964 6280 30 NARAMATA RD OHLHAUSEN RD RIDDLE RD 4 1 9.7 359 3,652 84 84 5210 906 83 Fall Thru Yr 2

296 967 6280 40 NARAMATA RD RIDDLE RD THREE MILE RD 4 1 9.6 122 1,225 82 81 5210 906 83 Fall Thru Yr 2

925 949 6280 50 NARAMATA RD FLEET RD THREE MILE RD 4 1 9.1 273 2,608 80 80 5220 1,012 86 Fall Thru Yr 5

924 949 6280 60 NARAMATA RD FLEET RD SUTHERLAND RD 4 1 9.6 299 3,012 87 87 5220 1,012 86 Fall Thru Yr 5

922 949 6280 70 NARAMATA RD SUTHERLAND RD MAYNARD RD 4 1 10.2 441 4,724 89 89 5220 1,012 86 Fall Thru Yr 5

921 949 6280 80 NARAMATA RD MAYNARD RD PEARSON RD 4 1 9.7 716 7,282 79 79 5230 875 78 Not Selected

289 949 6280 90 NARAMATA RD PEARSON RD NORTH END 4 1 9.8 160 1,644 78 78 5230 875 78 Not Selected

605 461 6300 10 NELSON AVE PRESTON AVE MANITOBA ST 5 1 10.6 303 3,376 78 78 5240 593 79 Not Selected

795 596 6300 20 NELSON AVE MANITOBA ST GOVERNMENT ST 5 1 10.1 290 3,071 81 81 5240 593 79 Not Selected

798 643 6310 10 NELSON AVE GOVERNMENT ST KING ST 5 1 10.5 80 888 69 68 5250 427 67 Fall Thru Yr 5

792 643 6310 20 NELSON AVE KING ST QUEEN ST 5 1 10.2 100 1,077 53 52 5250 427 67 Fall Thru Yr 5

791 643 6310 30 NELSON AVE QUEEN ST KILLARNEY ST 5 1 10.2 57 609 56 55 5250 427 67 Fall Thru Yr 5

790 643 6310 40 NELSON AVE KILLARNEY ST KILWINNING ST 5 1 11.0 95 1,095 73 73 5250 427 67 Fall Thru Yr 5

183 643 6310 50 NELSON AVE KILWINNING ST KENSINGTON ST 5 1 11.0 94 1,090 82 82 5250 427 67 Fall Thru Yr 5

97 304 6320 10 NESBITT CRES FAIRFORD DR FAIRFORD DR 5 1 9.0 303 2,860 97 96 5260 303 96 Not Selected

77 242 6330 10 NICHOLSON PL WEST END NICHOLSON ST 5 1 15.9 46 764 69 69 5270 46 69 Fall Thru Yr 5

669 241 6340 10 NICHOLSON ST MURRAY DR NICHOLSON PL 5 1 9.0 75 708 86 86 5280 225 78 Not Selected

76 241 6340 20 NICHOLSON ST NICHOLSON PL FALCON CRT 5 1 9.0 150 1,420 75 74 5280 225 78 Not Selected

525 617 6350 10 NORTON ST WADE AVE E NANAIMO AVE E 5 1 11.4 177 2,116 78 78 5290 350 79 Not Selected

523 582 6350 20 NORTON ST NANAIMO AVE E WESTMINSTER AVE E 5 1 7.3 174 1,333 81 81 5290 350 79 Not Selected

524 582 6360 10 NORTON ST WESTMINSTER AVE E NORTH END 5 1 7.0 101 741 68 68 5300 101 68 Fall Thru Yr 5

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City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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1122 76 6370 10 OAKVILLE ST SOUTH END FAIRWAY AVE 5 1 4.3 47 212 66 66 5310 183 67 Fall Thru Yr 4

1125 76 6370 20 OAKVILLE ST FAIRWAY AVE KAMLOOPS AVE 5 1 9.8 136 1,401 67 67 5310 183 67 Fall Thru Yr 4

1124 76 6370 30 OAKVILLE ST KAMLOOPS AVE REVELSTOKE AVE 5 1 8.0 83 698 97 96 5320 256 89 Not Selected

1123 76 6370 40 OAKVILLE ST REVELSTOKE AVE CHASE AVE 5 1 8.4 85 752 92 92 5320 256 89 Not Selected

459 76 6370 50 OAKVILLE ST CHASE AVE HWY 97 5 1 7.2 88 663 80 79 5320 256 89 Not Selected

297 968 6390 10 OHLHAUSEN RD WEST END NARAMATA RD 6 1 3.8 149 595 68 68 5330 149 68 Fall Thru Yr 5

230 765 6410 10 OKANAGAN AVE E MAIN ST AMHERST ST 2 1 11.0 153 1,762 79 79 5340 646 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 14,977 14,977

857 765 6410 20 OKANAGAN AVE E AMHERST ST SUMAC ST 2 1 12.0 111 1,395 84 84 5340 646 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 11,859 11,859

858 765 6410 30 OKANAGAN AVE E SUMAC ST CAMROSE AVE 2 1 12.0 152 1,911 86 86 5340 646 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 16,243 16,243

860 765 6410 40 OKANAGAN AVE E CAMROSE AVE GOVERNMENT ST 2 1 12.7 231 3,087 70 70 5340 646 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 26,242 26,242

868 765 6420 10 OKANAGAN AVE E GOVERNMENT ST BARNES ST 2 1 11.7 175 2,154 91 91 5350 175 91 Not Selected

1014 765 6420 20 OKANAGAN AVE E BARNES ST INDUSTRIAL AVE E 2 1 12.0 39 489 76 76 5360 215 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 4,155 4,155

1011 710 6420 30 OKANAGAN AVE E INDUSTRIAL AVE E DARTMOUTH RD 2 1 12.0 176 2,223 71 71 5360 215 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 18,893 18,893

204 710 6420 40 OKANAGAN AVE E DARTMOUTH RD EAST END 2 1 12.6 705 9,290 93 93 5370 705 93 Not Selected

137 413 6440 10 OKANAGAN AVE W CHATHAM ST QUEBEC ST 5 1 9.7 143 1,457 77 77 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,290 11,290

640 413 6440 20 OKANAGAN AVE W QUEBEC ST FAIRFORD DR 5 1 9.7 76 773 66 66 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 5,990 5,990

636 413 6440 30 OKANAGAN AVE W FAIRFORD DR WYLES CRES 5 1 9.7 69 702 81 81 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 5,440 5,440

637 413 6440 40 OKANAGAN AVE W WYLES CRES BRUCE CRT 5 1 9.7 48 491 75 75 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 3,803 3,803

638 413 6440 50 OKANAGAN AVE W BRUCE CRT ATKINSON ST 5 1 9.7 91 924 69 69 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 7,164 7,164

847 413 6450 10 OKANAGAN AVE W ATKINSON ST MAIN ST 5 1 9.6 293 2,958 63 63 5390 293 63 Fall Thru Yr 2

380 629 6460 10 ONTARIO ST FORESTBROOK DR ECKHARDT AVE E 5 1 10.8 367 4,158 82 82 5400 367 82 Fall Thru Yr 1

462 116 6470 10 ORCHARD AVE ECKHARDT AVE W CARIBOU ST 5 1 8.8 34 317 72 72 5410 34 72 Fall Thru Yr 1

463 116 6470 20 ORCHARD AVE CARIBOU ST MAURICE ST 5 1 9.5 95 945 38 37 5420 95 37 5 Selected Yr 5 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 38,734 38,734

466 116 6470 30 ORCHARD AVE MAURICE ST YOUNG ST 5 1 9.9 94 979 70 70 5430 465 66 Fall Thru Yr 4

465 116 6470 40 ORCHARD AVE YOUNG ST HANSEN ST 5 1 9.7 95 963 68 68 5430 465 66 Fall Thru Yr 4

469 116 6470 50 ORCHARD AVE HANSEN ST LATIMER ST 5 1 9.7 41 420 53 53 5430 465 66 Fall Thru Yr 4

154 500 6470 60 ORCHARD AVE LATIMER ST TENNIS ST 5 1 9.5 54 536 57 56 5430 465 66 Fall Thru Yr 4

528 500 6470 70 ORCHARD AVE TENNIS ST WINNIPEG ST 5 1 9.5 181 1,810 71 70 5430 465 66 Fall Thru Yr 4

147 478 6490 10 ORCHARD AVE WINNIPEG ST MARTIN ST 2 1 9.7 129 1,314 80 80 5440 129 80 Not Selected

947 876 6510 10 ORILLIA ST JAMES ST FORESTBROOK DR 5 1 8.9 185 1,729 80 79 5450 185 79 Not Selected

23 65 6520 10 PACIFIC CRES HWY 97 ECKHARDT AVE W 5 1 7.4 298 2,321 76 76 5460 298 76 Fall Thru Yr 4

543 533 6540 10 PADMORE AVE E MAIN ST ELLIS ST 2 1 11.5 87 1,045 78 78 5470 172 79 Not Selected

551 533 6540 20 PADMORE AVE E ELLIS ST VAN HORNE AVE 2 1 10.5 85 941 81 81 5470 172 79 Not Selected

165 554 6550 10 PADMORE AVE E VAN HORNE AVE BRAID ST 5 1 10.5 85 942 82 81 5480 171 79 Not Selected

556 554 6550 20 PADMORE AVE E BRAID ST PAPINEAU ST 5 1 10.5 85 943 77 77 5480 171 79 Not Selected

159 533 6570 10 PADMORE AVE W MARTIN ST MAIN ST 2 1 11.1 87 1,012 66 66 5490 87 66 Fall Thru Yr 3

227 756 6580 10 PAGE AVE WEST END DARTMOUTH RD 2 1 10.5 94 1,034 61 61 5500 94 61 Fall Thru Yr 1

766 615 6600 10 PAPINEAU ST ECKHARDT AVE E WHITE AVE E 5 1 10.6 159 1,768 85 85 5510 369 91 Not Selected

558 615 6600 20 PAPINEAU ST WHITE AVE E PADMORE AVE E 5 1 10.8 165 1,865 96 96 5510 369 91 Not Selected

553 615 6600 30 PAPINEAU ST PADMORE AVE E GOVERNMENT ST 5 1 10.8 45 513 92 92 5510 369 91 Not Selected

278 908 6610 10 PARHAM PL SOUTH END PENTICTON AVE 5 1 13.2 44 608 66 65 5520 44 65 Fall Thru Yr 3

81 248 6630 10 PARIS ST SE END WATERFORD AVE 3 1 12.3 101 1,302 85 84 5530 101 84 Fall Thru Yr 3

685 255 6630 20 PARIS ST WATERFORD AVE GREEN AVE W 3 1 8.1 265 2,257 60 60 5540 265 60 Fall Thru Yr 1

701 153 6650 10 PARKVIEW ST SOUTH END ELM AVE 5 1 13.8 104 1,505 97 96 5550 224 94 Not Selected

699 153 6650 20 PARKVIEW ST ELM AVE LEE AVE 5 1 11.6 120 1,458 92 92 5550 224 94 Not Selected

476 74 6670 10 PARKWAY PL WEST END HWY 97 2 1 15.0 80 1,264 70 70 5560 80 70 Fall Thru Yr 5

130 389 6690 10 PARMLEY PL SOUTH MAIN ST EAST END 5 1 15.4 33 535 76 75 5570 33 75 Fall Thru Yr 4

367 1167 6710 10 PARTRIDGE DR EVERGREEN DR NE END 3 1 11.7 363 4,465 89 89 5580 363 89 Not Selected

Page 112: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 18 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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10300 978 5210 20 PEARSON RD LINDSAY RD NARAMATA RD 6 1 4.6 229 1,104 91 91 5590 229 91 Not Selected

300 978 6730 10 PEARSON RD WEST END LINDSAY RD 6 1 4.5 43 204 93 92 5600 43 92 Not Selected

202 708 6750 10 PENROSE CRT EVERGREEN DR NW END 5 1 11.4 186 2,226 93 93 5610 186 93 Not Selected

804 453 6760 10 PENTICTON AVE MAIN ST MANITOBA ST 5 1 11.0 301 3,474 87 87 5620 586 82 Fall Thru Yr 1

609 453 6760 20 PENTICTON AVE MANITOBA ST GOVERNMENT ST 5 1 11.0 285 3,295 77 76 5620 586 82 Fall Thru Yr 1

182 632 6770 10 PENTICTON AVE GOVERNMENT ST KING ST 3 1 11.8 92 1,134 87 87 5630 645 77 Fall Thru Yr 5

824 632 6770 20 PENTICTON AVE KING ST QUEEN ST 3 1 10.3 93 1,003 80 79 5630 645 77 Fall Thru Yr 5

825 632 6770 30 PENTICTON AVE QUEEN ST KILLARNEY ST 3 1 10.3 95 1,027 78 78 5630 645 77 Fall Thru Yr 5

826 632 6770 40 PENTICTON AVE KILLARNEY ST KILWINNING ST 3 1 9.8 95 977 72 71 5630 645 77 Fall Thru Yr 5

955 632 6770 50 PENTICTON AVE KILWINNING ST KENSINGTON ST 3 1 10.1 94 998 71 70 5630 645 77 Fall Thru Yr 5

957 632 6770 60 PENTICTON AVE KENSINGTON ST EDGEWOOD DR 3 1 10.1 177 1,871 77 77 5630 645 77 Fall Thru Yr 5

974 632 6780 10 PENTICTON AVE EDGEWOOD DR DEBECK RD 3 1 10.6 164 1,825 79 79 5640 321 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 13,687 13,687

954 901 6780 20 PENTICTON AVE DEBECK RD PARHAM PL 3 1 11.0 157 1,815 73 72 5640 321 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 13,614 13,614

952 901 6780 30 PENTICTON AVE PARHAM PL McPHERSON PL 3 1 11.0 126 1,457 65 65 5650 1,047 79 Not Selected

283 937 6780 40 PENTICTON AVE McPHERSON PL EAST END 3 1 8.9 921 8,604 81 81 5650 1,047 79 Not Selected

146 475 6800 10 PERKINS CRES NW END WINNIPEG ST 5 1 9.2 146 1,408 66 66 5660 146 66 Fall Thru Yr 4

118 352 6810 10 PHOENIX AVE GREER ST ATKINSON ST 5 1 8.9 260 2,426 55 54 5670 260 54 Fall Thru Yr 2

180 627 6820 10 PICKERING ST HAVEN HILL RD WADE AVE E 5 1 9.4 353 3,479 74 74 5680 353 74 Fall Thru Yr 3

200 699 6830 10 PINE ST DUNANT CRES MacCLEAVE AVE 5 1 10.7 122 1,372 84 83 5690 122 83 Fall Thru Yr 3

997 699 6840 10 PINE ST MacCLEAVE AVE NAISH DR 5 1 8.7 79 724 95 94 5700 246 95 Not Selected

999 699 6840 20 PINE ST NAISH DR WOODLANDS PL 5 1 9.0 79 750 96 95 5700 246 95 Not Selected

980 699 6840 30 PINE ST WOODLANDS PL DUNCAN AVE E 5 1 9.1 87 832 96 95 5700 246 95 Not Selected

1129 909 6850 10 PINE ST DUNCAN AVE E RIDGEDALE AVE 5 1 8.2 109 941 56 55 5710 109 55 Fall Thru Yr 3

885 391 6860 10 PINEVIEW PL PINEVIEW RD NORTH END 5 1 14.0 73 1,077 83 83 5720 73 83 Fall Thru Yr 2

388 361 6880 10 PINEVIEW RD SOUTH MAIN ST PINEVIEW PL 3 1 11.2 82 961 71 71 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 7,207 7,207

891 361 6880 20 PINEVIEW RD PINEVIEW PL CRAIG DR 3 1 11.4 71 846 75 75 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,345 6,345

892 361 6880 30 PINEVIEW RD CRAIG DR DAFOE ST 3 1 11.5 126 1,518 72 72 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 11,383 11,383

893 361 6880 40 PINEVIEW RD DAFOE ST CORRY PL 3 1 11.3 31 369 67 67 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 2,766 2,766

895 361 6880 50 PINEVIEW RD CORRY PL GARDNER CRT 3 1 11.8 128 1,583 71 70 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 11,874 11,874

898 361 6880 60 PINEVIEW RD GARDNER CRT BRENTVIEW PL 3 1 11.3 68 802 73 72 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,018 6,018

902 361 6880 70 PINEVIEW RD BRENTVIEW PL DARTMOUTH DR 3 1 12.5 232 3,041 67 67 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 22,807 22,807

1034 728 6890 10 PINEVIEW RD DARTMOUTH DR LAUREL PL 3 1 11.4 181 2,164 80 80 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 16,230 16,230

1039 728 6890 20 PINEVIEW RD CEDAR RD LAUREL PL 3 1 7.4 331 2,573 76 76 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 19,298 19,298

1042 811 6890 30 PINEVIEW RD GORDON PL 102-198 CEDAR RD 3 1 8.0 78 653 80 79 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 4,898 4,898

1041 811 6890 40 PINEVIEW RD GORDON PL 102-198 JUNIPER DR 3 1 12.0 80 1,015 64 64 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 7,611 7,611

1043 811 6890 50 PINEVIEW RD JUNIPER DR EVERGREEN DR 3 1 11.7 99 1,220 82 82 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 9,153 9,153

246 812 6910 10 PONDEROSA PL BALSAM AVE NW END 5 1 13.7 80 1,146 75 75 5750 80 75 Fall Thru Yr 4

293 954 6930 10 POPLAR GROVE RD WEST END NARAMATA RD 6 1 5.2 363 1,988 85 85 5760 363 85 Fall Thru Yr 4

22 64 6950 10 POWER ST WADE AVE W BIRCH ST 2 1 10.5 210 2,317 76 76 5770 388 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 18,538 18,538

341 1110 6950 20 POWER ST BIRCH ST WESTMINSTER AVE E 2 1 11.0 178 2,062 75 75 5770 388 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 16,494 16,494

430 86 6960 10 POWER ST WESTMINSTER AVE E DYNES AVE 2 1 11.0 202 2,331 48 47 5780 202 47 3 Selected Yr 3 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 115,360 115,360

429 86 6960 20 POWER ST DYNES AVE ALEXANDER AVE 2 1 16.3 35 601 73 72 5790 223 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 4,810 4,810

421 86 6960 30 POWER ST ALEXANDER AVE CHURCHILL AVE 2 1 16.3 64 1,089 73 73 5790 223 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 8,709 8,709

416 61 6960 40 POWER ST CHURCHILL AVE LAKESHORE DR W 2 1 10.9 124 1,423 79 79 5790 223 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 11,385 11,385

1130 514 6980 10 PRESTON AVE FAIRVIEW RD WEYBURN ST 5 1 9.9 139 1,447 94 93 5800 258 82 Fall Thru Yr 1

156 514 6980 20 PRESTON AVE WEYBURN ST MAIN ST 5 1 9.7 119 1,210 68 68 5800 258 82 Fall Thru Yr 1

650 339 6990 10 QUEBEC ST WARREN AVE W ROY AVE 5 1 12.0 110 1,387 66 65 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 10,750 10,750

649 339 6990 20 QUEBEC ST ROY AVE ROY AVE 5 1 12.1 36 452 70 70 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 3,505 3,505

Page 113: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 19 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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641 339 6990 30 QUEBEC ST ROY AVE COLDRON CRT 5 1 12.1 75 949 67 67 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 7,351 7,351

635 339 6990 40 QUEBEC ST COLDRON CRT OKANAGAN AVE W 5 1 12.3 73 943 66 65 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 7,311 7,311

111 339 6990 50 QUEBEC ST OKANAGAN AVE W INDUSTRIAL AVE W 5 1 12.2 283 3,619 79 78 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 28,044 28,044

184 644 7000 10 QUEEN ST PENTICTON AVE NELSON AVE 5 1 8.8 175 1,615 83 83 5820 247 77 Fall Thru Yr 5

793 644 7000 20 QUEEN ST NELSON AVE NORTH END 5 1 12.1 73 924 68 68 5820 247 77 Fall Thru Yr 5

2 3 7020 10 RANDOLPH RD NARAMATA RD EAST END 6 1 6.3 365 2,403 82 82 5830 365 82 Fall Thru Yr 1

755 885 7040 10 REDLANDS RD HEATHER RD TRURO ST 5 1 11.4 87 1,044 97 96 5840 176 96 Not Selected

375 885 7040 20 REDLANDS RD TRURO ST ALDER ST 5 1 11.4 89 1,064 97 96 5840 176 96 Not Selected

267 881 7050 10 REDLANDS RD ALDER ST EAST END 5 1 9.6 186 1,877 92 92 5850 186 92 Not Selected

1109 802 7060 10 REDWOOD RD SE END EVERGREEN DR 5 1 9.4 36 360 96 95 5860 36 95 Not Selected

594 517 7070 10 REGINA AVE FAIRVIEW RD WEYBURN ST 5 1 8.8 173 1,599 78 78 5870 173 78 Not Selected

444 105 7080 10 RENE AVE MAPLE ST RIGSBY ST 5 1 7.1 123 918 72 72 5880 202 72 Fall Thru Yr 1

443 121 7080 20 RENE AVE RIGSBY ST EAST END 5 1 7.1 79 591 73 72 5880 202 72 Fall Thru Yr 1

3 4 7100 10 RESERVOIR RD NARAMATA RD RESERVOIR RD 4 1 7.4 607 4,723 49 48 5890 607 48 4 Selected Yr 4 50 FWM + Thick Overlay (> 50 - 75) 0 165,291 165,291

385 1199 7100 20 RESERVOIR RD RESERVOIR RD SPILLER RD 4 1 6.8 1,239 8,841 38 37 5900 1,239 37 5 Selected Yr 5 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 327,132 327,132

26 77 7120 10 REVELSTOKE AVE OAKVILLE ST EAST END 5 1 7.1 141 1,048 78 78 5910 141 78 Not Selected

295 965 7140 10 RIDDLE RD NARAMATA RD NE END 6 1 5.8 547 3,328 49 49 5920 547 49 Fall Thru Yr 4

282 930 7160 10 RIDGEDALE AVE WOODLANDS DR KENDALL CRES 5 1 11.4 190 2,274 80 80 5930 741 79 Not Selected

984 930 7160 20 RIDGEDALE AVE KENDALL CRES PINE ST 5 1 11.7 88 1,087 85 85 5930 741 79 Not Selected

982 930 7160 30 RIDGEDALE AVE PINE ST KENDALL CRES 5 1 11.7 169 2,072 77 77 5930 741 79 Not Selected

1056 11 7160 40 RIDGEDALE AVE KENDALL CRES COLUMBIA ST 5 1 10.5 293 3,240 79 79 5930 741 79 Not Selected

1054 11 7160 50 RIDGEDALE AVE COLUMBIA ST WELLINGTON ST 5 1 11.5 219 2,640 60 59 5940 965 67 Fall Thru Yr 4

1064 11 7160 60 RIDGEDALE AVE WELLINGTON ST CHARLES ST 5 1 10.5 279 3,084 66 65 5940 965 67 Fall Thru Yr 4

1088 11 7160 70 RIDGEDALE AVE CHARLES ST GLEN PL 5 1 11.2 153 1,797 66 66 5940 965 67 Fall Thru Yr 4

1090 11 7160 80 RIDGEDALE AVE GLEN PL DUNCAN AVE E 5 1 11.3 165 1,955 74 73 5940 965 67 Fall Thru Yr 4

1087 11 7160 90 RIDGEDALE AVE DUNCAN AVE E ADAMS CRES 5 1 11.2 86 1,006 71 70 5940 965 67 Fall Thru Yr 4

7 11 7160 100 RIDGEDALE AVE ADAMS CRES NE END 5 1 15.1 64 1,016 76 76 5940 965 67 Fall Thru Yr 4

446 115 7180 10 RIGSBY ST WADE AVE W ALBERTA AVE 5 1 6.7 102 717 56 55 5950 374 63 Fall Thru Yr 2

445 115 7180 20 RIGSBY ST ALBERTA AVE RENE AVE 5 1 10.0 189 1,981 66 65 5950 374 63 Fall Thru Yr 2

37 115 7180 30 RIGSBY ST RENE AVE WESTMINSTER AVE E 5 1 9.7 83 848 66 65 5950 374 63 Fall Thru Yr 2

16 48 7200 10 RIVERSIDE DR HWY 97 BURNABY AVE 2 1 16.1 326 5,517 61 61 5960 835 56 Fall Thru Yr 3

15 45 7200 20 RIVERSIDE DR BURNABY AVE DYNES AVE 2 1 15.0 290 4,566 60 59 5960 835 56 Fall Thru Yr 3

19 57 7200 30 RIVERSIDE DR DYNES AVE CHURCHILL AVE 2 1 15.0 70 1,107 38 37 5960 835 56 Fall Thru Yr 3

10019 57 7200 40 RIVERSIDE DR CHURCHILL AVE LAKESHORE DR W 2 1 16.5 148 2,568 48 47 5960 835 56 Fall Thru Yr 3

164 546 7210 10 ROBINSON ST SOUTH END NANAIMO AVE E 2 1 11.5 132 1,588 80 80 5970 132 80 Not Selected

883 372 7230 10 ROBLIN ST CHAMBERS PL NORTH END 5 1 11.9 134 1,662 81 81 5980 134 81 Fall Thru Yr 1

248 814 7240 10 ROGERS CRES WESTVIEW DR ARMSTRONG DR 5 1 9.8 202 2,078 81 81 5990 378 81 Fall Thru Yr 1

1106 814 7240 20 ROGERS CRES ARMSTRONG DR ROGERS PL 5 1 9.6 90 909 80 80 5990 378 81 Fall Thru Yr 1

1105 814 7240 30 ROGERS CRES ROGERS PL WESTVIEW DR 5 1 9.8 86 883 80 80 5990 378 81 Fall Thru Yr 1

1104 834 7250 10 ROGERS PL SOUTH END ROGERS CRES 5 1 17.3 48 861 68 68 6000 48 68 Fall Thru Yr 5

854 440 7270 10 ROSETOWN AVE MAIN ST AMHERST ST 2 1 11.1 152 1,770 83 82 6010 414 91 Not Selected

855 440 7270 20 ROSETOWN AVE AMHERST ST SUMAC ST 2 1 11.4 110 1,321 95 94 6010 414 91 Not Selected

851 440 7270 30 ROSETOWN AVE SUMAC ST CAMROSE AVE 2 1 11.7 152 1,867 96 96 6010 414 91 Not Selected

62 196 7290 10 ROSS AVE SW END HALIFAX ST 5 1 9.1 123 1,175 93 92 6020 462 84 Fall Thru Yr 3

842 196 7290 20 ROSS AVE HALIFAX ST DARTMOUTH ST 5 1 8.8 200 1,851 85 85 6020 462 84 Fall Thru Yr 3

992 196 7290 30 ROSS AVE DARTMOUTH ST MONTREAL ST 5 1 9.1 139 1,335 76 76 6020 462 84 Fall Thru Yr 3

98 311 7300 10 ROY AVE WEST END TROY PL 5 1 9.7 89 908 79 79 6030 168 80 Fall Thru Yr 1

648 311 7300 20 ROY AVE TROY PL QUEBEC ST 5 1 9.7 79 807 82 81 6030 168 80 Fall Thru Yr 1

Page 114: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 20 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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70 225 7310 10 ROY AVE QUEBEC ST ATKINSON ST 5 1 9.5 284 2,837 93 92 6040 284 92 Not Selected

848 225 7320 10 ROY AVE ATKINSON ST WARREN AVE W 5 1 9.8 295 3,036 95 94 6050 295 94 Not Selected

615 353 7330 10 SCOTIA ST SOUTH END HUTH AVE 5 1 10.5 167 1,845 85 84 6060 167 84 Fall Thru Yr 3

471 99 7340 10 SCOTT AVE TIMMINS ST MOOSEJAW ST 5 1 7.0 105 774 83 83 6070 105 83 Fall Thru Yr 2

573 22 7350 10 SCOTT AVE MOOSEJAW ST ARGYLE ST 5 1 9.4 299 2,944 86 86 6080 579 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 22,816 22,816

470 22 7350 20 SCOTT AVE ARGYLE ST WINNIPEG ST 5 1 9.5 280 2,795 61 61 6080 579 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 21,660 21,660

877 364 7360 10 SECREST AVE SOUTH MAIN ST SECREST PL 5 1 8.7 107 975 76 76 6090 353 72 Fall Thru Yr 2

879 364 7360 20 SECREST AVE SECREST PL SECREST PL 5 1 8.9 204 1,908 71 71 6090 353 72 Fall Thru Yr 2

878 364 7360 30 SECREST AVE SECREST PL EAST END 5 1 8.8 42 387 72 71 6090 353 72 Fall Thru Yr 2

122 359 7370 10 SECREST PL SECREST AVE SECREST AVE 5 1 9.0 344 3,246 56 55 6100 344 55 Fall Thru Yr 3

398 1197 7380 10 SENDERO CRES WEST END HOLDEN RD 5 1 8.0 37 306 96 95 6110 37 95 Not Selected

396 1197 7390 10 SENDERO CRES WEST END HOLDEN RD 5 1 8.0 53 445 78 78 6120 53 78 Not Selected

698 149 7410 10 SKAHA LAKE RD HWY 97 SUDBURY AVE 1 1 13.2 312 4,330 61 60 6130 772 60 Fall Thru Yr 1

697 149 7410 20 SKAHA LAKE RD SUDBURY AVE SKAHA PL 1 1 13.8 132 1,908 58 57 6130 772 60 Fall Thru Yr 1

702 149 7410 30 SKAHA LAKE RD SKAHA PL LEE AVE 1 1 16.3 328 5,623 62 61 6130 772 60 Fall Thru Yr 1

49 149 7410 40 SKAHA LAKE RD LEE AVE YORKTON AVE 1 1 16.8 121 2,142 61 60 6140 892 60 Fall Thru Yr 4

339 1090 7410 50 SKAHA LAKE RD YORKTON AVE GUELPH AVE 1 1 15.8 228 3,785 58 57 6140 892 60 Fall Thru Yr 4

703 1090 7410 60 SKAHA LAKE RD GUELPH AVE WATERFORD AVE 1 1 13.9 273 3,987 63 62 6140 892 60 Fall Thru Yr 4

679 1088 7410 70 SKAHA LAKE RD WATERFORD AVE GREEN AVE W 1 1 16.0 269 4,518 60 59 6140 892 60 Fall Thru Yr 4

338 1088 7410 80 SKAHA LAKE RD GREEN AVE W BRANDON AVE 1 1 21.3 310 6,937 63 62 6150 1,031 58 Fall Thru Yr 4

659 1087 7410 90 SKAHA LAKE RD BRANDON AVE GALT AVE 1 1 14.2 381 5,675 55 54 6150 1,031 58 Fall Thru Yr 4

121 358 7410 100 SKAHA LAKE RD GALT AVE KINNEY AVE 1 1 15.0 341 5,362 59 58 6150 1,031 58 Fall Thru Yr 4

872 358 7410 110 SKAHA LAKE RD KINNEY AVE MAIN ST 1 1 18.9 98 1,941 53 53 6160 98 53 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 62,103 62,103

46 146 7430 10 SKAHA PL SKAHA LAKE RD NORTH END 5 1 11.9 106 1,316 64 64 6170 106 64 Fall Thru Yr 2

43 135 7450 10 SMYTHE DR LAKESIDE RD EAST END 6 1 7.3 720 5,532 80 80 6180 720 80 Not Selected

45 144 7470 10 SOUTH BEACH DR SKAHA PL EAST END 5 1 8.0 193 1,621 64 63 6190 193 63 Fall Thru Yr 2

1137 1084 7490 10 SOUTH MAIN ST LAKESIDE RD SOUTH MAIN ST 2 1 14.2 137 2,042 67 67 6200 516 70 Not Selected

912 1084 7490 20 SOUTH MAIN ST SOUTH MAIN ST LEE AVE 2 1 14.0 258 3,796 70 70 6200 516 70 Not Selected

337 1084 7490 30 SOUTH MAIN ST LEE AVE YORKTON AVE 2 1 14.0 121 1,778 73 72 6200 516 70 Not Selected

336 1081 7500 10 SOUTH MAIN ST YORKTON AVE GREEN AVE W 2 1 14.1 1,002 14,846 81 81 6210 1,002 81 Fall Thru Yr 1

890 1072 7510 10 SOUTH MAIN ST GREEN AVE W PARMLEY PL 2 1 14.0 88 1,299 84 84 6220 420 80 Fall Thru Yr 1

889 1072 7510 20 SOUTH MAIN ST PARMLEY PL DAUPHIN AVE 2 1 14.0 107 1,576 79 78 6220 420 80 Fall Thru Yr 1

887 1072 7510 30 SOUTH MAIN ST DAUPHIN AVE PINEVIEW RD 2 1 14.2 224 3,342 80 80 6220 420 80 Fall Thru Yr 1

886 1072 7520 10 SOUTH MAIN ST PINEVIEW RD GALT AVE 2 1 14.0 35 519 78 78 6230 35 78 Not Selected

888 1072 7530 10 SOUTH MAIN ST GALT AVE SECREST AVE 2 1 14.0 96 1,410 70 70 6240 265 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 11,277 11,277

880 1072 7530 20 SOUTH MAIN ST SECREST AVE KINNEY AVE 2 1 14.5 169 2,577 81 81 6240 265 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 20,614 20,614

335 1072 7540 10 SOUTH MAIN ST KINNEY AVE DAWSON AVE 2 1 14.2 109 1,626 64 64 6250 109 64 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 13,825 13,825

386 1200 7560 10 SPILLER RD RESERVOIR RD SPILLER RD 4 1 6.3 730 4,838 60 60 6260 730 60 Fall Thru Yr 5

316 1000 7560 20 SPILLER RD SPILLER RD NORTH END 4 1 5.8 853 5,184 44 43 6270 853 43 2 Selected Yr 2 50 FWM + Thick Overlay (> 50 - 75) 0 181,437 181,437

57 178 7580 10 SPRUCE PL SOUTH END SPRUCE RD 6 1 9.0 145 1,371 82 82 6280 145 82 Fall Thru Yr 1

56 176 7590 10 SPRUCE RD SPRUCE PL VALLEYVIEW RD 6 1 7.0 294 2,161 83 83 6290 294 83 Fall Thru Yr 2

11028 722 7310 30 STEVENS CRES STEVENS CRT WILTSE DR 5 1 9.8 83 857 96 95 6300 83 95 Not Selected

212 722 7610 10 STEVENS CRES WILTSE DR STEVENS PL 5 1 9.8 162 1,665 72 72 6310 333 71 Fall Thru Yr 1

1028 722 7610 20 STEVENS CRES STEVENS PL STEVENS CRT 5 1 9.8 171 1,767 71 70 6310 333 71 Fall Thru Yr 1

205 712 7620 10 STEVENS CRT STEVENS CRES NE END 5 1 13.1 89 1,228 85 85 6320 89 85 Fall Thru Yr 4

238 793 7630 10 STEVENS PL NW END STEVENS CRES 5 1 20.3 25 534 76 75 6330 25 75 Fall Thru Yr 4

239 799 7640 10 STEWARD PL MacCLEAVE AVE NORTH END 5 1 11.0 118 1,365 86 86 6340 118 86 Fall Thru Yr 5

207 714 7650 10 STOCKS CRES WILTSE BLVD STOCKS CRT 5 1 10.0 82 858 76 76 6350 471 89 Not Selected

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 21 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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10207 714 7650 20 STOCKS CRES STOCKS CRT WILTSE BLVD 5 1 10.0 389 4,083 92 92 6350 471 89 Not Selected

209 717 7660 10 STOCKS CRT STOCKS CRES SE END 5 1 13.5 76 1,075 93 93 6360 76 93 Not Selected

47 147 7670 10 SUDBURY AVE SKAHA LAKE RD EAST END 5 1 8.2 157 1,351 82 81 6370 157 81 Fall Thru Yr 1

140 432 7690 10 SUMAC ST OKANAGAN AVE E ROSETOWN AVE 2 1 11.6 141 1,718 97 96 6380 141 96 Not Selected

309 993 7710 10 SUNSET PL LAWRENCE NE END 5 1 10.0 74 777 80 80 6390 74 80 Not Selected

303 982 7730 10 SUTHERLAND PL SUTHERLAND RD NORTH END 6 1 5.4 45 256 37 36 6400 45 36 5 Selected Yr 5 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 8,462 8,462

298 973 7740 10 SUTHERLAND RD NARAMATA RD SUTHERLAND PL 6 1 7.1 385 2,873 39 39 6410 385 39 Not Selected

923 973 7740 20 SUTHERLAND RD SUTHERLAND PL SUTHERLAND RD 6 1 6.3 89 589 73 73 6420 1,023 81 Fall Thru Yr 1

302 981 7740 30 SUTHERLAND RD SUTHERLAND RD NORTH END 6 1 7.0 934 6,874 82 82 6420 1,023 81 Fall Thru Yr 1

29 87 7760 10 SWIFT ST BIRCH ST NW END 5 1 8.0 125 1,050 62 62 6430 125 62 Fall Thru Yr 1

349 1164 7780 10 SWORDER RD 765-823 CORBISHLEY AVE NE END 6 1 3.9 27 110 88 88 6440 27 88 Not Selected

405 56 7800 10 SYDNEY ST SOUTH END DYNES AVE 5 1 7.6 59 469 62 61 6450 157 72 Fall Thru Yr 2

404 41 7800 20 SYDNEY ST DYNES AVE CHURCHILL AVE 5 1 7.6 98 782 79 78 6450 157 72 Fall Thru Yr 2

399 0 7820 10 SYER RD SOUTH END HOLDEN RD 3 1 7.8 554 4,543 81 81 6460 554 81 Fall Thru Yr 1

901 739 7840 10 TABER RD BRENTVIEW PL ADAMSON DR 5 1 8.5 64 576 82 82 6470 130 80 Fall Thru Yr 1

220 739 7840 20 TABER RD ADAMSON DR NORTH END 5 1 8.5 66 586 79 79 6470 130 80 Fall Thru Yr 1

152 498 7850 10 TENNIS ST ORCHARD AVE WADE AVE W 5 1 8.6 219 1,980 83 83 6480 219 83 Fall Thru Yr 2

291 951 7870 10 THREE MILE RD THREE MILE RD SE END 6 1 6.0 331 2,089 55 55 6490 331 55 Fall Thru Yr 2

1148 951 7870 20 THREE MILE RD THREE MILE RD NARAMATA RD 6 1 5.1 891 4,763 82 82 6500 891 82 Fall Thru Yr 2

472 92 7890 10 TIMMINS ST CONKLIN AVE SCOTT AVE 5 1 5.8 285 1,733 38 37 6510 285 37 5 Selected Yr 5 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 71,064 71,064

1 1 7910 10 TODD RD NARAMATA RD EAST END 4 1 5.4 256 1,442 82 82 6520 256 82 Fall Thru Yr 2

65 210 7930 10 TORONTO AVE KING ST KILLARNEY ST 5 1 11.3 210 2,492 71 71 6530 210 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 19,316 19,316

748 619 7940 10 TOWNLEY ST WADE AVE E NORTH END 5 1 9.2 73 705 88 88 6540 73 88 Not Selected

647 320 7950 10 TROY CRT SOUTH END TROY PL 5 1 16.8 58 1,017 95 95 6550 58 95 Not Selected

103 320 7960 10 TROY PL TROY CRT NORTH END 5 1 12.5 107 1,401 92 91 6560 107 91 Not Selected

754 886 7970 10 TRURO ST REDLANDS RD ASH PL 5 1 9.5 156 1,557 96 95 6570 331 95 Not Selected

269 886 7970 20 TRURO ST ASH PL JOHNSON RD 5 1 9.7 175 1,777 96 95 6570 331 95 Not Selected

281 922 7990 10 TUPPER AVE LOWER BENCH RD MIDDLE BENCH RD N 4 1 10.2 224 2,401 96 95 6580 224 95 Not Selected

192 686 8010 10 UPLANDS AVE GRANDVIEW ST UPLANDS CRT 5 1 9.5 85 851 79 79 6590 144 82 Fall Thru Yr 2

10192 686 8010 20 UPLANDS AVE UPLANDS CRT UPLANDS PL 5 1 10.4 29 319 79 79 6590 144 82 Fall Thru Yr 2

30192 686 8010 30 UPLANDS AVE UPLANDS PL EAST END 5 1 9.6 30 300 95 94 6590 144 82 Fall Thru Yr 2

709 694 8020 10 UPLANDS CRT UPLANDS AVE NORTH END 5 1 13.3 73 1,028 75 75 6600 73 75 Fall Thru Yr 4

196 692 8030 10 UPLANDS PL SOUTH END UPLANDS AVE 5 1 13.1 98 1,349 77 77 6610 98 77 Fall Thru Yr 5

933 913 8050 10 UPPER BENCH RD N BROUGHTON AVE HILLSIDE AVE 4 1 9.4 60 596 55 54 6620 967 67 Fall Thru Yr 5

1146 913 8050 20 UPPER BENCH RD N HILLSIDE AVE MUTCH AVE 4 1 9.8 371 3,819 66 66 6620 967 67 Fall Thru Yr 5

280 913 8050 30 UPPER BENCH RD N MUTCH AVE McMILLAN AVE 4 1 10.0 536 5,622 70 70 6620 967 67 Fall Thru Yr 5

378 1168 8060 10 UPPER BENCH RD N McMILLAN AVE MUNSON AVE 4 1 10.2 181 1,939 83 83 6630 181 83 Fall Thru Yr 2

377 1118 8070 10 UPPER BENCH RD N MUNSON AVE CORBISHLEY AVE 6 1 6.1 528 3,380 92 92 6640 528 92 Not Selected

279 912 8090 10 UPPER BENCH RD S JOHNSON RD UPPER BENCH RD N 4 1 9.5 815 8,141 76 76 6650 815 76 Fall Thru Yr 4

718 681 8110 10 UPPER TOWNLEY ST WESTMINSTER AVE E GUERNSEY AVE 5 1 5.0 191 1,003 63 62 6660 191 62 Fall Thru Yr 2

384.1 154 8130 10 VALLEYVIEW RD SPRUCE RD 1265m S/O SPRUCE RD 6 1 6.1 1,265 8,096 35 35 6670 1,265 35 4 Selected Yr 4 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 267,158 267,158

384.2 154 8130 15 VALLEYVIEW RD 1265m S/O SPRUCE RD SOUTH END 6 1 4.0 576 2,398 22 22 6680 576 22 Not Selected

911 133 8130 20 VALLEYVIEW RD SPRUCE RD CRESCENT HILL RD 6 1 7.5 152 1,193 47 47 6690 325 48 Fall Thru Yr 4

1143 133 8130 30 VALLEYVIEW RD CRESCENT HILL RD HICKORY RD 6 1 6.1 174 1,111 50 50 6690 325 48 Fall Thru Yr 4

383 133 8130 40 VALLEYVIEW RD HICKORY RD GREEN AVE E 6 1 6.5 1,349 9,194 55 55 6700 1,349 55 Fall Thru Yr 2

562 555 8150 10 VAN HORNE AVE ECKHARDT AVE E WHITE AVE E 5 1 10.8 159 1,800 83 83 6710 453 83 Fall Thru Yr 3

552 555 8150 20 VAN HORNE AVE WHITE AVE E PADMORE AVE E 5 1 11.0 164 1,900 83 83 6710 453 83 Fall Thru Yr 3

550 555 8150 30 VAN HORNE AVE PADMORE AVE E VAN HORNE ST 5 1 11.1 129 1,506 85 85 6710 453 83 Fall Thru Yr 3

Page 116: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 22 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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167 559 8170 10 VAN HORNE ST WADE AVE E NANAIMO AVE E 3 1 15.2 187 2,985 80 79 6720 187 79 Not Selected

519 577 8190 10 VAN HORNE ST SOUTH END WESTMINSTER AVE E 5 1 11.2 138 1,617 74 73 6730 138 73 Fall Thru Yr 2

497 577 8200 10 VAN HORNE ST WESTMINSTER AVE E VANCOUVER AVE 5 1 11.4 280 3,353 78 78 6740 280 78 Not Selected

498 1097 8220 10 VANCOUVER AVE ELLIS ST VAN HORNE ST 3 1 13.5 101 1,427 66 66 6750 205 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 11,770 11,770

495 1097 8220 20 VANCOUVER AVE VAN HORNE ST ABBOTT ST 3 1 13.9 104 1,524 72 71 6750 205 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 12,570 12,570

392 673 8230 10 VANCOUVER AVE ABBOTT ST CAMBIE ST 3 1 13.5 301 4,262 80 80 6760 441 81 Fall Thru Yr 1

713 673 8230 20 VANCOUVER AVE CAMBIE ST LOWER BENCH RD 3 1 9.4 141 1,386 84 84 6760 441 81 Fall Thru Yr 1

194 689 8250 10 VANCOUVER PL VANCOUVER AVE NE END 5 1 9.0 226 2,133 82 82 6770 226 82 Fall Thru Yr 1

35 109 8270 10 VEES DR HWY 97 WADE AVE W 2 1 14.0 167 2,446 66 66 6780 167 66 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 20,793 20,793

410 42 8290 10 VERNON AVE COMOX ST ALBERNI ST 5 1 8.0 221 1,856 49 49 6790 221 49 Fall Thru Yr 4

168 562 8310 10 VETERANS WAY FRONT ST LAKESHORE DR E 2 1 12.5 169 2,223 83 83 6800 169 83 Fall Thru Yr 2

567 482 8330 10 VICTORIA DR ECKHARDT AVE W VICTORIA DR 5 1 10.1 198 2,097 81 80 6810 335 78 Not Selected

149 482 8330 20 VICTORIA DR VICTORIA DR NORTH END 5 1 10.2 25 270 82 81 6810 335 78 Not Selected

155 504 8330 30 VICTORIA DR VICTORIA DR WINNIPEG ST 5 1 10.0 112 1,174 72 72 6810 335 78 Not Selected

546 1031 8350 10 WADE AVE E MAIN ST ELLIS ST 2 1 12.5 87 1,143 49 48 6820 87 48 Fall Thru Yr 4

563 1031 8360 10 WADE AVE E ELLIS ST VAN HORNE ST 2 1 14.7 93 1,436 66 65 6830 93 65 Fall Thru Yr 3

323 1031 8370 10 WADE AVE E VAN HORNE ST BRAID ST 2 1 14.2 96 1,435 74 74 6840 200 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 11,478 11,478

758 449 8370 20 WADE AVE E BRAID ST GOVERNMENT ST 2 1 14.7 104 1,607 76 76 6840 200 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 12,860 12,860

179 616 8390 10 WADE AVE E NORTON ST TOWNLEY ST 5 1 9.0 97 920 79 79 6850 237 90 Not Selected

749 616 8390 20 WADE AVE E TOWNLEY ST PICKERING ST 5 1 11.0 99 1,145 97 96 6850 237 90 Not Selected

750 616 8390 30 WADE AVE E PICKERING ST EAST END 5 1 11.6 40 490 96 95 6850 237 90 Not Selected

343 1113 8410 10 WADE AVE W VEES DR CARIBOU ST 2 1 10.3 67 721 81 80 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 5,767 5,767

458 1113 8410 20 WADE AVE W CARIBOU ST MAURICE ST 2 1 10.2 94 1,012 73 73 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 8,099 8,099

457 1113 8410 30 WADE AVE W MAURICE ST YOUNG ST 2 1 10.3 94 1,022 74 74 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 8,176 8,176

456 1113 8410 40 WADE AVE W YOUNG ST RIGSBY ST 2 1 10.1 33 346 66 65 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 2,765 2,765

455 1113 8410 50 WADE AVE W RIGSBY ST HANSEN ST 2 1 10.0 61 641 63 63 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 5,127 5,127

454 1113 8410 60 WADE AVE W HANSEN ST HAYNES ST 2 1 10.1 55 583 72 72 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 4,667 4,667

453 1113 8410 70 WADE AVE W HAYNES ST TENNIS ST 2 1 10.0 40 425 79 78 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 3,398 3,398

452 1113 8410 80 WADE AVE W TENNIS ST BRUNSWICK ST 2 1 10.0 51 539 71 71 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 4,315 4,315

342 1111 8410 90 WADE AVE W BRUNSWICK ST WINNIPEG ST 2 1 10.2 130 1,393 81 81 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 11,147 11,147

529 1111 8410 100 WADE AVE W WINNIPEG ST MARTIN ST 2 1 11.6 129 1,573 75 75 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 12,585 12,585

532 1111 8410 110 WADE AVE W MARTIN ST WADE AVE E 2 1 12.8 87 1,169 54 54 6870 87 54 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 33,599 33,599

186 653 8430 10 WALDEN CRES JOHNSON RD BARRINGTON PL 5 1 9.7 55 555 83 83 6880 420 83 Fall Thru Yr 2

745 653 8430 20 WALDEN CRES BARRINGTON PL BARRINGTON AVE 5 1 9.7 57 579 80 79 6880 420 83 Fall Thru Yr 2

742 653 8430 30 WALDEN CRES BARRINGTON AVE GRANDVIEW ST 5 1 9.5 137 1,370 88 88 6880 420 83 Fall Thru Yr 2

739 653 8430 40 WALDEN CRES GRANDVIEW ST BARRINGTON AVE 5 1 9.8 171 1,767 81 80 6880 420 83 Fall Thru Yr 2

743 653 8440 10 WALDEN CRES JOHNSON RD BARRINGTON AVE 5 1 9.8 114 1,179 78 78 6890 114 78 Not Selected

870 224 8460 10 WARREN AVE E MAIN ST CAMROSE ST 2 1 13.3 424 5,913 89 89 6900 655 90 Not Selected

861 224 8460 20 WARREN AVE E CAMROSE ST GOVERNMENT ST 2 1 13.0 231 3,163 93 92 6900 655 90 Not Selected

1015 1153 8470 10 WARREN AVE E GOVERNMENT ST BARNES ST 2 1 13.0 175 2,397 93 93 6910 316 92 Not Selected

347 1153 8470 20 WARREN AVE E BARNES ST DARTMOUTH DR 2 1 13.5 141 1,993 92 92 6910 316 92 Not Selected

69 224 8480 10 WARREN AVE W HWY 97 BASKIN ST 2 1 14.4 103 1,559 72 71 6920 711 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 12,470 12,470

1134 224 8480 20 WARREN AVE W BASKIN ST QUEBEC ST 2 1 14.2 327 4,879 73 73 6920 711 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 39,034 39,034

651 224 8480 30 WARREN AVE W QUEBEC ST ATKINSON ST 2 1 13.7 281 4,036 81 81 6920 711 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 32,290 32,290

646 224 8490 10 WARREN AVE W ATKINSON ST ROY AVE 2 1 13.7 239 3,433 75 75 6930 302 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 27,466 27,466

849 224 8490 20 WARREN AVE W ROY AVE MAIN ST 2 1 14.7 64 981 70 69 6930 302 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 7,844 7,844

693 256 8510 10 WATERFORD AVE COLEMAN ST PARIS ST 5 1 9.6 103 1,037 80 79 6940 103 79 Not Selected

80 247 8520 10 WATERFORD AVE PARIS ST SKAHA LAKE RD 5 1 8.9 179 1,677 70 70 6950 179 70 Not Selected

Page 117: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 23 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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691 278 8530 10 WATERFORD AVE SKAHA LAKE RD WILSON ST 5 1 11.2 151 1,774 60 59 6960 151 59 Fall Thru Yr 5

690 237 8540 10 WATERFORD AVE WILSON ST EAST END 5 1 9.7 134 1,366 74 74 6970 134 74 Fall Thru Yr 3

490 33 8560 10 WATERLOO AVE WEST END FAIRVIEW RD 2 1 7.7 419 3,389 52 51 6980 419 51 4 Selected Yr 4 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 167,747 167,747

1058 941 8580 10 WELLINGTON ST LAWRENCE DUNCAN AVE E 5 1 8.9 84 784 66 65 6990 187 74 Fall Thru Yr 3

1053 941 8580 20 WELLINGTON ST DUNCAN AVE E RIDGEDALE AVE 5 1 8.7 103 941 82 82 6990 187 74 Fall Thru Yr 3

402 1100 8600 10 WESTMINSTER AVE E HWY 97 WYLIE ST 2 1 19.6 88 1,805 76 76 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 14,442 14,442

401 1101 8600 20 WESTMINSTER AVE E WYLIE ST COMOX ST 2 1 13.7 225 3,239 76 76 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 25,914 25,914

391 1102 8600 30 WESTMINSTER AVE E COMOX ST BURNABY AVE 2 1 13.3 171 2,384 77 77 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 19,072 19,072

415 1102 8600 40 WESTMINSTER AVE E BURNABY AVE ALBERNI ST 2 1 13.3 66 924 78 77 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 7,395 7,395

434 1109 8600 50 WESTMINSTER AVE E ALBERNI ST POWER ST 2 1 13.8 155 2,246 85 84 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 17,968 17,968

433 1108 8610 10 WESTMINSTER AVE E POWER ST BASSETT ST 2 1 12.3 165 2,128 79 79 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 17,024 17,024

1117 1108 8610 20 WESTMINSTER AVE E BASSETT ST MAPLE ST 2 1 11.8 99 1,228 69 69 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,824 9,824

1116 1108 8610 30 WESTMINSTER AVE E MAPLE ST RIGSBY ST 2 1 11.9 123 1,535 74 73 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 12,282 12,282

441 1108 8610 40 WESTMINSTER AVE E RIGSBY ST HAYNES ST 2 1 11.8 116 1,439 70 70 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 11,510 11,510

442 1108 8610 50 WESTMINSTER AVE E HAYNES ST LAKEVIEW ST 2 1 11.8 40 492 79 79 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 3,936 3,936

437 1108 8610 60 WESTMINSTER AVE E LAKEVIEW ST BRUNSWICK ST 2 1 11.6 53 651 72 71 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 5,208 5,208

436 1108 8610 70 WESTMINSTER AVE E BRUNSWICK ST WINNIPEG ST 2 1 11.4 129 1,543 55 55 7020 129 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 44,351 44,351

502 1108 8620 10 WESTMINSTER AVE E WINNIPEG ST MARTIN ST 2 1 11.5 129 1,554 50 49 7030 129 49 4 Selected Yr 4 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 76,921 76,921

505 1108 8630 10 WESTMINSTER AVE E MARTIN ST MAIN ST 2 1 11.2 87 1,022 71 71 7040 87 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 8,683 8,683

517 571 8650 10 WESTMINSTER AVE E ELLIS ST VAN HORNE ST 3 1 12.7 102 1,364 71 71 7050 204 75 Fall Thru Yr 4

516 575 8650 20 WESTMINSTER AVE E VAN HORNE ST ABBOTT ST 3 1 11.4 102 1,220 80 80 7050 204 75 Fall Thru Yr 4

521 450 8660 10 WESTMINSTER AVE E ABBOTT ST NORTON ST 3 1 11.4 94 1,122 85 85 7060 94 85 Fall Thru Yr 4

719 677 8680 10 WESTMINSTER AVE E UPPER TOWNLEY ST WESTMINSTER PL 5 1 7.5 40 311 78 78 7070 350 75 Fall Thru Yr 3

724 677 8680 20 WESTMINSTER AVE E WESTMINSTER PL CAMBIE ST 5 1 7.4 50 389 77 77 7070 350 75 Fall Thru Yr 3

726 677 8680 30 WESTMINSTER AVE E CAMBIE ST FARRELL ST 5 1 7.2 98 741 77 77 7070 350 75 Fall Thru Yr 3

717 677 8680 40 WESTMINSTER AVE E FARRELL ST GRANDVIEW ST 5 1 7.4 163 1,266 73 72 7070 350 75 Fall Thru Yr 3

737 880 8690 10 WESTMINSTER AVE E GRANDVIEW ST MITCHELL PL 3 1 12.3 101 1,307 72 72 7080 453 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 10,782 10,782

733 880 8690 20 WESTMINSTER AVE E MITCHELL PL MacDONALD ST 3 1 10.5 138 1,528 68 68 7080 453 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 12,609 12,609

738 880 8690 30 WESTMINSTER AVE E MacDONALD ST McCONNACHIE PL 3 1 11.8 96 1,183 76 76 7080 453 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 9,761 9,761

727 880 8690 40 WESTMINSTER AVE E McCONNACHIE PL MIDDLE BENCH RD S 3 1 11.8 118 1,465 74 74 7080 453 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 12,089 12,089

173 584 8710 10 WESTMINSTER PL SOUTH END WESTMINSTER AVE E 5 1 7.1 54 403 74 73 7090 54 73 Fall Thru Yr 2

247 813 8720 10 WESTVIEW DR WILTSE DR ARMSTRONG DR 5 1 11.7 71 875 76 75 7100 781 76 Fall Thru Yr 5

1023 813 8720 20 WESTVIEW DR ARMSTRONG DR ROGERS CRES 5 1 11.7 147 1,809 72 71 7100 781 76 Fall Thru Yr 5

1102 813 8720 30 WESTVIEW DR ROGERS CRES WESTVIEW PL 5 1 11.7 340 4,179 80 80 7100 781 76 Fall Thru Yr 5

1101 813 8720 40 WESTVIEW DR ROGERS CRES WESTVIEW PL 5 1 11.7 85 1,044 72 72 7100 781 76 Fall Thru Yr 5

1103 813 8720 50 WESTVIEW DR WILTSE BLVD ROGERS CRES 5 1 11.8 138 1,705 77 77 7100 781 76 Fall Thru Yr 5

258 835 8730 10 WESTVIEW PL WESTVIEW DR NE END 5 1 20.6 38 813 68 68 7110 38 68 Fall Thru Yr 5

593 527 8740 10 WEYBURN ST REGINA AVE PRESTON AVE 5 1 7.7 127 1,025 95 95 7120 127 95 Not Selected

592 524 8740 20 WEYBURN ST PRESTON AVE NORTH END 5 1 7.6 162 1,288 44 44 7130 162 44 2 Selected Yr 2 50 FWM + Thick Overlay (> 50 - 75) 0 50,213 50,213

547 532 8760 10 WHITE AVE E MAIN ST ELLIS ST 2 1 12.8 87 1,164 80 79 7140 172 85 Fall Thru Yr 3

548 532 8760 20 WHITE AVE E ELLIS ST VAN HORNE AVE 2 1 10.4 85 931 92 91 7140 172 85 Fall Thru Yr 3

555 609 8770 10 WHITE AVE E VAN HORNE AVE BRAID ST 5 1 10.5 85 943 73 73 7150 378 83 Fall Thru Yr 2

560 609 8770 20 WHITE AVE E BRAID ST PAPINEAU ST 5 1 10.7 85 958 82 81 7150 378 83 Fall Thru Yr 2

559 609 8770 30 WHITE AVE E PAPINEAU ST BURNS ST 5 1 10.7 87 974 89 89 7150 378 83 Fall Thru Yr 2

764 609 8770 40 WHITE AVE E BURNS ST HAYWOOD ST 5 1 10.7 83 936 92 91 7150 378 83 Fall Thru Yr 2

760 609 8770 50 WHITE AVE E HAYWOOD ST GOVERNMENT ST 5 1 10.9 37 430 80 80 7150 378 83 Fall Thru Yr 2

158 532 8790 10 WHITE AVE W MARTIN ST MAIN ST 2 1 11.6 87 1,060 77 77 7160 87 77 4 Selected Yr 4 23 Surface Trtmnt / Chip Seal + RR 0 9,006 9,006

307 989 8810 10 WILLIAMSON PL HOLDEN RD NORTH END 5 1 12.4 126 1,639 68 68 7170 126 68 Fall Thru Yr 5

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 24 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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692 281 8830 10 WILSON ST YORKTON AVE WATERFORD AVE 3 1 11.5 574 6,923 63 63 7180 807 63 Fall Thru Yr 2

689 284 8830 20 WILSON ST WATERFORD AVE ARNOTT PL 3 1 11.3 125 1,490 60 59 7180 807 63 Fall Thru Yr 2

687 284 8830 30 WILSON ST ARNOTT PL GREEN AVE W 3 1 11.5 108 1,304 68 68 7180 807 63 Fall Thru Yr 2

139 423 8850 10 WILTON CRES CARMI AVE CARMI AVE 5 1 10.6 289 3,216 77 76 7190 289 76 Fall Thru Yr 5

208 716 8870 10 WILTSE BLVD DARTMOUTH DR WILTSE PL 3 1 13.6 93 1,322 66 66 7200 451 62 Fall Thru Yr 1

1021 716 8870 20 WILTSE BLVD WILTSE PL WILTSE DR 3 1 13.8 129 1,870 58 58 7200 451 62 Fall Thru Yr 1

1022 716 8870 30 WILTSE BLVD WILTSE DR STOCKS CRES 3 1 13.6 230 3,279 63 62 7200 451 62 Fall Thru Yr 1

1029 716 8870 40 WILTSE BLVD STOCKS CRES STOCKS CRES 3 1 13.7 348 5,007 69 69 7210 603 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 41,308 41,308

1108 716 8870 50 WILTSE BLVD STOCKS CRES EVERGREEN DR 3 1 11.7 255 3,133 77 77 7210 603 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 25,848 25,848

1110 716 8880 10 WILTSE BLVD EVERGREEN DR WESTVIEW DR 3 1 11.5 93 1,120 69 69 7220 135 66 Fall Thru Yr 3

1107 716 8880 20 WILTSE BLVD WESTVIEW DR EAST END 3 1 7.4 42 325 55 55 7220 135 66 Fall Thru Yr 3

206 713 8900 10 WILTSE DR WILTSE BLVD STEVENS CRES 5 1 11.7 88 1,085 63 63 7230 610 67 Fall Thru Yr 5

1026 713 8900 20 WILTSE DR STEVENS CRES CORBITT DR 5 1 11.8 299 3,706 69 68 7230 610 67 Fall Thru Yr 5

1025 713 8900 30 WILTSE DR CORBITT DR STEVENS CRES 5 1 11.8 73 900 65 65 7230 610 67 Fall Thru Yr 5

1027 713 8900 40 WILTSE DR STEVENS CRES WESTVIEW DR 5 1 11.8 150 1,853 68 68 7230 610 67 Fall Thru Yr 5

1024 713 8900 50 WILTSE DR STOCKS CRES WESTVIEW DR 5 1 8.0 162 1,356 86 86 7240 162 86 Fall Thru Yr 5

213 723 8910 10 WILTSE PL WILTSE BLVD NE END 5 1 11.5 127 1,530 87 87 7250 127 87 Not Selected

596 32 8920 10 WINDSOR AVE MOOSEJAW ST ARGYLE ST 5 1 10.4 297 3,236 89 89 7260 786 82 Fall Thru Yr 1

587 32 8920 20 WINDSOR AVE ARGYLE ST WINDSOR AVE 5 1 10.1 51 542 74 73 7260 786 82 Fall Thru Yr 1

10587 32 8920 30 WINDSOR AVE WINDSOR AVE WINDSOR AVE 5 1 7.9 192 1,590 80 80 7260 786 82 Fall Thru Yr 1

588 471 8920 35 WINDSOR AVE WINDSOR AVE WINDSOR AVE 5 1 7.8 192 1,572 74 74 7260 786 82 Fall Thru Yr 1

20587 32 8920 40 WINDSOR AVE WINDSOR AVE FAIRVIEW RD 5 1 13.1 54 744 77 76 7260 786 82 Fall Thru Yr 1

571 465 8940 10 WINNIPEG ST SCOTT AVE PERKINS CRES 2 1 15.2 134 2,135 57 57 7270 384 57 Fall Thru Yr 3

570 465 8940 20 WINNIPEG ST PERKINS CRES ECKHARDT AVE W 2 1 14.5 250 3,812 58 57 7270 384 57 Fall Thru Yr 3

568 465 8950 10 WINNIPEG ST ECKHARDT AVE W VICTORIA DR 2 1 14.3 197 2,960 69 69 7280 490 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 23,680 23,680

539 465 8950 20 WINNIPEG ST VICTORIA DR ORCHARD AVE 2 1 12.6 61 804 77 77 7280 490 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,434 6,434

538 465 8950 30 WINNIPEG ST ORCHARD AVE ORCHARD AVE 2 1 10.8 13 146 53 52 7280 490 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 1,171 1,171

530 465 8950 40 WINNIPEG ST ORCHARD AVE WADE AVE W 2 1 12.7 219 2,921 72 72 7280 490 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 23,364 23,364

536 465 8960 10 WINNIPEG ST WADE AVE W NANAIMO AVE W 2 1 13.0 210 2,870 66 65 7290 375 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 24,394 24,394

501 465 8960 20 WINNIPEG ST NANAIMO AVE W WESTMINSTER AVE E 2 1 11.2 165 1,932 62 61 7290 375 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 16,423 16,423

500 465 8970 10 WINNIPEG ST WESTMINSTER AVE E ESTABROOK AVE 2 1 11.6 85 1,041 80 79 7300 290 77 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 8,331 8,331

145 465 8970 20 WINNIPEG ST ESTABROOK AVE CHURCHILL AVE 2 1 12.9 83 1,121 65 64 7300 290 77 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 8,968 8,968

170 566 8970 30 WINNIPEG ST CHURCHILL AVE LAKESHORE DR W 2 1 11.0 121 1,402 85 84 7300 290 77 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 11,215 11,215

978 697 8990 10 WOODLANDS DR MacCLEAVE AVE WOODLANDS PL 100-200 5 1 8.5 268 2,392 86 86 7310 268 86 Fall Thru Yr 5

198 697 9000 10 WOODLANDS DR WOODLANDS PL 100-200 DUNCAN AVE E 5 1 9.0 55 520 96 95 7320 55 95 Not Selected

979 719 9010 10 WOODLANDS PL PINE ST EAST END 5 1 11.7 99 1,211 97 96 7330 99 96 Not Selected

210 719 9020 10 WOODLANDS PL 100-200 WOODLANDS DR PINE ST 5 1 8.5 265 2,364 95 95 7340 265 95 Not Selected

566 23 9030 10 WOODRUFF AVE MOOSEJAW ST LATIMER ST 5 1 10.4 142 1,552 97 96 7350 299 96 Not Selected

10 23 9030 20 WOODRUFF AVE LATIMER ST ARGYLE ST 5 1 10.4 157 1,708 97 96 7350 299 96 Not Selected

365 1187 9040 10 WOODSTOCK RD 0-100 SOUTH END GREEN AVE E 5 1 6.9 241 1,745 83 83 7360 241 83 Fall Thru Yr 2

109 335 9050 10 WYLES CRES OKANAGAN AVE W ATKINSON ST 5 1 9.8 211 2,171 72 72 7370 211 72 Fall Thru Yr 1

400 52 9070 10 WYLIE ST WESTMINSTER AVE E BURNABY AVE 2 1 8.4 232 2,046 67 67 7380 232 67 Fall Thru Yr 4

696 143 9090 10 YORKTON AVE WEST END HEMLOCK ST 5 1 17.3 179 3,245 54 53 7390 179 53 Fall Thru Yr 2

48 148 9100 10 YORKTON AVE HEMLOCK ST SKAHA LAKE RD 3 1 12.6 203 2,681 71 71 7400 203 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 22,122 22,122

346 1151 9110 10 YORKTON AVE SKAHA LAKE RD WILSON ST 3 1 12.6 272 3,597 64 64 7410 272 64 Fall Thru Yr 3

695 1151 9120 10 YORKTON AVE WILSON ST CYPRESS AVE 3 1 12.4 171 2,224 74 74 7420 363 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 18,350 18,350

909 1151 9120 20 YORKTON AVE CYPRESS AVE SOUTH MAIN ST 3 1 12.4 192 2,498 73 72 7420 363 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 20,607 20,607

30 88 9140 10 YOUNG ST ECKHARDT AVE W ORCHARD AVE 5 1 10.0 141 1,479 76 76 7430 360 76 Fall Thru Yr 4

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IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Segment (2), 3/9/2017 Page 25 of 25

City of Penticton, BC Current PCI Date: 1/1/2017Appendix B - $1.55M Year Rehabilitation Plan By Segment $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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39 119 9140 20 YOUNG ST ORCHARD AVE WADE AVE W 5 1 10.0 219 2,303 77 76 7430 360 76 Fall Thru Yr 4

Page 120: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

Appendix C

5 Year $1.55M Rehabilitation Plan by Year

Page 121: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Year, 6/12/2017 Page 1 of 7

City of Penticton, BC Current PCI Date: 1/1/2017Appendix C - $1.55M Year Rehabilitation Plan By Year $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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522 578 1020 10 ABBOTT ST WESTMINSTER AVE E GUERNSEY AVE 3 1 11.0 184 2,126 73 73 1020 283 72 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 15,942 15,942

493 578 1020 20 ABBOTT ST GUERNSEY AVE VANCOUVER AVE 3 1 11.5 99 1,191 71 71 1020 283 72 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 8,933 8,933

941 883 1170 20 ALDER ST REDLANDS RD REDLANDS RD 5 1 11.5 33 404 58 58 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 3,132 3,132

938 883 1170 30 ALDER ST REDLANDS RD ACACIA CRES 5 1 11.5 72 865 63 62 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 6,705 6,705

1144 883 1170 40 ALDER ST ACACIA CRES ALDER ST 5 1 11.5 79 953 79 78 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 7,383 7,383

940 883 1170 50 ALDER ST ALDER ST ACACIA CRES 5 1 11.5 108 1,309 77 76 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 10,142 10,142

370 883 1170 60 ALDER ST ACACIA CRES JOHNSON RD 5 1 11.5 95 1,147 68 67 1160 388 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 8,886 8,886

1141 984 2130 10 CARMI AVE HOLDEN RD NE END 4 1 8.5 942 8,410 43 42 1950 942 42 1 Selected Yr 1 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 311,185 311,185

229 763 2920 10 DAWSON AVE GOVERNMENT ST BARNES ST 2 1 11.7 177 2,173 75 75 2520 285 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 18,468 18,468

1019 763 2920 20 DAWSON AVE BARNES ST DARTMOUTH RD 2 1 11.7 108 1,330 66 65 2520 285 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 11,302 11,302

9 18 3100 10 DUNCAN AVE W MOOSEJAW ST FAIRVIEW RD 2 1 13.7 632 9,082 71 71 2680 632 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 72,655 72,655

582 483 3170 10 ECKHARDT AVE E MAIN ST ELLIS ST 1 1 11.6 87 1,059 51 51 2730 343 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,797 9,797

583 483 3170 20 ECKHARDT AVE E ELLIS ST VAN HORNE AVE 1 1 11.5 85 1,027 65 65 2730 343 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,503 9,503

584 483 3170 30 ECKHARDT AVE E VAN HORNE AVE BRAID ST 1 1 11.5 86 1,032 64 63 2730 343 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,543 9,543

320 1019 3170 40 ECKHARDT AVE E BRAID ST PAPINEAU ST 1 1 11.5 85 1,029 67 66 2730 343 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,514 9,514

319 1017 3180 10 ECKHARDT AVE E GOVERNMENT ST ONTARIO ST 2 1 12.5 47 622 61 61 2750 47 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 5,287 5,287

515 545 3310 10 ELLIS ST WADE AVE E NANAIMO AVE E 2 1 12.4 189 2,458 77 76 2850 365 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 19,661 19,661

518 545 3310 20 ELLIS ST NANAIMO AVE E WESTMINSTER AVE E 2 1 11.8 177 2,189 65 65 2850 365 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 17,509 17,509

1115 1141 3540 10 FAIRVIEW RD DUNCAN AVE W HASTINGS AVE 2 1 12.8 137 1,840 75 75 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 14,722 14,722

604 465 3540 20 FAIRVIEW RD HASTINGS AVE COSSAR AVE 2 1 12.8 35 465 74 74 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 3,721 3,721

603 465 3540 30 FAIRVIEW RD COSSAR AVE DOUGLAS AVE 2 1 12.8 66 886 80 79 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 7,088 7,088

602 465 3540 40 FAIRVIEW RD DOUGLAS AVE CALGARY AVE 2 1 12.8 59 798 58 57 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,384 6,384

600 465 3540 50 FAIRVIEW RD CALGARY AVE CONKLIN AVE 2 1 12.8 62 827 75 74 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,618 6,618

597 465 3540 60 FAIRVIEW RD CONKLIN AVE REGINA AVE 2 1 12.8 70 944 81 81 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 7,552 7,552

591 465 3540 70 FAIRVIEW RD REGINA AVE WINDSOR AVE 2 1 12.8 75 1,014 78 78 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 8,108 8,108

590 465 3540 80 FAIRVIEW RD WINDSOR AVE PRESTON AVE 2 1 12.8 49 662 64 63 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 5,299 5,299

589 465 3540 90 FAIRVIEW RD PRESTON AVE SCOTT AVE 2 1 12.8 110 1,485 59 59 3010 664 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 11,880 11,880

575 515 3550 10 FAIRVIEW RD SCOTT AVE MARTIN ST 2 1 10.6 235 2,615 72 71 3020 235 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 20,921 20,921

577 530 3570 10 FAIRVIEW RD AIN ST MARTIN ST INTERCHANG MAIN ST 2 1 4.8 64 322 71 70 3040 64 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 2,739 2,739

783 857 3680 10 FORESTBROOK DR GOVERNMENT ST KING ST 3 1 11.2 67 792 75 75 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 6,533 6,533

782 857 3680 20 FORESTBROOK DR KING ST ONTARIO ST 3 1 11.2 65 763 68 68 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 6,295 6,295

785 857 3680 30 FORESTBROOK DR ONTARIO ST KILLARNEY ST 3 1 11.2 46 538 62 61 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 4,438 4,438

787 857 3680 40 FORESTBROOK DR KILLARNEY ST KILWINNING ST 3 1 11.2 95 1,117 56 55 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 9,216 9,216

794 857 3680 50 FORESTBROOK DR KILWINNING ST BROOKS PL 3 1 11.2 148 1,735 67 67 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 14,313 14,313

949 857 3680 60 FORESTBROOK DR BROOKS PL JAMES ST 3 1 11.2 87 1,024 73 73 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 8,448 8,448

950 857 3680 70 FORESTBROOK DR JAMES ST ORILLIA ST 3 1 9.2 116 1,126 70 70 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 9,286 9,286

946 857 3680 80 FORESTBROOK DR ORILLIA ST HULL ST 3 1 9.2 101 973 73 73 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 8,025 8,025

264 857 3680 90 FORESTBROOK DR HULL ST FORESTBROOK PL 3 1 9.2 165 1,595 82 82 3120 890 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 13,157 13,157

863 1063 3850 10 GOVERNMENT ST DAWSON AVE WARREN AVE E 2 1 12.9 144 1,943 71 71 3230 144 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 15,547 15,547

83 258 4010 10 GREEN AVE W HWY 97 COLEMAN ST 3 1 14.2 174 2,593 75 74 3390 275 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 19,447 19,447

682 258 4010 20 GREEN AVE W COLEMAN ST PARIS ST 3 1 14.1 101 1,497 63 63 3390 275 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 11,231 11,231

688 258 4040 10 GREEN AVE W WILSON ST ERAUT ST 3 1 13.5 318 4,506 76 76 3420 632 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 37,175 37,175

906 258 4040 20 GREEN AVE W ERAUT ST GREEN CRT 3 1 13.5 162 2,291 60 60 3420 632 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 18,905 18,905

907 258 4040 30 GREEN AVE W GREEN CRT SOUTH MAIN ST 3 1 13.5 152 2,161 72 72 3420 632 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 17,829 17,829

936 911 4500 10 HUDSON ST SOUTH END JOHNSON RD 6 1 7.0 289 2,127 41 41 3750 289 41 1 Selected Yr 1 50 FWM + Thick Overlay (> 50 - 75) 0 66,986 66,986

489.2 34 4540 20 HUTH AVE 300m W/O FAIRVIEW RD FAIRVIEW RD 2 1 9.3 379 3,704 41 40 3780 379 40 1 Selected Yr 1 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 183,330 183,330

1013 710 4590 10 INDUSTRIAL AVE E GOVERNMENT ST OKANAGAN AVE E 2 1 11.6 269 3,283 71 71 3820 269 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 27,908 27,908

100 314 4610 10 INDUSTRIAL AVE W INDUSTRIAL PL FAIRVIEW PL 2 1 14.0 211 3,097 69 69 3830 288 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 26,327 26,327

Page 122: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Year, 6/12/2017 Page 2 of 7

City of Penticton, BC Current PCI Date: 1/1/2017Appendix C - $1.55M Year Rehabilitation Plan By Year $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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1133 314 4610 20 INDUSTRIAL AVE W INDUSTRIAL PL QUEBEC ST 2 1 14.0 77 1,132 77 77 3830 288 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 9,624 9,624

101 316 4650 10 INDUSTRIAL PL SW END INDUSTRIAL CRT 2 1 13.0 137 1,873 70 69 3870 347 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 15,919 15,919

1135 316 4650 20 INDUSTRIAL PL INDUSTRIAL CRT INDUSTRIAL AVE W 2 1 11.5 210 2,529 71 71 3870 347 70 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 21,496 21,496

13 40 4990 10 LAKESHORE DR W RIVERSIDE DR POWER ST 2 1 13.6 328 4,685 71 71 4150 328 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 39,820 39,820

579 569 5570 10 MARTIN ST AIN ST MARTIN ST INTERCHANG WHITE AVE W 2 1 11.2 159 1,867 64 64 4700 488 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 15,867 15,867

540 569 5570 20 MARTIN ST WHITE AVE W ORCHARD AVE 2 1 11.3 98 1,169 63 62 4700 488 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 9,933 9,933

541 569 5570 30 MARTIN ST ORCHARD AVE PADMORE AVE W 2 1 11.8 66 815 58 57 4700 488 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 6,926 6,926

531 569 5570 40 MARTIN ST PADMORE AVE W WADE AVE W 2 1 11.6 165 2,014 59 59 4700 488 61 1 Selected Yr 1 26 Surface Trtmnt / Chip Seal + RR 0 17,120 17,120

160 535 6180 10 NANAIMO AVE E ELLIS ST VAN HORNE ST 2 1 17.6 101 1,866 71 71 5100 101 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 15,860 15,860

1014 765 6420 20 OKANAGAN AVE E BARNES ST INDUSTRIAL AVE E 2 1 12.0 39 489 76 76 5360 215 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 4,155 4,155

1011 710 6420 30 OKANAGAN AVE E INDUSTRIAL AVE E DARTMOUTH RD 2 1 12.0 176 2,223 71 71 5360 215 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 18,893 18,893

388 361 6880 10 PINEVIEW RD SOUTH MAIN ST PINEVIEW PL 3 1 11.2 82 961 71 71 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 7,207 7,207

891 361 6880 20 PINEVIEW RD PINEVIEW PL CRAIG DR 3 1 11.4 71 846 75 75 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,345 6,345

892 361 6880 30 PINEVIEW RD CRAIG DR DAFOE ST 3 1 11.5 126 1,518 72 72 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 11,383 11,383

893 361 6880 40 PINEVIEW RD DAFOE ST CORRY PL 3 1 11.3 31 369 67 67 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 2,766 2,766

895 361 6880 50 PINEVIEW RD CORRY PL GARDNER CRT 3 1 11.8 128 1,583 71 70 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 11,874 11,874

898 361 6880 60 PINEVIEW RD GARDNER CRT BRENTVIEW PL 3 1 11.3 68 802 73 72 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,018 6,018

902 361 6880 70 PINEVIEW RD BRENTVIEW PL DARTMOUTH DR 3 1 12.5 232 3,041 67 67 5730 737 70 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 22,807 22,807

65 210 7930 10 TORONTO AVE KING ST KILLARNEY ST 5 1 11.3 210 2,492 71 71 6530 210 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 19,316 19,316

505 1108 8630 10 WESTMINSTER AVE E MARTIN ST MAIN ST 2 1 11.2 87 1,022 71 71 7040 87 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 8,683 8,683

737 880 8690 10 WESTMINSTER AVE E GRANDVIEW ST MITCHELL PL 3 1 12.3 101 1,307 72 72 7080 453 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 10,782 10,782

733 880 8690 20 WESTMINSTER AVE E MITCHELL PL MacDONALD ST 3 1 10.5 138 1,528 68 68 7080 453 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 12,609 12,609

738 880 8690 30 WESTMINSTER AVE E MacDONALD ST McCONNACHIE PL 3 1 11.8 96 1,183 76 76 7080 453 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 9,761 9,761

727 880 8690 40 WESTMINSTER AVE E McCONNACHIE PL MIDDLE BENCH RD S 3 1 11.8 118 1,465 74 74 7080 453 72 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 12,089 12,089

568 465 8950 10 WINNIPEG ST ECKHARDT AVE W VICTORIA DR 2 1 14.3 197 2,960 69 69 7280 490 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 23,680 23,680

539 465 8950 20 WINNIPEG ST VICTORIA DR ORCHARD AVE 2 1 12.6 61 804 77 77 7280 490 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 6,434 6,434

538 465 8950 30 WINNIPEG ST ORCHARD AVE ORCHARD AVE 2 1 10.8 13 146 53 52 7280 490 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 1,171 1,171

530 465 8950 40 WINNIPEG ST ORCHARD AVE WADE AVE W 2 1 12.7 219 2,921 72 72 7280 490 71 1 Selected Yr 1 20 Surface Trtmnt / Chip Seal 0 23,364 23,364

48 148 9100 10 YORKTON AVE HEMLOCK ST SKAHA LAKE RD 3 1 12.6 203 2,681 71 71 7400 203 71 1 Selected Yr 1 23 Surface Trtmnt / Chip Seal + RR 0 22,122 22,122

645 332 1320 10 ATKINSON ST WARREN AVE W ROY AVE 2 1 12.8 143 1,924 64 64 1290 573 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 15,394 15,394

643 332 1320 20 ATKINSON ST ROY AVE WYLES CRES 2 1 11.4 71 853 74 74 1290 573 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 6,823 6,823

642 332 1320 30 ATKINSON ST WYLES CRES OKANAGAN AVE W 2 1 11.6 76 929 81 80 1290 573 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 7,430 7,430

639 332 1320 40 ATKINSON ST OKANAGAN AVE W INDUSTRIAL AVE W 2 1 11.4 282 3,374 74 74 1290 573 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 26,995 26,995

660 298 1720 10 BRANDON AVE CORNWALL DR McGRAW ST 3 1 11.5 286 3,450 64 64 1640 286 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 28,460 28,460

1010 788 2820 10 DARTMOUTH RD DARTMOUTH DR OKANAGAN AVE E 2 1 11.5 227 2,740 74 73 2450 721 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 23,292 23,292

1012 788 2820 20 DARTMOUTH RD OKANAGAN AVE E PAGE AVE 2 1 11.5 118 1,420 67 67 2450 721 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 12,066 12,066

1009 788 2820 30 DARTMOUTH RD PAGE AVE COMMERCIAL WAY 2 1 11.5 123 1,482 74 73 2450 721 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 12,597 12,597

1006 795 2820 40 DARTMOUTH RD COMMERCIAL WAY CARMI AVE 2 1 11.5 253 3,056 76 75 2450 721 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 25,972 25,972

983 779 3050 40 DUNCAN AVE E WOODLANDS DR PINE ST 3 1 11.3 224 2,661 72 71 2640 649 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 19,955 19,955

1055 1122 3050 50 DUNCAN AVE E PINE ST COLUMBIA ST 3 1 11.3 425 5,041 73 73 2640 649 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 37,806 37,806

344 1122 3060 10 DUNCAN AVE E COLUMBIA ST LAWRENCE AVE 3 1 9.8 115 1,188 73 73 2650 115 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 9,802 9,802

763 1019 3170 50 ECKHARDT AVE E PAPINEAU ST GAHAN AVE 1 1 11.5 25 299 61 61 2740 258 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 2,618 2,618

770 1019 3170 60 ECKHARDT AVE E GAHAN AVE BURNS ST 1 1 11.5 62 749 66 66 2740 258 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 6,552 6,552

761 1019 3170 70 ECKHARDT AVE E BURNS ST HAYWOOD ST 1 1 11.5 58 696 69 68 2740 258 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 6,088 6,088

762 1019 3170 80 ECKHARDT AVE E HAYWOOD ST GOVERNMENT ST 1 1 11.5 114 1,370 80 80 2740 258 72 2 Selected Yr 2 20 Surface Trtmnt / Chip Seal 0 11,983 11,983

492 326 3510 10 FAIRVIEW PL INDUSTRIAL AVE W NW END 2 1 11.4 36 427 65 64 2980 36 64 2 Selected Yr 2 33 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 12,266 12,266

945 896 3700 10 FORESTBROOK PL FORESTBROOK DR NORTH END 5 1 11.0 82 948 32 31 3130 82 31 2 Selected Yr 2 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 38,877 38,877

624 328 4550 10 HUTH AVE FAIRVIEW RD FAIRFORD DR 5 1 10.2 172 1,845 73 73 3790 383 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 14,302 14,302

Page 123: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Year, 6/12/2017 Page 3 of 7

City of Penticton, BC Current PCI Date: 1/1/2017Appendix C - $1.55M Year Rehabilitation Plan By Year $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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623 328 4550 20 HUTH AVE FAIRFORD DR SCOTIA ST 5 1 10.2 110 1,177 73 73 3790 383 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 9,119 9,119

622 328 4550 30 HUTH AVE SCOTIA ST ATKINSON ST 5 1 10.2 101 1,086 73 72 3790 383 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 8,418 8,418

499 15 5010 10 LAKESHORE DR W WINNIPEG ST MARTIN ST 2 1 13.8 129 1,875 55 55 4170 129 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 53,912 53,912

332 1062 5390 10 MAIN ST SKAHA LAKE RD Mc DOUGALL AVE 1 1 18.2 114 2,177 62 61 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 69,668 69,668

331 1061 5390 20 MAIN ST Mc DOUGALL AVE WARREN AVE E 1 1 18.2 192 3,672 57 56 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 117,497 117,497

850 1060 5390 30 MAIN ST WARREN AVE E OKANAGAN AVE W 1 1 17.4 217 3,967 60 59 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 126,959 126,959

852 1060 5390 40 MAIN ST OKANAGAN AVE W ROSETOWN AVE 1 1 12.7 142 1,892 47 46 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 60,529 60,529

330 1060 5390 50 MAIN ST ROSETOWN AVE INDUSTRIAL AVE E 1 1 13.0 230 3,142 49 48 4510 895 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 100,532 100,532

157 523 5400 10 MAIN ST JERMYN AVE FAIRVIEW RD 1 1 8.2 165 1,417 59 58 4560 239 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 45,337 45,337

580 1041 5400 20 MAIN ST FAIRVIEW RD ECKHARDT AVE W 1 1 15.8 74 1,229 52 52 4560 239 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 39,332 39,332

369 879 5920 10 MIDDLE BENCH RD S JOHNSON RD ANDREW PL 3 1 8.6 106 952 69 68 4940 294 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 7,857 7,857

934 879 5920 20 MIDDLE BENCH RD S ANDREW PL WESTMINSTER AVE E 3 1 8.5 188 1,678 62 61 4940 294 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 13,846 13,846

650 339 6990 10 QUEBEC ST WARREN AVE W ROY AVE 5 1 12.0 110 1,387 66 65 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 10,750 10,750

649 339 6990 20 QUEBEC ST ROY AVE ROY AVE 5 1 12.1 36 452 70 70 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 3,505 3,505

641 339 6990 30 QUEBEC ST ROY AVE COLDRON CRT 5 1 12.1 75 949 67 67 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 7,351 7,351

635 339 6990 40 QUEBEC ST COLDRON CRT OKANAGAN AVE W 5 1 12.3 73 943 66 65 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 7,311 7,311

111 339 6990 50 QUEBEC ST OKANAGAN AVE W INDUSTRIAL AVE W 5 1 12.2 283 3,619 79 78 5810 576 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 28,044 28,044

872 358 7410 110 SKAHA LAKE RD KINNEY AVE MAIN ST 1 1 18.9 98 1,941 53 53 6160 98 53 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 62,103 62,103

316 1000 7560 20 SPILLER RD SPILLER RD NORTH END 4 1 5.8 853 5,184 44 43 6270 853 43 2 Selected Yr 2 50 FWM + Thick Overlay (> 50 - 75) 0 181,437 181,437

532 1111 8410 110 WADE AVE W MARTIN ST WADE AVE E 2 1 12.8 87 1,169 54 54 6870 87 54 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 33,599 33,599

436 1108 8610 70 WESTMINSTER AVE E BRUNSWICK ST WINNIPEG ST 2 1 11.4 129 1,543 55 55 7020 129 55 2 Selected Yr 2 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 44,351 44,351

592 524 8740 20 WEYBURN ST PRESTON AVE NORTH END 5 1 7.6 162 1,288 44 44 7130 162 44 2 Selected Yr 2 50 FWM + Thick Overlay (> 50 - 75) 0 50,213 50,213

1029 716 8870 40 WILTSE BLVD STOCKS CRES STOCKS CRES 3 1 13.7 348 5,007 69 69 7210 603 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 41,308 41,308

1108 716 8870 50 WILTSE BLVD STOCKS CRES EVERGREEN DR 3 1 11.7 255 3,133 77 77 7210 603 72 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 25,848 25,848

536 465 8960 10 WINNIPEG ST WADE AVE W NANAIMO AVE W 2 1 13.0 210 2,870 66 65 7290 375 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 24,394 24,394

501 465 8960 20 WINNIPEG ST NANAIMO AVE W WESTMINSTER AVE E 2 1 11.2 165 1,932 62 61 7290 375 64 2 Selected Yr 2 26 Surface Trtmnt / Chip Seal + RR 0 16,423 16,423

695 1151 9120 10 YORKTON AVE WILSON ST CYPRESS AVE 3 1 12.4 171 2,224 74 74 7420 363 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 18,350 18,350

909 1151 9120 20 YORKTON AVE CYPRESS AVE SOUTH MAIN ST 3 1 12.4 192 2,498 73 72 7420 363 73 2 Selected Yr 2 23 Surface Trtmnt / Chip Seal + RR 0 20,607 20,607

598 489 1250 30 ARGYLE ST CONKLIN AVE WINDSOR AVE 5 1 10.9 145 1,662 72 72 1230 576 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 12,883 12,883

595 489 1250 40 ARGYLE ST WINDSOR AVE SCOTT AVE 5 1 10.9 149 1,705 80 79 1230 576 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 13,216 13,216

572 489 1250 50 ARGYLE ST SCOTT AVE WOODRUFF AVE 5 1 10.9 121 1,390 72 71 1230 576 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 10,772 10,772

1127 489 1250 60 ARGYLE ST WOODRUFF AVE ECKHARDT AVE W 5 1 10.9 161 1,841 70 69 1230 576 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 14,267 14,267

151 496 1850 10 BRUNSWICK ST WADE AVE W NANAIMO AVE W 5 1 8.6 206 1,856 67 67 1740 374 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 14,386 14,386

435 502 1850 20 BRUNSWICK ST NANAIMO AVE W WESTMINSTER AVE E 5 1 8.6 168 1,517 83 83 1740 374 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,759 11,759

403 46 1880 10 BURNABY AVE RIVERSIDE DR WYLIE ST 2 1 7.5 101 793 72 71 1760 464 75 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 6,742 6,742

17 49 1880 20 BURNABY AVE WYLIE ST COMOX ST 2 1 7.5 209 1,648 78 78 1760 464 75 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 14,004 14,004

414 38 1880 30 BURNABY AVE COMOX ST WESTMINSTER AVE E 2 1 7.5 154 1,216 75 75 1760 464 75 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 10,334 10,334

722 684 1960 20 CAMBIE ST CAMBIE PL GUERNSEY AVE 5 1 7.2 55 412 41 40 1820 105 46 3 Selected Yr 3 50 FWM + Thick Overlay (> 50 - 75) 0 16,062 16,062

712 684 1960 30 CAMBIE ST GUERNSEY AVE VANCOUVER AVE 5 1 7.2 50 380 53 53 1820 105 46 3 Selected Yr 3 50 FWM + Thick Overlay (> 50 - 75) 0 14,833 14,833

839 776 2100 10 CARMI AVE GOVERNMENT ST HALIFAX ST 2 1 11.5 168 2,023 75 75 1910 168 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 16,185 16,185

255 829 2340 10 CLARK AVE COMMERCIAL WAY EAST END 2 1 11.6 139 1,695 75 75 2100 139 75 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 14,410 14,410

817 1125 3040 10 DUNCAN AVE E GOVERNMENT ST KING ST 3 1 11.3 89 1,058 72 72 2620 281 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 7,937 7,937

818 1125 3040 20 DUNCAN AVE E KING ST CHURCH ST 3 1 11.3 143 1,699 75 75 2620 281 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 12,745 12,745

975 855 3040 30 DUNCAN AVE E CHURCH ST EDGEWOOD DR 3 1 11.3 49 584 76 75 2620 281 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 4,380 4,380

329 1053 3110 10 DUNCAN AVE W FAIRVIEW RD ABEL ST 2 1 13.3 82 1,150 74 73 2690 263 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,196 9,196

613 347 3110 20 DUNCAN AVE W ABEL ST BAKER ST 2 1 11.3 91 1,086 79 79 2690 263 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 8,685 8,685

115 347 3110 30 DUNCAN AVE W BAKER ST ATKINSON ST 2 1 14.7 89 1,380 70 70 2690 263 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 11,040 11,040

235 786 3140 10 DUNCAN PL SE END DUNCAN AVE E 5 1 8.8 35 326 48 47 2710 35 47 3 Selected Yr 3 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 13,376 13,376

Page 124: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Year, 6/12/2017 Page 4 of 7

City of Penticton, BC Current PCI Date: 1/1/2017Appendix C - $1.55M Year Rehabilitation Plan By Year $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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581 483 3230 10 ECKHARDT AVE W AIN ST MARTIN ST INTERCHANG MAIN ST 1 1 13.1 87 1,194 65 65 2800 87 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 11,048 11,048

549 536 3300 10 ELLIS ST ECKHARDT AVE E WHITE AVE E 2 1 11.1 159 1,851 73 73 2840 482 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 15,735 15,735

544 536 3300 20 ELLIS ST WHITE AVE E PADMORE AVE E 2 1 11.1 164 1,916 75 75 2840 482 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 16,283 16,283

545 536 3300 30 ELLIS ST PADMORE AVE E WADE AVE E 2 1 11.1 159 1,849 76 76 2840 482 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 15,715 15,715

914 168 3620 10 FINNERTY RD SOUTH END FINNERTY RD 5 1 12.3 118 1,528 70 69 3080 549 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,845 11,845

53 168 3620 20 FINNERTY RD FINNERTY RD BRANTFORD AVE 5 1 10.2 431 4,617 75 75 3080 549 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 35,782 35,782

127 385 4000 10 GREEN AVE E SOUTH MAIN ST GREENWOOD DR 3 1 10.1 121 1,279 89 89 3380 710 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,592 9,592

908 385 4000 20 GREEN AVE E GREENWOOD DR WOODSTOCK RD 0-100 3 1 6.3 183 1,213 78 77 3380 710 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,100 9,100

217 734 4000 30 GREEN AVE E WOODSTOCK RD 0-100 VALLEYVIEW RD 3 1 6.3 407 2,693 65 65 3380 710 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 20,200 20,200

125 381 4080 10 GREENWOOD DR GREEN AVE E DAFOE ST 5 1 9.0 252 2,379 88 88 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 18,436 18,436

58 186 4080 20 GREENWOOD DR DAFOE ST GREENWOOD PL 5 1 9.0 153 1,445 63 63 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,196 11,196

905 186 4080 30 GREENWOOD DR GREENWOOD PL GREENWOOD CRT 5 1 9.0 177 1,672 61 60 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 12,955 12,955

1031 186 4080 40 GREENWOOD DR GREENWOOD CRT LAIRD PL 5 1 9.0 55 524 75 75 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 4,060 4,060

1032 186 4080 50 GREENWOOD DR LAIRD PL DARTMOUTH DR 5 1 9.0 49 462 77 77 3450 686 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 3,578 3,578

260 839 4270 10 HATFIELD PL SOUTH END HATFIELD AVE 5 1 11.5 76 909 73 73 3600 76 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 7,048 7,048

187 660 4290 10 HAVEN HILL RD PICKERING ST JOHNSON RD 3 1 8.8 302 2,790 65 65 3610 302 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 23,019 23,019

845 194 4580 10 INDUSTRIAL AVE E MAIN ST AMHERST ST 2 1 13.7 159 2,279 85 84 3810 684 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 18,234 18,234

846 194 4580 20 INDUSTRIAL AVE E AMHERST ST CAMROSE ST 2 1 10.4 276 3,007 71 71 3810 684 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 24,052 24,052

61 194 4580 30 INDUSTRIAL AVE E CAMROSE ST GOVERNMENT ST 2 1 10.4 250 2,727 70 70 3810 684 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 21,817 21,817

68 223 4900 10 KINNEY AVE McGRAW ST ATKINSON ST 3 1 12.1 285 3,617 74 74 4080 285 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 27,125 27,125

653 357 4910 10 KINNEY AVE ATKINSON ST McKENZIE ST 2 1 12.1 92 1,167 74 73 4090 236 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,338 9,338

871 357 4910 20 KINNEY AVE McKENZIE ST SKAHA LAKE RD 2 1 13.3 144 2,010 75 75 4090 236 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 16,078 16,078

629 1044 5390 80 MAIN ST CARMI AVE DUNCAN AVE E 1 1 16.1 113 1,913 63 63 4530 208 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 17,695 17,695

632 1044 5390 90 MAIN ST DUNCAN AVE E MANOR PARK AVE 1 1 17.4 95 1,738 68 67 4530 208 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 16,078 16,078

606 1042 5390 130 MAIN ST EDNA AVE PRESTON AVE 1 1 12.0 78 980 70 70 4550 402 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 9,065 9,065

325 1042 5390 140 MAIN ST PRESTON AVE EDMONTON AVE 1 1 12.0 139 1,759 68 68 4550 402 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 16,269 16,269

586 523 5390 150 MAIN ST EDMONTON AVE JERMYN AVE 1 1 12.8 185 2,482 61 60 4550 402 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 22,959 22,959

324 1040 5410 10 MAIN ST ECKHARDT AVE W WHITE AVE W 2 1 14.8 159 2,472 50 50 4570 488 47 3 Selected Yr 3 46 EM/FWM + Moderate Overlay (50 - 75) + Strctrl Ptch 0 95,165 95,165

542 544 5410 20 MAIN ST WHITE AVE W PADMORE AVE W 2 1 14.8 164 2,556 52 51 4570 488 47 3 Selected Yr 3 46 EM/FWM + Moderate Overlay (50 - 75) + Strctrl Ptch 0 98,403 98,403

537 544 5410 30 MAIN ST PADMORE AVE W WADE AVE E 2 1 14.3 165 2,470 41 41 4570 488 47 3 Selected Yr 3 46 EM/FWM + Moderate Overlay (50 - 75) + Strctrl Ptch 0 95,096 95,096

513 544 5420 10 MAIN ST WADE AVE E NANAIMO AVE W 2 1 14.0 212 3,111 57 56 4580 212 56 3 Selected Yr 3 36 Edge Mill + Thin Overlay (< 50mm) + Strctrl Ptch 0 89,440 89,440

578 0 5450 10 MAIN ST MARTIN ST INTERCHANGE MAIN ST FAIRVIEW RD 1 1 8.0 164 1,374 66 65 4610 164 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 12,705 12,705

574 516 5560 10 MARTIN ST FAIRVIEW RD ECKHARDT AVE W 2 1 5.6 194 1,143 75 74 4690 194 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,143 9,143

533 569 5580 10 MARTIN ST WADE AVE W NANAIMO AVE W 2 1 11.2 211 2,475 56 56 4710 375 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 21,040 21,040

504 569 5580 20 MARTIN ST NANAIMO AVE W WESTMINSTER AVE E 2 1 11.6 165 2,006 77 77 4710 375 65 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 17,053 17,053

478 97 6010 10 MOOSEJAW ST DUNCAN AVE W DOUGLAS AVE 3 1 10.0 101 1,065 68 68 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 8,785 8,785

481 97 6010 20 MOOSEJAW ST DOUGLAS AVE CONKLIN AVE 3 1 10.3 123 1,336 71 70 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,020 11,020

477 95 6010 30 MOOSEJAW ST CONKLIN AVE WINDSOR AVE 3 1 10.0 142 1,494 75 75 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 12,327 12,327

480 94 6010 40 MOOSEJAW ST WINDSOR AVE SCOTT AVE 3 1 10.3 151 1,629 71 70 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 13,436 13,436

32 100 6010 50 MOOSEJAW ST SCOTT AVE WOODRUFF AVE 3 1 10.2 119 1,277 89 88 5000 637 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 10,532 10,532

137 413 6440 10 OKANAGAN AVE W CHATHAM ST QUEBEC ST 5 1 9.7 143 1,457 77 77 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 11,290 11,290

640 413 6440 20 OKANAGAN AVE W QUEBEC ST FAIRFORD DR 5 1 9.7 76 773 66 66 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 5,990 5,990

636 413 6440 30 OKANAGAN AVE W FAIRFORD DR WYLES CRES 5 1 9.7 69 702 81 81 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 5,440 5,440

637 413 6440 40 OKANAGAN AVE W WYLES CRES BRUCE CRT 5 1 9.7 48 491 75 75 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 3,803 3,803

638 413 6440 50 OKANAGAN AVE W BRUCE CRT ATKINSON ST 5 1 9.7 91 924 69 69 5380 427 74 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 7,164 7,164

430 86 6960 10 POWER ST WESTMINSTER AVE E DYNES AVE 2 1 11.0 202 2,331 48 47 5780 202 47 3 Selected Yr 3 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 115,360 115,360

573 22 7350 10 SCOTT AVE MOOSEJAW ST ARGYLE ST 5 1 9.4 299 2,944 86 86 6080 579 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 22,816 22,816

470 22 7350 20 SCOTT AVE ARGYLE ST WINNIPEG ST 5 1 9.5 280 2,795 61 61 6080 579 73 3 Selected Yr 3 23 Surface Trtmnt / Chip Seal + RR 0 21,660 21,660

Page 125: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Year, 6/12/2017 Page 5 of 7

City of Penticton, BC Current PCI Date: 1/1/2017Appendix C - $1.55M Year Rehabilitation Plan By Year $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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335 1072 7540 10 SOUTH MAIN ST KINNEY AVE DAWSON AVE 2 1 14.2 109 1,626 64 64 6250 109 64 3 Selected Yr 3 26 Surface Trtmnt / Chip Seal + RR 0 13,825 13,825

323 1031 8370 10 WADE AVE E VAN HORNE ST BRAID ST 2 1 14.2 96 1,435 74 74 6840 200 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 11,478 11,478

758 449 8370 20 WADE AVE E BRAID ST GOVERNMENT ST 2 1 14.7 104 1,607 76 76 6840 200 75 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 12,860 12,860

343 1113 8410 10 WADE AVE W VEES DR CARIBOU ST 2 1 10.3 67 721 81 80 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 5,767 5,767

458 1113 8410 20 WADE AVE W CARIBOU ST MAURICE ST 2 1 10.2 94 1,012 73 73 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 8,099 8,099

457 1113 8410 30 WADE AVE W MAURICE ST YOUNG ST 2 1 10.3 94 1,022 74 74 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 8,176 8,176

456 1113 8410 40 WADE AVE W YOUNG ST RIGSBY ST 2 1 10.1 33 346 66 65 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 2,765 2,765

455 1113 8410 50 WADE AVE W RIGSBY ST HANSEN ST 2 1 10.0 61 641 63 63 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 5,127 5,127

454 1113 8410 60 WADE AVE W HANSEN ST HAYNES ST 2 1 10.1 55 583 72 72 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 4,667 4,667

453 1113 8410 70 WADE AVE W HAYNES ST TENNIS ST 2 1 10.0 40 425 79 78 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 3,398 3,398

452 1113 8410 80 WADE AVE W TENNIS ST BRUNSWICK ST 2 1 10.0 51 539 71 71 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 4,315 4,315

342 1111 8410 90 WADE AVE W BRUNSWICK ST WINNIPEG ST 2 1 10.2 130 1,393 81 81 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 11,147 11,147

529 1111 8410 100 WADE AVE W WINNIPEG ST MARTIN ST 2 1 11.6 129 1,573 75 75 6860 755 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 12,585 12,585

646 224 8490 10 WARREN AVE W ATKINSON ST ROY AVE 2 1 13.7 239 3,433 75 75 6930 302 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 27,466 27,466

849 224 8490 20 WARREN AVE W ROY AVE MAIN ST 2 1 14.7 64 981 70 69 6930 302 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 7,844 7,844

433 1108 8610 10 WESTMINSTER AVE E POWER ST BASSETT ST 2 1 12.3 165 2,128 79 79 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 17,024 17,024

1117 1108 8610 20 WESTMINSTER AVE E BASSETT ST MAPLE ST 2 1 11.8 99 1,228 69 69 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 9,824 9,824

1116 1108 8610 30 WESTMINSTER AVE E MAPLE ST RIGSBY ST 2 1 11.9 123 1,535 74 73 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 12,282 12,282

441 1108 8610 40 WESTMINSTER AVE E RIGSBY ST HAYNES ST 2 1 11.8 116 1,439 70 70 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 11,510 11,510

442 1108 8610 50 WESTMINSTER AVE E HAYNES ST LAKEVIEW ST 2 1 11.8 40 492 79 79 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 3,936 3,936

437 1108 8610 60 WESTMINSTER AVE E LAKEVIEW ST BRUNSWICK ST 2 1 11.6 53 651 72 71 7010 596 74 3 Selected Yr 3 20 Surface Trtmnt / Chip Seal 0 5,208 5,208

634 332 1310 10 ATKINSON ST KINNEY AVE WARREN AVE W 2 1 11.6 289 3,529 76 75 1280 289 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 28,235 28,235

903 736 1790 10 BRENTVIEW PL SOUTH END BRENTVIEW CRT 5 1 12.7 65 860 79 79 1700 114 74 4 Selected Yr 4 23 Surface Trtmnt / Chip Seal + RR 0 6,666 6,666

219 736 1790 20 BRENTVIEW PL BRENTVIEW CRT TABER RD 5 1 9.9 49 514 67 67 1700 114 74 4 Selected Yr 4 23 Surface Trtmnt / Chip Seal + RR 0 3,980 3,980

211 721 2770 10 DARTMOUTH DR WILTSE BLVD WARREN AVE E 3 1 12.1 758 9,658 76 76 2420 758 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 72,437 72,437

976 779 3050 10 DUNCAN AVE E EDGEWOOD DR DUNCAN PL 3 1 11.3 172 2,043 76 75 2630 461 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 15,320 15,320

1128 779 3050 20 DUNCAN AVE E DUNCAN PL DUNCAN AVE E 3 1 11.3 134 1,595 77 77 2630 461 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 11,961 11,961

981 779 3050 30 DUNCAN AVE E DUNCAN AVE E WOODLANDS DR 3 1 11.3 155 1,835 76 76 2630 461 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 13,766 13,766

866 1063 3860 10 GOVERNMENT ST WARREN AVE E CHERRY AVE 2 1 12.9 137 1,851 68 68 3240 449 67 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 15,734 15,734

869 1063 3860 20 GOVERNMENT ST CHERRY AVE OKANAGAN AVE E 2 1 12.9 142 1,918 65 64 3240 449 67 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 16,301 16,301

333 1063 3860 30 GOVERNMENT ST OKANAGAN AVE E INDUSTRIAL AVE E 2 1 12.9 171 2,313 69 69 3240 449 67 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 19,664 19,664

840 780 4180 10 HALIFAX ST CARMI AVE MacCLEAVE AVE 3 1 11.6 104 1,264 67 66 3520 104 66 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 10,429 10,429

40 123 5000 10 LAKESHORE DR W POWER ST WINNIPEG ST 2 1 13.8 630 9,128 49 49 4160 630 49 4 Selected Yr 4 50 FWM + Thick Overlay (> 50 - 75) 0 429,012 429,012

974 632 6780 10 PENTICTON AVE EDGEWOOD DR DEBECK RD 3 1 10.6 164 1,825 79 79 5640 321 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 13,687 13,687

954 901 6780 20 PENTICTON AVE DEBECK RD PARHAM PL 3 1 11.0 157 1,815 73 72 5640 321 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 13,614 13,614

22 64 6950 10 POWER ST WADE AVE W BIRCH ST 2 1 10.5 210 2,317 76 76 5770 388 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 18,538 18,538

341 1110 6950 20 POWER ST BIRCH ST WESTMINSTER AVE E 2 1 11.0 178 2,062 75 75 5770 388 75 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 16,494 16,494

429 86 6960 20 POWER ST DYNES AVE ALEXANDER AVE 2 1 16.3 35 601 73 72 5790 223 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 4,810 4,810

421 86 6960 30 POWER ST ALEXANDER AVE CHURCHILL AVE 2 1 16.3 64 1,089 73 73 5790 223 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 8,709 8,709

416 61 6960 40 POWER ST CHURCHILL AVE LAKESHORE DR W 2 1 10.9 124 1,423 79 79 5790 223 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 11,385 11,385

3 4 7100 10 RESERVOIR RD NARAMATA RD RESERVOIR RD 4 1 7.4 607 4,723 49 48 5890 607 48 4 Selected Yr 4 50 FWM + Thick Overlay (> 50 - 75) 0 165,291 165,291

384.1 154 8130 10 VALLEYVIEW RD SPRUCE RD 1265m S/O SPRUCE RD 6 1 6.1 1,265 8,096 35 35 6670 1,265 35 4 Selected Yr 4 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 267,158 267,158

35 109 8270 10 VEES DR HWY 97 WADE AVE W 2 1 14.0 167 2,446 66 66 6780 167 66 4 Selected Yr 4 26 Surface Trtmnt / Chip Seal + RR 0 20,793 20,793

69 224 8480 10 WARREN AVE W HWY 97 BASKIN ST 2 1 14.4 103 1,559 72 71 6920 711 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 12,470 12,470

1134 224 8480 20 WARREN AVE W BASKIN ST QUEBEC ST 2 1 14.2 327 4,879 73 73 6920 711 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 39,034 39,034

651 224 8480 30 WARREN AVE W QUEBEC ST ATKINSON ST 2 1 13.7 281 4,036 81 81 6920 711 76 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 32,290 32,290

490 33 8560 10 WATERLOO AVE WEST END FAIRVIEW RD 2 1 7.7 419 3,389 52 51 6980 419 51 4 Selected Yr 4 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 167,747 167,747

502 1108 8620 10 WESTMINSTER AVE E WINNIPEG ST MARTIN ST 2 1 11.5 129 1,554 50 49 7030 129 49 4 Selected Yr 4 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 76,921 76,921

Page 126: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Year, 6/12/2017 Page 6 of 7

City of Penticton, BC Current PCI Date: 1/1/2017Appendix C - $1.55M Year Rehabilitation Plan By Year $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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158 532 8790 10 WHITE AVE W MARTIN ST MAIN ST 2 1 11.6 87 1,060 77 77 7160 87 77 4 Selected Yr 4 23 Surface Trtmnt / Chip Seal + RR 0 9,006 9,006

500 465 8970 10 WINNIPEG ST WESTMINSTER AVE E ESTABROOK AVE 2 1 11.6 85 1,041 80 79 7300 290 77 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 8,331 8,331

145 465 8970 20 WINNIPEG ST ESTABROOK AVE CHURCHILL AVE 2 1 12.9 83 1,121 65 64 7300 290 77 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 8,968 8,968

170 566 8970 30 WINNIPEG ST CHURCHILL AVE LAKESHORE DR W 2 1 11.0 121 1,402 85 84 7300 290 77 4 Selected Yr 4 20 Surface Trtmnt / Chip Seal 0 11,215 11,215

520 462 1010 10 ABBOTT ST NANAIMO AVE E WESTMINSTER AVE E 3 1 11.8 173 2,146 69 69 1010 173 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 17,706 17,706

1073 698 2420 10 COLUMBIA ST MacCLEAVE AVE HATFIELD AVE 3 1 11.5 82 987 89 89 2170 324 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 8,145 8,145

1066 698 2420 20 COLUMBIA ST HATFIELD AVE NAISH DR 3 1 11.5 104 1,254 81 81 2170 324 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 10,349 10,349

199 698 2420 30 COLUMBIA ST NAISH DR DUNCAN AVE E 3 1 11.5 138 1,671 67 67 2170 324 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 13,782 13,782

322 1028 3220 10 ECKHARDT AVE W HWY 97 ORCHARD AVE 1 1 12.1 139 1,772 66 66 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 15,502 15,502

473 1028 3220 20 ECKHARDT AVE W ORCHARD AVE CARIBOU ST 1 1 10.9 36 417 84 83 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 3,647 3,647

474 1028 3220 30 ECKHARDT AVE W CARIBOU ST PACIFIC CRES 1 1 10.9 31 352 78 78 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 3,076 3,076

467 1028 3220 40 ECKHARDT AVE W PACIFIC CRES YOUNG ST 1 1 13.5 161 2,278 75 74 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 19,935 19,935

468 1028 3220 50 ECKHARDT AVE W YOUNG ST MOOSEJAW ST 1 1 13.5 51 722 80 79 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 6,316 6,316

321 1027 3220 60 ECKHARDT AVE W MOOSEJAW ST LATIMER ST 1 1 10.6 129 1,440 85 85 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 12,596 12,596

565 483 3220 70 ECKHARDT AVE W LATIMER ST VICTORIA DR 1 1 10.6 154 1,710 82 82 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 14,960 14,960

1120 483 3220 80 ECKHARDT AVE W VICTORIA DR ARGYLE ST 1 1 11.0 28 324 88 88 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 2,834 2,834

1119 483 3220 90 ECKHARDT AVE W ARGYLE ST WINNIPEG ST 1 1 10.5 84 928 84 84 2780 813 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 8,116 8,116

576 530 3560 10 FAIRVIEW RD MARTIN ST AIN ST MARTIN ST INTERCHANG 2 1 5.2 114 624 77 76 3030 114 76 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 4,991 4,991

387 368 3770 10 GALT AVE SKAHA LAKE RD SOUTH MAIN ST 3 1 8.8 247 2,285 68 67 3170 247 67 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 18,851 18,851

838 193 3870 10 GOVERNMENT ST INDUSTRIAL AVE E CARMI AVE 2 1 13.9 328 4,786 69 68 3250 328 68 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 40,678 40,678

142 449 3930 10 GOVERNMENT ST ECKHARDT AVE E WHITE AVE E 2 1 11.5 178 2,150 70 70 3310 461 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 17,197 17,197

767 449 3930 20 GOVERNMENT ST BURNS ST WHITE AVE E 2 1 11.5 171 2,063 81 81 3310 461 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 16,502 16,502

757 449 3930 30 GOVERNMENT ST WADE AVE E BURNS ST 2 1 11.5 112 1,349 80 80 3310 461 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 10,789 10,789

486 325 4230 10 HASTINGS AVE ARGYLE ST FAIRVIEW RD 2 1 8.9 291 2,717 78 77 3570 291 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 23,096 23,096

104 321 4640 10 INDUSTRIAL CRT INDUSTRIAL PL SE END 2 1 14.3 91 1,359 78 78 3860 91 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 11,550 11,550

774 460 4690 10 JERMYN AVE MAIN ST BIRD ST 3 1 10.0 526 5,526 68 68 3890 599 68 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 45,592 45,592

585 460 4690 20 JERMYN AVE BIRD ST GOVERNMENT ST 3 1 10.0 72 757 68 67 3890 599 68 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 6,245 6,245

1136 223 4890 10 KINNEY AVE BASKIN ST McGRAW ST 3 1 12.1 285 3,617 54 53 4070 285 53 5 Selected Yr 5 53 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 162,785 162,785

917.1 138 5060 10 LAKESIDE RD HOLDEN RD 365m S/O HOLDEN RD 4 1 10.0 366 3,839 52 52 4200 366 52 5 Selected Yr 5 50 FWM + Thick Overlay (> 50 - 75) 0 134,369 134,369

44 138 5060 50 LAKESIDE RD DE RENZY PL FINNERTY RD 4 1 11.3 1,926 22,866 68 67 4230 1,926 67 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 165,776 165,776

503 569 5590 10 MARTIN ST WESTMINSTER AVE E ESTABROOK AVE 2 1 11.6 85 1,038 75 75 4720 274 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 8,822 8,822

171 569 5590 20 MARTIN ST ESTABROOK AVE LAKESHORE DR W 2 1 11.3 189 2,247 78 78 4720 274 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 19,096 19,096

439 494 6230 10 NANAIMO AVE W BRUNSWICK ST WINNIPEG ST 2 1 11.6 131 1,593 77 77 5150 131 77 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 13,540 13,540

230 765 6410 10 OKANAGAN AVE E MAIN ST AMHERST ST 2 1 11.0 153 1,762 79 79 5340 646 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 14,977 14,977

857 765 6410 20 OKANAGAN AVE E AMHERST ST SUMAC ST 2 1 12.0 111 1,395 84 84 5340 646 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 11,859 11,859

858 765 6410 30 OKANAGAN AVE E SUMAC ST CAMROSE AVE 2 1 12.0 152 1,911 86 86 5340 646 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 16,243 16,243

860 765 6410 40 OKANAGAN AVE E CAMROSE AVE GOVERNMENT ST 2 1 12.7 231 3,087 70 70 5340 646 78 5 Selected Yr 5 23 Surface Trtmnt / Chip Seal + RR 0 26,242 26,242

463 116 6470 20 ORCHARD AVE CARIBOU ST MAURICE ST 5 1 9.5 95 945 38 37 5420 95 37 5 Selected Yr 5 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 38,734 38,734

1034 728 6890 10 PINEVIEW RD DARTMOUTH DR LAUREL PL 3 1 11.4 181 2,164 80 80 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 16,230 16,230

1039 728 6890 20 PINEVIEW RD CEDAR RD LAUREL PL 3 1 7.4 331 2,573 76 76 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 19,298 19,298

1042 811 6890 30 PINEVIEW RD GORDON PL 102-198 CEDAR RD 3 1 8.0 78 653 80 79 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 4,898 4,898

1041 811 6890 40 PINEVIEW RD GORDON PL 102-198 JUNIPER DR 3 1 12.0 80 1,015 64 64 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 7,611 7,611

1043 811 6890 50 PINEVIEW RD JUNIPER DR EVERGREEN DR 3 1 11.7 99 1,220 82 82 5740 769 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 9,153 9,153

385 1199 7100 20 RESERVOIR RD RESERVOIR RD SPILLER RD 4 1 6.8 1,239 8,841 38 37 5900 1,239 37 5 Selected Yr 5 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 327,132 327,132

888 1072 7530 10 SOUTH MAIN ST GALT AVE SECREST AVE 2 1 14.0 96 1,410 70 70 6240 265 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 11,277 11,277

880 1072 7530 20 SOUTH MAIN ST SECREST AVE KINNEY AVE 2 1 14.5 169 2,577 81 81 6240 265 77 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 20,614 20,614

303 982 7730 10 SUTHERLAND PL SUTHERLAND RD NORTH END 6 1 5.4 45 256 37 36 6400 45 36 5 Selected Yr 5 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 8,462 8,462

472 92 7890 10 TIMMINS ST CONKLIN AVE SCOTT AVE 5 1 5.8 285 1,733 38 37 6510 285 37 5 Selected Yr 5 56 FWM + Thick Overlay (> 50 - 75) + Strctrl Ptch 0 71,064 71,064

Page 127: Pavement Management Analysis Report - PentictonHall/Master~Plans/2017 06 19 Pavemen… · City of Penticton, BC Pavement Management Analysis Report . March 2017 . City of Penticton

IMS Infrastructure Management Services Penticton_Analysis_Rev2, Rehab By Year, 6/12/2017 Page 7 of 7

City of Penticton, BC Current PCI Date: 1/1/2017Appendix C - $1.55M Year Rehabilitation Plan By Year $1550k/Year Rehabilitation Plan Analysis Start Date: 1/1/2017

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498 1097 8220 10 VANCOUVER AVE ELLIS ST VAN HORNE ST 3 1 13.5 101 1,427 66 66 6750 205 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 11,770 11,770

495 1097 8220 20 VANCOUVER AVE VAN HORNE ST ABBOTT ST 3 1 13.9 104 1,524 72 71 6750 205 69 5 Selected Yr 5 26 Surface Trtmnt / Chip Seal + RR 0 12,570 12,570

402 1100 8600 10 WESTMINSTER AVE E HWY 97 WYLIE ST 2 1 19.6 88 1,805 76 76 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 14,442 14,442

401 1101 8600 20 WESTMINSTER AVE E WYLIE ST COMOX ST 2 1 13.7 225 3,239 76 76 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 25,914 25,914

391 1102 8600 30 WESTMINSTER AVE E COMOX ST BURNABY AVE 2 1 13.3 171 2,384 77 77 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 19,072 19,072

415 1102 8600 40 WESTMINSTER AVE E BURNABY AVE ALBERNI ST 2 1 13.3 66 924 78 77 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 7,395 7,395

434 1109 8600 50 WESTMINSTER AVE E ALBERNI ST POWER ST 2 1 13.8 155 2,246 85 84 7000 705 78 5 Selected Yr 5 20 Surface Trtmnt / Chip Seal 0 17,968 17,968