Pavement Assessment Report - CivicWeb

CITY OF OCEAN SHORESPavement Assessment Report

G&O #17251May 2018

CITY OF OCEAN SHORESGRAYS HARBOR COUNTY WASHINGTON

PAVEMENT ASSESSMENT REPORT

G&O #17251MAY 2018

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TABLE OF CONTENTS

INTRODUCTION ................................................................................................................ 1SURFACE DISTRESS ASSESSMENT ..................................................................................... 1

Settlement ............................................................................................................ 1Cause ....................................................................................................... 1Repair Strategy ......................................................................................... 2

Alligator Cracking ............................................................................................... 3Cause ....................................................................................................... 3Repair Strategy ......................................................................................... 3

Raveling and Oxidation ....................................................................................... 4Cause ....................................................................................................... 4Repair Strategy ......................................................................................... 4

Longitudinal Cracking ......................................................................................... 5Cause ....................................................................................................... 5Repair Strategy ......................................................................................... 5

Pavement Patches and Seams ............................................................................... 6Cause ....................................................................................................... 6Repair Strategy ......................................................................................... 6

Pavement Edge Conditions .................................................................................. 7Cause ....................................................................................................... 7Repair Strategy ......................................................................................... 7

DISTRESS COST ANALYSIS ................................................................................................ 8PAVEMENT MANAGEMENT PROGRAM ............................................................................. 10CONCLUSION.................................................................................................................. 10

LIST OF TABLES

No. Table On Page

1 Cost per Corrective Measure ................................................................................ 92 Cost to Correct Distresses .................................................................................... 93 Annual Pavement Cost Data (WSDOT) ............................................................. 114 Recommended Costs for Year 1 ......................................................................... 125 Recommended Annualized Costs ....................................................................... 12

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LIST OF FIGURES

No. Figure On Page

1 Pavement Settlement – Mount Olympus Avenue and Canal Drive ....................... 32 Raveling and Oxidation – Butterclam Street and Ocean Shores Boulevard ........... 53 Longitudinal Cracking – Ocean Shores Boulevard and Ocean Lake Way ............. 64 Pavement Patch – Mizzen Avenue and Ensign Avenue ........................................ 75 Edge Issue – Duck Lake Drive and Albatross Street ............................................. 8

APPENDICES

Appendix A – Pavement Assessment MapAppendix B – Pavement Assessment Summary TableAppendix C – Street Segment Data

City of Ocean Shores 1Pavement Assessment Report May 2018

INTRODUCTION

The Ocean Shores City Council has elected to take a proactive approach to pavementmanagement, ensuring that their recent investment to repair and resurface every streetsegment within the city limits is maximized. As a precursor to the City’s TransportationBenefit District (TBD), the City retained Gray & Osborne, Inc. (G&O) to review andprovide a general assessment of their 223.8 lane miles of paved streets, identify specificpavement distresses, evaluate various pavement repair strategies, and generate planning-level costs estimates for this work. The initial assessment of the street system took placeduring the summer of 2017 with representatives from both G&O and the City conductingthe reviews. As expected at the time of the initial evaluation, the overall condition of thestreet segments was very good to excellent, with only isolated areas of pavement distress.A map and summary table noting of the individual pavement distresses in provided inAppendix A and B.

SURFACE DISTRESS ASSESSMENT

Similar to other maintenance activities, pavement management shares many of the sameattributes. Over time, much like pumps, filters and pipes, asphalt experiences “wear andtear” that causes it to deteriorate. Having an understanding of the various issues andcauses that lead to this deterioration is important to determine the appropriate fix. Thiscan be accomplished by visual inspection, taking and analyzing core samples of thepavement and gravel foundation and/or utilizing ground penetrating radar. For thepurpose of this report, given the large scale of the street system, visual inspection of thecurrent conditions was the most economical path to identifying a planning level pavementassessment.

For the purpose of this report, the visual inspection of the distresses has been categorizedas either a subbase-related or surface-related distress. These two categories have beenbroken down further as shown below:

Subbase-Related Distress Surface-Related Distress· Settlement · Raveling and Oxidation· Alligator Cracking · Longitudinal Cracking

· Pavement Patches and Seams· Pavement Edge Condition

Each distress is further described and evaluated below:

SETTLEMENT

Cause

Settlement is a subbase-related distress and is defined as a localized depression in theroadway surface 1/4-inch deep or more over a 10-foot segment. Settlement can be

Gray & Osborne, Inc., Consulting Engineers

2 City of Ocean ShoresMay 2018 Pavement Assessment Report

attributed to a loss of material through consolidation of subbase material and/or the decayof subsurface organic matter. In Ocean Shores, the presence of driftwood and otherorganic matter within the roadway prism appears to be the leading cause of roadwaysettlement. As the depth of the organic matter is generally unknown, the City may wantto consider retaining a geotechnical engineer to conduct a boring to ascertain the extent ofthe organic matter ahead of time. The cost for a geotechnical engineer to conductmultiple boings at multiple locations and prepare a report of the findings is approximately$4,000 per day. For the purpose of this report, the depth of the organic matter is assumedto be 3 feet below the surface. In areas over 5 feet deep, the full-depth removal andreplacement becomes cost prohibitive and the polymer injection approach should beconsidered.

Repair Strategy

There are two approaches to addressing settlement issues:

1. Full-Depth Removal and Replacement (3-Foot Depth): This processincludes sawcutting or grinding the pavement surface around the perimeterof the distress. Remove and haul to waste the existing asphalt andsubgrade material to a predetermined depth. Compact the underlyingmaterial to ensure firm and unyielding conditions. Install and compactcrushed surfacing material and asphalt to match the roadway grade. Or,

2. Polymer Injection: This process includes preliminary investigations (i.e.,a dynamic cone-penetrometer test) to assess the underlying material andarea of need. Following the investigation, a grid of holes, generally1/2- to 3/4-inch diameter, are drilled to the void depths. A lightweightpolymer material is then injected into the ground, stabilizing/filling thevoids. Ride quality is addressed by installing a 3-inch asphalt “mill andfill.”



FIGURE 1

Pavement Settlement – Mount Olympus Avenue and Canal Drive

ALLIGATOR CRACKING

Cause

Alligator cracking is a subbase-related distress and describes a roadway surface that hassuffered fatigue damage. The distinctive appearance of the pavement is reminiscent of areptile’s scaly skin. This distress is generally caused by improper initial construction,such as too thin a layer of asphalt or lack of compaction in the underlying material(gravel). Alligator cracking can also result from heavier traffic loading than what wasoriginally planned for. Once the surface begins to crack, if left untreated, water will seepbeneath the asphalt and destabilize the subgrade. Lacking the support needed, cracksbecome more extensive, more water reaches the subgrade, and the extent of the distressincreases in size.

Repair Strategy

The most effective way to address alligator cracking is to remove and replace the affectedareas. Again, this process includes sawcutting or grinding the pavement surface aroundthe perimeter of the distress. Remove and haul to waste the existing asphalt and subgradematerial. Compact the underlying material to ensure firm and unyielding conditions.



Install and compact crushed surfacing material and asphalt to match the roadway grade toreplace excavated material. Install an asphalt patch.

Depending on the severity of the cracking, a short-term cost-effective solution is cracksealing. This will stop the seepage of water into the subgrade. This process is notpermanent, but will delay the costlier “removal and replacement” process.

RAVELING AND OXIDATION

Cause

Asphalt is held together with a binder (asphalt cement) that acts like a glue. Over time,UV rays and exposure to oxygen and salt water will break down the asphalt cement.These elements will cause the cement to become brittle (crack) or degrade. This loss ofbinder “glue” will lead to raveling. This is identified when the rock from the asphaltstarts to dislodge. A similar effect can be observed when shoulder rock is on thepavement. When this occurs, vehicles traveling over the loose rock generally dig out thebinder leaving behind the aggregate that will ultimately begin to dislodge. See Figure 2for an example of raveling.

Repair Strategy

In general, the areas that are experiencing this distress should be monitored since theseverity is low. The most effective strategy to address this condition is a slurry seal. Aslurry seal will introduce additional binder to the surface of the street, reducing/delayingthe affects of raveling.



FIGURE 2

Raveling and Oxidation – Butterclam Street and Ocean Shores Boulevard

LONGITUDINAL CRACKING

Cause

Longitudinal cracking is a surface-related distress and describes cracking that runsparallel to the direction of travel, occurring along a joint or within the wheel paths. Thisdistress is generally caused by pavement fatigue, reflective cracking, and/or poor jointconstruction. Similar to alligator cracking, once a crack appears, if left untreated, it willcontinue to expand, water will continue to seep beneath the pavement, and the issue willcontinue to exacerbate.

Repair Strategy

The solution for longitudinal cracking will vary depending on the width of the crack.When cracks are less than 1/2 inch wide, they can be sealed (cracked sealed) per theWSDOT Standards Section 5-04.3(5)C, Crack Sealing. More severe cracks may requirea full removal and replacement of the pavement surface, similar to the solution foralligator cracking.



FIGURE 3

Longitudinal Cracking – Ocean Shores Boulevard and Ocean Lake Way

PAVEMENT PATCHES AND SEAMS

Cause

When separate lifts of asphalt meet and/or isolated utility and pavement repairs arecompleted, seams and patches are generated. Although pavement patches and seams maynot appear to be a distress, any time the pavement surface is cut, the integrity of thepavement is compromised. When reviewing patches and seams, the condition of theseam(s)/joint(s) and pavement in and around the seam/joint are evaluated. Theseams/joints need to be fully sealed to keep water from seeping beneath the pavement.The pavement itself should be continuous with no visible depressions or cracking.

Repair Strategy

Repairing seams and joints is accomplished by applying (or reapplying) crack sealmaterial. If an existing seam or joint in the pavement has not been addressed, thepotential for settlement and cracks increase. Should that occur, the area would need to beremoved and replaced (full depth).



FIGURE 4

Pavement Patch – Mizzen Avenue and Ensign Avenue

PAVEMENT EDGE CONDITIONS

Cause

Poor edge conditions arise when the pavement edges break away due to poor initialconstruction practices and/or a lack of lateral edge support. This condition is generallyfound in areas where curbs and/or paved shoulders do not exist. This condition exists onmost streets in the City.

Repair Strategy

Poor edge conditions are generally addressed by installing shoulders material to providesupport to the edge. Additional asphalt or compacted gravel can be installed to repair thiscondition.



FIGURE 5

Edge Issue – Duck Lake Drive and Albatross Street

DISTRESS COST ANALYSIS

Each distress type identified in this report can be addressed by various correctivemeasures. Depending on the corrective measure selected, the cost will vary. Table 1identifies the various costs for the different corrective measure.



TABLE 1

Cost per Corrective Measure

CorrectiveMeasure

Distress Type

SettlementAlligatorCracking

Raveling &Oxidation

LinearCracking

PavementPatches

EdgeConditions

Remove andReplace (3-feetdeep)

$98/SF

Polymer Injection $126/SFMill and Fill $9/SF $9/SFCrack Sealing $4/LFSeal Coat $2.50/SFShoulderWidening $58/SF

Shoulder Rock $28/SF

The costs provided above assume that each distress is an isolated area and varies in size.For the remove and replace and polymer injection measure, an area, 10 foot by 10 footarea is assumed. For the mill and fill and seal coat, a 22-foot wide by 300-feet longsegment was assumed. Crack sealing and shoulder repair measures use a 300-foot longsegment. Generally, completing these corrective measures in multiple small isolated areatend to yield the higher construction costs noted above. As such, when using this table,the size and location of the project location(s) needs to be considered and the valuesadjusted accordingly. For larger projects, the values may be reduced by up to 15 percentbased on the economy of scale.

TABLE 2

Cost to Correct Distresses

Distress Type

SettlementAlligatorCracking

Raveling &Oxidation

LinearCracking

PavementPatches

EdgeConditions

$240,000 $18,000 $40,000 $15,000 $15,000 $28,000(As identified during the summer 2017 site visits.)

To address the numerous deficiencies noted during the visual inspection, the City shouldbudget approximately $360,000, for construction activities. However, it should be notedthat these deficiencies are based on the 2017 site visit. Additional deficiencies should beanticipated for future planning based on future inspection of the street system.



PAVEMENT MANAGEMENT PROGRAM

Millions of dollars have been invested to repair and rehabilitate the City’s entire streetsystem and Ocean Shores has made a commitment to invest future funds ensuring that thestreets are maintained. Moving forward, it is recommended that City staff implement amore comprehensive Pavement Management Program (PMP) to track the conditions ofthe streets. As this report provided a general assessment of the street system, a PMP willprovide a more detailed look at the pavement distresses, including the development of aPavement Condition Index (PCI) for each street segment. PCI is a measurement on ascale of zero to one hundred, where one hundred represents a pavement in perfectcondition and zero indicates a road that is impassable.

Category Poor Fair Good Very Good ExcellentPCI Range <55 60–69 70–79 80–89 90–100

Each distress observed is assigned a deduct value based on the type, severity, and extentof the distress. PCI values are generally evaluated and updated on yearly basis for majorand collector arterials, and a 5-year basis for local access streets and cul-de-sacs. Ingeneral, maintaining a PCI rating of 75 to 80 has been proven nationwide to result in thelowest maintenance cost to maximize the life of the asset.

There are proprietary programs on the market, that utilize GIS data, that the City coulduse for this purpose. These programs have an upfront cost to purchase and annual feesfor the software. To internally operate a pavement management system, a staffingrequirement of approximately 0.1 FTE/100 lane miles is expected. As a result, the Citywould need to allocate 0.2 FTE in an effort to maintain the system. Alternatively, theCity could consider contracting with a consultant that specializes in this work.

CONCLUSION

Transportation agencies throughout the country are working towards establishing soundpavement preservation programs. Locally, the Washington State Department ofTransportation (WSDOT) has invested significant resources into maintaining their assets.A report titled Pavement Asset Management dated February 8, 2016 is a valuableresource for local agencies in Washington State and used in this Report.

Based on discussions with City Staff, the desire is to implement a yearly pavementmaintenance program to address the isolated distresses and larger scale overlay andsealcoating projects throughout the City to preserve the investment into the transportationsystem. The construction and annual cost data, based on lane miles, from the WSDOTPavement Asset Management report provides guidance on allocating financial resourcesfor pavement preservation and are shown in Table 3.



TABLE 3

Annual Pavement Cost Data (WSDOT)

Treatment Added Life (Years)Typical

Construction Cost*Typical Annual

Cost*Maintenance 2 to 4 $5,000 $1,500Chip Seal Rehab 6 to 7 $40,000 $7,000Asphalt Rehab 10 to 17 $250,000 $18,000

*Per Lane Mile.

Based on this information, just to provide general maintenance (crack sealing, isolatedpavement repair, etc.) on the City’s 224 lane miles of infrastructure, a minimum annualmaintenance budget amount of $336,000 should be targeted. A more aggressive targetwould include incorporation of a chip seal rehabilitation (or micro-seal) program on the54 lane miles of arterials in Ocean Shores. A target budget for an arterial chip sealprogram is $378,000. Therefore, an overall annual budget target to incorporate an arterialchip seal program (54 lane miles) and facilitate maintenance on the remaining streets(170 lane miles) should be in the range of $633,000 per year. Based on discussions withCity Staff, an arterial chip seal program may not be financially feasible at this point intime. As such, it is recommended that the City start with the minimum annualmaintenance target of $336,000 and re-evaluate the program efficiency in 3 to 5 years.

Given that Ocean Shores is unique in that settlement deficiencies are noted throughoutthe transportation network, additional resources should be allocated specifically toaddress the anticipated continuing settlement concerns prior to facilitating pavementmaintenance. Based on the results of this report, the cost to address all of the notedsettlement areas is $240,000. Annual needs for addressing new deficiencies will vary.As such, it is recommended that $60,000 per year be allocated to address settlementconcerns. Based on cost data presented herein, this would be sufficient to addressapproximately 600 square feet of settlement related deficiencies annually.

We also recommend that the City consider implementing a formal pavement managementprogram (PMP). The primary purpose of the PMP is to prioritize where budget resourcesare best utilized to maximize the life expectancy of the transportation system.Implementation costs for a program vary based on the software provider. A reasonablesoftware package in today’s market will cost around $40,000 initially for the softwareand set up and may cost up to $10,000 annually in maintenance costs. Additionally, theCity will need to dedicate staff time or contract time for maintaining pavement conditionratings for the roadways, documentation, prioritization and capital execution of the work,which can be expected to be approximately $20,000 annually.



The financial impacts associated with these recommendations for Year 1 and forsubsequent years are summarized in Tables 4 and 5.

TABLE 4

Recommended Costs for Year 1

Activity Annual CostRepair Distresses (from Table 2) $116,000Settlement Repair (form Table 2) $240,000PMP Procurement and Implementation $60,000Total $416,000

Year 1 expenses will address the various pavement distresses noted in this report alongwith the establishing a City-wide pavement management program.

TABLE 5

Recommended Annualized Costs

Activity Lane Miles (LM) Annual Cost/LM Annual CostMaintenance 224 $1,500 $336,000Settlement Repair $60,000PMP Maintenance and Updates $30,000Total $426,000

Following Year 1, the recommended annualized cost increases to fund the on-goingroadway maintenance on the entire roadway network, including newly discovered areasof settlement. Consideration should be given to increase the costs shown in Table 5 by3 percent per year to account for material cost increases and inflation.

APPENDIX A

PAVEMENT ASSESSMENT MAP

CITY OF OCEAN SHORES

SUBBASE-RELATED DISTRESS

SURFACE-RELATED DISTRESS

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NOTES

CITY OF OCEAN SHORES


APPENDIX A

CONSULTING ENGINEERS

PAVEMENT ASSESSMENT REPORT

LEGEND

APPENDIX B

PAVEMENT ASSESSMENT SUMMARY TABLE

Project # Date Street Name Comments1 7/11/2017 E. Ocean Shores Blvd. Pavement settlement at intersection of Trade Wind Avenue.

2 7/11/2017 Riviera Ave. SW Small edge cracking (City took a photo)

3 7/11/2017 N. Jetty Ave. SW Edge depression (City took a photo)

4 7/11/2017 Galaxy Ct. SW Small circular patch. Edges need to be sealed.

5 7/11/2017 Channel Ave. SW Small longitudinal cracking near Nomad. Joints should be crack sealed.

6 7/11/2017 S. Bel Air Lp. SW Minor issues with edge cracking. Potential tree root issue.

7 7/11/2017 Brookside Ct. SW Edge cracking. (City took a photo)

8 7/11/2017 Pt. Brown Ave. NE. Crack seal the center seam and various other seams and cracks.

9 7/11/2017 Pt. Brown Ave. SE Minor areas for crack sealing.

10 7/11/2017 Ocean Lake Way Small depressions near Dolphin Avenue

11 7/12/2017 Helm St. NWMinor raveling patch at Helm Street and Ensign Avenue. Small dip at edge of roadway at Helm Street and Jib Street (north side,

near hydrant)

12 7/12/2017 Gull St. NW Intersection of Gull Street & Ensign Avenue has rough edges (south corner). North corner, crack seal edges.

13 7/12/2017 Sand Dune Ave. NW Raveling at the intersection of Sand Dune Avenue and Ocean Shores Boulevard.

14 7/12/2017 Texmar Ave. SW Rough patch at Seashore Street. Road dip near 878 Texmar Street.

15 7/12/2017 N. Narwhal Lp. NW Gravel tracked onto roadway. Road dip at 247-feet east of driveway

16 7/12/2017 S. Port Lp. SW Raveling at north intersection of South Port Loop and Ocean Shores Boulevard

17 7/12/2017 Ocean Lake Way SW Seal the seams at Ocean Lake Way & Sand Dune Avenue. Raveling at Ocean Lake Way & Ocean Shores Boulevard

18 7/12/2017 Ocean Lake Way SW Pavement settlement at Ocean Shores Boulevard & Ocean Lake Way

19 7/12/2017 Dolphin Ave. NE Pavement settlement north of Ocean Lake Way. Various other areas of settlement noted.

20 7/12/2017 S. Rain St. NE Seam at Rain Street & Chance a la Mer should be crack sealed.

21 8/4/2017 S.R. 115 Longitudinal crack at Shamrock Way should be sealed. Noted "rough" spots at pavement patches.

22 8/4/2017 Fairwood Dr. SWPavement settlement (at 1265 Fairwood Drive). Pavement settlement (intersection of Greenview Avenue & Fairwood Drive).

Various water valve boxes have settled. Edge damage near water service (at 1175 Fairwood Drive).

23 8/4/2017 Impala St. SW Seam at Storm King Way & East Ocean Shores Boulevard should be crack sealed. Various water valve boxes have settled.

24 8/4/2017 Greenview Ave. SW

Pavement settlement at intersection of Greenview Avenue & Marine View Drive. Indication of surface ponding at the

northeast corner of intersection. Minor alligator cracking (at 7093 Greenview Avenue). Minor pavement settlement at

intersection of Fairwood Drive& Greenview Avenue.

25 8/4/2017 Winlock St. SWSeam at Ocean Shores Boulevard and Fairwood Drive should be crack sealed. Minor raveling at intersection with Ocean Shores

Boulevard.

26 8/4/2017 Broadmoor Ct. SW Seam at Winlock Street should be crack sealed.

27 8/4/2017 Driftwood St. SW Seam at Ocean Shores Boulevard should be crack sealed.

28 8/4/2017 Casper Ct. SW Seam at Greenview Avenue should be crack sealed. Existing asphalt patch at intersection.

29 8/4/2017 Crestshire Dr. SW Pavement cracking near water service (1076 Crestshire Loop). Minor raveling of north intersection with Greenview Avenue.

PAVEMENT ASSESSMENT SUMMARY TABLE

30 8/4/2017 Ocean View St. SW Seam at Ocean Shores Boulevard and Greenview Street should be crack sealed. Minor raveling at each intersection.

31 8/4/2017 S. Sand Dune Ave. SW Trench patch (781 South Sand Dune Avenue) has settled.

32 8/4/2017 Razor Clam Dr. SWTrench settlement near 155, 172, 189 and 212 Razor Clam Drive. Minor alligator cracking at intersection of North Razor Clam

Drive and Cockle Street and at 185 Razor Clam Drive.

33 8/4/2017 Seagate St. SW Seam at Point Browne Avenue should be crack sealed.

34 8/4/2017 Wawona St. SWPavement settlement at intersection of Wawona Avenue and Tonquin Avenue. Trench patch (783 Wawona Avenue) has

settled.

35 8/4/2017 Silver King Dr. SE Minor raveling at intersection of Tonquin Avenue & Silver King Avenue.

36 8/4/2017 Jetty View Ave. SE Pavement settlement 200 feet north of Marine View Drive intersection (6- to 8-inches deep).

37 8/4/2017 Sea Breeze Dr. SE Seam at Sea Breeze Loop and Marine View Drive should be crack sealed.

38 8/4/2017 Beachwood Lp. SESeam at north intersection with Marine View Drive should be crack sealed. Minor raveling at south intersection with Marine

View Drive.

39 8/4/2017 Oyhut Bay Blvd. SW "Rough" transition at Fairwood Drive intersection. Existing trench patch should be crack sealed.

40 8/4/2017 Perdita St. SE Minor raveling at intersection of Perdita Street and Discovery Avenue.

41 8/4/2017 Octopus Ave. NE Replace existing asphalt around water valve box at intersection of Octopus Avenue & Ocean Lake Way.

42 8/4/2017 Bass Ave. NEMinor raveling at intersection of Bass Avenue & Albatross Street. Pavement settlement (west side), 20 feet north Ponderosa

Loop intersection. Two trench patches (392 Bass Avenue) have settled. Two trench patches (136 Bass Avenue) have settled.

43 8/4/2017 Cardinal Ave. NE Pavement settlement (east side) 20 feet north of 744 Cardinal Avenue.

44 8/4/2017 Park Ave. NE Seam at Edgewood Avenue should be crack sealed. Various water valve boxes have settled.

45 8/4/2017 Sunset Ave. NE Minor raveling at intersection of Sunset Avenue & Chance a la Mer. Asphalt patch around water valve should be crack sealed.

46 8/4/2017 J.K. Lewis St. NE"Rough" transition at pavement seam, 30 feet east of Point Brown Avenue. Pavement settlement, north side of road, 20 feet

west of Ace Hardware driveway. Minor raveling at intersection of Dolphin Avenue.

47 8/4/2017 Weatherwax Dr. NEMinor raveling at intersection of Weatherwax Loop & Sunset Avenue. Pavement settlement (west side) at 604 Weatherwax

Drive.

48 8/4/2017 Woodland Lp. NE Pavement settlement at intersection of Weatherwax Drive & Woodland Loop.

49 8/4/2017 Seahorse Ave. NE Minor raveling at intersection with Chance a la Mer and Shoal Street.

50 8/4/2017 Shoal St. NE Minor raveling at intersection of Rain Street & Shoal Street.

51 8/4/2017 Shoal Ext. NW Minor raveling at each end.

52 8/4/2017 Barnacle St. NWMinor raveling at each end. Alligator cracking, 150 feet east of Ocean Shores Boulevard (westbound lane). Alligator cracking.

100 feet west of Minard Avenue (eastbound lane).

53 8/4/2017 Minard Ave. NW

Alligator cracking (westbound lane) near McDonald's entrance. Trench patch, McDonald's north entrance should be repaired.

Sewer manhole cover (839 Minard Avenue) has settled. Pavement settlement and alligator cracking at 859 Minard Avenue

(westbound lane).

54 8/4/2017 Anchor Ave. NW Minor raveling at intersection of Ocean Shores Boulevard.

55 8/4/2017 Magellan Ave. NERaveling and gravel tracking at the intersection with Shoal Street. Existing trench patch (east of the Twin Star driveway) is

showing signs of settlement.

56 8/25/2017 Capstan St. NW

Equipment track marks at the cross over at ocean shores south bound 40 feet west of convention center entrance east bound

lane base failure North bound ocean shores Blvd. at intersection base failure on shoulder extending into the travel lane

Reveling at the convention center crossover westbound 25 feet east on the westbound lane there's base failure

57 8/25/2017 Olympic View Ave. NEMinor raveling at intersection of an Olympic View Avenue & Duck Lake Drive. Trench patch (152 and 191 Olympic View

Avenue) are showing signs of failure. Pothole repair (190 Olympic View Avenue) is showing signs of failure.

58 8/25/2017 Sunrise Ave. SEMinor raveling at intersection of Pearsall Street & Sunrise Avenue. Alligator cracking near 255 Pearsall Street, southbound

lane.

59 8/25/2017 Polaris Blvd. SW Raveling and cracking at intersection of Ocean Shores Boulevard & Polaris Avenue.

60 8/25/2017 Taurus Blvd. SW Moderate to severe raveling at intersection of Point Brown Avenue & Taurus Boulevard.

61 8/25/2017 Volans Ave. SW Minor raveling at intersection of Ocean Shores Boulevard & Volans Avenue.

62 8/25/2017 Snahapish Ave. SE Existing trench patch (372 Snahapish Avenue) is showing signs of failure.

63 8/25/2017 Albion Ave. SE Minor raveling along the seam with Mount Olympus Avenue.

64 8/25/2017 Island Cir. SE Minor raveling at intersection of Cormorant Street & Island Circle.

65 8/25/2017 Wakina Lp. SE Manhole at intersection of Wakina Loop & Duck Lake Drive should be adjusted.

66 8/25/2017 Lake Island Ave. SE Manhole at intersection of Lake Island Avenue & Duck Lake Drive should be adjusted.

67 8/28/2017 Wishkah St. SW Minor raveling at intersection of Volans Avenue & Wishkah Street.

68 8/28/2017 Calawah St. SW Minor raveling at intersection of Volans Avenue & Calawah Street.

69 8/28/2017 Cockle St. SWMinor raveling at intersection of Cockle Street & Razor Clam Drive. Cul de sac has an area of localized base failure (alligator

cracking). Existing trench patch (356 Cockle Street) is showing signs of failure.

70 8/28/2017 Butter Clam St. SW Severe raveling at intersection of Butter Clan Street & Ocean Shores Boulevard.

71 8/28/2017 Otsego St. SW "Rough" transition at the cul-de-sac.

72 8/28/2017 Seashore St. SW Minor raveling at intersection of Ocean Shores Boulevard & Seahorse Street.

73 8/28/2017 Yorkmar St. SW Minor raveling at intersection with Ocean Shores Boulevard & Yorkmar Street.

74 8/28/2017 Trustee St. SW Manhole at Trustee Street & Torrisdale Avenue should be adjusted.

75 8/28/2017 Torrisdale Ave. SW Seams at existing trench patch (intersection with Seashore Street) should be crack sealed.

76 8/28/2017 Cascade Ave. SW Minor raveling at Marine View Drive & Texmar Street intersections.

77 8/28/2017 Pacific Surf St. SW "Rough" transition at intersection of Texmar Street & Pacific Surf Avenue.

78 8/28/2017 Palmer St. SW "Rough" transition at Marine View Drive & Palmer Street.

79 8/28/2017 Vagabond Ave. SW Minor raveling at intersection of Vagabond Avenue & Wawona Avenue. Existing seams should be crack sealed again.

80 8/28/2017 Lake West Lp. NE Existing trench patch (475 Lake West Loop) has settled.

81 7/11/2017 Mizzen Ave. NW Existing trench patch at intersection with Ensign Ave. Seams should be sealed again.

82 7/11/2017 Helm St. NW Minor raveling at Ensign Avenue intersection

83 7/11/2017 Gull St. NW Minor raveling at Ensign Avenue intersection

84 7/11/2017 Jib St. Existing trench patch at intersection with Ocean Shores Blvd. Seams should be sealed.

85 7/12/2017 Mount Olympus Ave. Pavement settlement on east side of road near School

86 7/12/2017 Mount Olympus Ave. Minor alligator cracking near the pavement settlement area at school.

87 7/12/2017 Wynoochee Dr. SW Pavement settlelement on north side of road, west of Pt. Brown Avenue.

88 7/11/2017 N. Narwhal Lp. NW Minor raveling at Ocean Shores Blvd intersection

89 7/11/2017 N. Oar Lp. NW Minor raveling at Ocean Shores Blvd intersection

90 7/11/2017 Wynoochee Dr. SW Pavement patch at intersection with Texmar St. SW

91 7/11/2017 Pacific Surf St. SW Pavement patch at intersection with Texmar St. SW

92 7/12/2017 N. Bay Ave SE edge of street cracking near 726 Bay Ave.

93 7/12/2017 Duck Lake Dr NE edge gravel washing away (?) spun out. South of Albatross St.

94 7/11/2017 Ocean Shores Blvd NW Old pavement grind at Ensign Avenue NW

95 7/11/2017 Pacific Blvd NW Tracking on sand and gravel onto roadway at Pacific Blvd and Ocean Shores Blvd

96 7/11/2017 Ocean Shores Blvd NW Pavement settlement, south of Pacific Blvd NW

97 7/11/2017 Ocean Shores Blvd NW Longitudinal crack on Ocean Shores Blvd (SB) at Taurus Blvd.

98 7/11/2017 Ocean Shores Blvd NW Cracking and minor settlement on Ocean Shores Blvd (just south of Taurus)

99 7/11/2017 Ocean Shores Blvd NW Settlement in the northbound lane of Ocean Shores Blvd (near Taurus)

100 7/11/2017 Ocean Shores Blvd NW Cracking and minor settlement on Ocean Shores Blvd (NB lane near Decatur)

101 7/11/2017 Ocean Shores Blvd NW Minor raveling and cracking at south end of Ocean Shores Blvd.

102 7/11/2017 Ocean Shores Blvd NW Minor cracking across street from condos

103 7/11/2017 Storm King Way Edge cracking just north of Portal Loop

104 7/11/2017 Storm King Way Settlement on Storm King Way near South Portal Loop

105 7/11/2017 N Bel Air Loop longitudional cracking at centerline

106 7/11/2017 Ocean Crest Ave longitudional cracking at along edge just west of eyebrown

107 7/11/2017 Ocean Shores Blvd NW Settlement on Ocean Shores Blvd north of Inglewood Court SW

108 7/11/2017 Pt. Brown Ave. NE very minor cracking in south bound lane, just south of Ocean Shores Blvd.

109 7/11/2017 Chance a la Mer existing crack should be resealed

110 7/11/2017 Albatross St raveling and loss of asphalt at intersection with Chance a la Mer

111 7/11/2017 Albatross St Longitudinal cracking in westbound lane, east of Bass interserction

112 7/11/2017 Albatross St small area of edge cracking

113 7/11/2017 Canal Dr. settlement in the southbound lane near the PW shop

114 7/11/2017 Canal Dr. existing pavement patches with no joint sealant

115 7/12/2017 S. Narwhal Loop pavement settlement on edge of roadway

116 7/12/2017 S. Oar Loop Raveling at north intersection of South Oar Loop and Ocean Shores Boulevard

117 7/12/2017 Mt. Olympus Ave Aligator cracking around bridge approach

118 7/12/2017 Mt. Olympus Ave edge settlement near 538 Mt. Olympus Ave.

119 8/4/2017 S. Razor Clam Dr Trench settlement near 179 Razor Clam Drive

120 8/4/2017 Marine View Drive Settlement area on north side of road near 500 Marine View Drive

121 8/25/2017 Pt. Brown Ave. NE Edge issues at intersection of Polaris.

APPENDIX C

STREET SEGMENT DATA

Arterial Termini Segment Length Travel Lanes Pavement Width Lane Miles

ADAK CT WAWONA AVE to EOP 0.024 2 22 0.048

ADUS CT MT OLYMPUS to EOP 0.011 2 22 0.022

ADVENTURER ST PT BROWN to WAWONA 0.218 2 22 0.436

AGATE CT WAWONA AVE to WEST END 0.01 2 22 0.02

ALBATROSS CHANCE A LA MER to DUCK LAKE DR 0.11 2 21 0.22

ALBATROSS DOLPHIN to CHANCE A LA MER 0.36 2 21 0.72

ALBATROSS DOLPHIN to CANAL 0.18 2 21 0.36

ALBATROSS PT BROWN AVE to ENSIGN AVE 0.02 1 12 0.02

ALBION CAKESOSTA to MT OLYMPUS 0.739 2 22 1.478

ALCADE CT SAND DUNE AVE to EAST END 0.03 2 16 0.06

ALDER CT CANAL DR to EAST END 0.03 2 20 0.06

ALIDA CT POINT BROWN AVE to EOP 0.035 2 22 0.07

ALPINE CT WAKINA LOOP to WEST END 0.01 2 22 0.02

ALTAIR ST MT. OLYMPUS AVE to EAST END 0.05 2 22 0.1

ANCHOR OCEAN SHORES BLVD to BARNACLE 0.326 2 22 0.652

AQUILA CT AURIGA ST to WEST END 0.03 2 18 0.06

ARCADIA CT WOODLAND LP to WEST END 0.01 2 30 0.02

ARIES CT OCEAN SHORES BLVD to EAST END 0.03 2 20 0.06

ASTER CT LAKE ISLAND to EOP 0.032 2 22 0.064

ATTU CT WAWONA AVE to EAST END 0.02 2 22 0.04

AUK CT ISLAND CIRCLE to EOP 0.015 2 22 0.03

AURIGA ST OCEAN SHORES BLVD to OCEAN LAKE WY 0.256 2 22 0.512

BAILEY CT CANAL to EOP 0.025 2 22 0.05

BALBOA CT SUNSET AVE to EAST END 0.02 2 22 0.04

BALDPATE CT WOOD DUCK to EOP 0.021 2 22 0.042

BARNACLE ST MINARD to OCEAN SHORES BLVD 0.142 2 12 0.284

BARNACLE ST OCEAN SHORES BLVD to MINARD 0.142 2 22 0.284

City of Ocean ShoresStreet Inventory - Segment Data (Information provided by the Washington State Transportation Improvement Board)

BASS AVE ALBATROSS to OCEAN LAKE WAY 0.928 2 20 1.856

BAY AVE WAKINA LP to PENNISULA CT 0.161 2 20 0.322

BAY CT N BAY AVE to EOP 0.01 2 22 0.02

BAY VIEW CT MT ST HELENS LP to EOP 0.037 2 22 0.074

BEACH ST OCEAN SHORES BLVD to WEST END 0.05 2 20 0.1

BEACHCOMBER CT WAWONA to EOP 0.088 2 22 0.176

BEACHWOOD LP MARINE VIEW to MARINE VIEW 0.085 2 22 0.17

BEAVER CT POINT BROWN AVE to EOP 0.032 2 22 0.064

BELAIR LOOP STORM KING to SPINNAKER 0.28 2 20 0.56

BELAIR LOOP STORM KING to SPINNAKER 0.284 2 20 0.568

BELANA CT DISCOVERY AVE to EOP 0.013 2 22 0.026

BIRCH CT CANAL DR to EAST END 0.03 2 20 0.06

BLUE WING LP DUCK LAKE DR to DUCL LAKE DR 0.218 2 22 0.436

BRANT CT ALBION AVE to EOP 0.025 2 22 0.05

BREAKERS CT WESTWIND AVE to EOP 0.027 2 22 0.054

BRENTWOOD CT GREENVIEW AVE to WEST END 0.03 2 18 0.06

BREWER CT FAIRWOOD to EOP 0.013 2 22 0.026

BRISTOL CT WAWONA AVE to EOP 0.031 2 22 0.062

BROADMOOR CT WINLOCK ST to SOUTH END 0.04 2 20 0.08

BROOKDALE CT FAIRWOOD to EAST END 0.03 2 16 0.06

BROOKSIDE CT OCEAN SHORES BLVD to EAST END 0.06 2 22 0.12

BUCKTHORN CT LAKE BAY LP to EOP 0.041 2 22 0.082

BUFFLEHEAD ST PT BROWN to VAGABOND 0.085 2 22 0.17

BUTIN CT CHINOOK AVE to EOP 0.015 2 22 0.03

BUTTER CLAM ST SW BULB EAST to EOP 0.152 2 20 0.304

BUTTER CLAM ST SW NORTH SIDE OF BULB to 0.262 2 20 0.524

BUTTER CLAM ST SW OCEAN SHORES BLVD to RAZOR CLAM 0.11 2 22 0.22

BUTTER CLAM ST SW OCEAN SHORES BLVD to BEACH 0.125 2 22 0.25

BUTTER CLAM ST SW RAZOR CLAM to WEST END OF BULB 0.09 2 20 0.18

BUTTER CLAM ST SW SOUTH SIDE OF BULB to 0.262 2 20 0.524

BYRNE ST SW E OCEAN SHORES BLVD to OCEAN CREST AVE 0.047 2 20 0.094

CAKESOSTA MT OLYMPUS to EOP 0.341 2 22 0.682

CALAWAH N WYNOOCHEE to VOLANS 0.492 2 20 0.984

CALIENTE CT OCEAN SHORES BLVD to EAST END 0.05 2 20 0.1

CAMARO LP STORM KING (N) to STORM KING (S) 0.152 2 20 0.304

CAMDEN CT SAND DUNE AVE to EAST END 0.05 2 16 0.1

CAMOKO CT HASSALO to EOP 0.014 2 22 0.028

CANAL DR ALBATROSS to JK LEWIS 0.592 2 22 1.184

CANAL DR MT OLYMPUS to RAINIER CT 0.587 2 22 1.174

CANAL DR OCEAN LAKE WAY to MT OLYMPUS 0.455 2 22 0.91

CANAL DR OCEAN LAKE WY to PERCH 0.511 2 22 1.022

CANAL DR PERCH to ALBATROSS 0.44 2 22 0.88

CAPE ALAVA MT OLYMPUS to QUINAULT 0.123 2 20 0.246

CAPSTAN ST NW MINARD AVE to OCEAN CT 0.07 1 22 0.07

CAPSTAN ST NW OCEAN SHORES BLVD to OCEAN CT 0.09 1 12 0.09

CAPTAIN GRAY CT DUCK LAKE DR to EOP 0.09 2 20 0.18

CAPTAINS CT MARINE VIEW DR to NORTH END 0.07 2 18 0.14

CARDINAL AVE E CHANCE to E RAIN 0.355 2 22 0.71

CASCADE AVE SW TEXMAR AVE to MARINE VIEW DR 0.189 2 20 0.378

CASPER CT GREENVIEW AVE to EAST END 0.02 2 16 0.04

CATALA AVE DISCOVERY to DUCK LAKE DR 0.455 2 22 0.91

CATALA AVE DUCK LAKE DR to HASSALO 0.26 2 22 0.52

CATALINA CT OCEAN SHORES BLVD to EOP 0.032 2 22 0.064

CEDAR CREST CT OCEAN SHORES BLVD to EAST END 0.02 2 20 0.04

CEDAR CT DOLPHIN to WEST END 0.04 1 20 0.04

CENTARUS POLARIS to TAURUS 0.436 2 22 0.872

CETUS ST S OAR to S PORT 0.047 1 10 0.047

CHACO CT DISCOVERY AVE to EOP 0.013 2 22 0.026

CHANCE A LA MER OCEAN SHORES BLVD to PT BROWN 0.25 3 38 0.75

CHANCE A LA MER OCEAN SHORES BLVD to WEST END 0.09 2 38 0.18

CHANCE A LA MER PT BROWN to OCEAN SHORES BLVD 0.25 3 38 0.75

CHANCE A LA MER PT BROWN to RAINBOW CT 0.72 2 22 1.44

CHANCE A LA MER RAINBOW CT to ALBATROSS 0.47 2 22 0.94

CHANCE A LA MER WEST END to OCEAN SHORES BLVD 0.09 2 38 0.18

CHANNEL AVE SW N PORTAL ST to OCEAN SHORES BLVD 0.335 2 20 0.67

CHAPARRAL ST LAKE BAY LP to WILDWOOD 0.331 2 22 0.662

CHEHALIS CT CLOQUALLUM to EOP 0.015 2 22 0.03

CHENOIS AVE NE ALBATROSS ST to E RAIN ST 0.928 2 21 1.856

CHICKAMIN CT QUINAULT to EOP 0.018 2 22 0.036

CHINOOK AVE DUCK LK DR to VINCA 0.346 2 22 0.692

CHINOOK AVE VINCA CT to WAKINA LP 0.355 2 20 0.71

CLAIRE CT GUNDERSON DR to EOP 0.042 2 22 0.084

CLOQUALLUM ST MAKAH to TAHOLAH 0.156 2 22 0.312

CLOVER CREEK PACIFIC to PT BROWN 0.572 1 12 0.572

CLOVER CREEK PT BROWN to PACIFIC 0.572 1 12 0.572

CLOVER ST MAST to SAND DUNE 0.193 1 12 0.193

CLOVER ST SAND DUNE to MAST 0.193 1 12 0.193

COCKLE ST SW N RAZOR CLAM DR to EOP 0.417 2 20 0.834

COD CT TEXMAR ST to EOP 0.012 2 22 0.024

COLUMBIA ST WAWONA to PT BROWN 0.137 2 22 0.274

COMET CT OTSEGO to EOP 0.01 2 22 0.02

COMPASS CT SUNSET AVE to WEST END 0.01 2 30 0.02

COPALIS AVE NE E RAIN ST to CHENOIS AVE 0.491 2 21 0.982

CORMORANT MT OLYMPUS to LAKE ISLAND CIR 0.137 2 22 0.274

CORNING CT LAKE VIEW LP to EOP 0.075 2 22 0.15

CORNWELL CT DUCK LAKE DR to EOP 0.022 2 22 0.044

COUGAR CT OCEAN SHORES BLVD to EAST END 0.02 1 16 0.02

COWLITZ CT OCEAN SHORES BLVD to EOP 0.017 2 22 0.034

COYOTE CT WAWONA AVE to EOP 0.052 2 22 0.104

CRESTSHIRE LOOP SW GREENVIEW AVE to GREENVIEW AVE 0.232 2 20 0.464

CUDDY CT SHORT CUDDY AVE to EOP 0.034 2 22 0.068

CUTLASS CT OCEAN SHORES BLVD to EAST END 0.03 2 20 0.06

CYGNUS ST CENTAURUS to CENTAURUS 0.355 2 22 0.71

CYPRESS CT HARBOR VIEW to EOP 0.024 2 22 0.048

DAVIT CT KELP ST to SOUTH END 0.02 2 22 0.04

DECATUR S SAND DUNE AVE to OCEAN SHORES BLVD 0.095 2 22 0.19

DELTA CT OCEAN SHORES BLVD to EAST END 0.02 2 20 0.04

DEUX CT OCEAN SHORES BLVD to EAST END 0.05 2 20 0.1

DIAMOND HEAD AVE S PORTAL LOOP to E OCEAN SHORES BLVD 0.234 2 20 0.468

DISCOVERY AVE MT OLYMPUS to HASSALO 0.511 2 22 1.022

DISCOVERY AVE PROTECTION ISL RD to POINT BROW 0.227 2 24 0.454

DISCOVERY AVE PT BROWN to MT OLYMPUS 0.17 2 22 0.34

DOLPHIN ALBATROSS to E CHANCE 0.663 2 22 1.326

DOLPHIN CHANCE to E RAIN ST 0.38 2 22 0.76

DOLPHIN OCEAN LAKE WY to ALBATROSS 0.928 2 22 1.856

DORADO ST POLARIS to ORION 0.189 2 22 0.378

DORADO ST S OAR to POLARIS 0.161 2 22 0.322

DORY CT S RAIN ST to WEST END 0.02 2 20 0.04

DOVER CT DUCK LAKE DR to EOP 0.033 2 22 0.066

DRACONIS MUDHEN LP to EOP 0.128 2 22 0.256

DRIFTWOOD ST OCEAN SHORES BLVD to WEST END 0.04 2 20 0.08

DUCK LAKE DR CATALA to LAKE ISLAND DR 0.587 2 22 1.174

DUCK LAKE DR LAKE ISLAND DR to CHINOOK 0.634 2 22 1.268

DUCK LAKE DR MORNING STAR LANE to ALBATROSS 1.06 2 22 2.12

DUCK LAKE DR N END CHINOOK to HARBORVIEW LP 0.417 2 22 0.834

DUCK LAKE DR N HARBORVIEW to PEARSALL 0.303 2 22 0.606

DUCK LAKE DR OVERLAKE to ALBATROSS 0.72 2 22 1.44

DUCK LAKE DR PEARSALL to OVERLAKE 0.303 2 22 0.606

DUNE CT SAND DUNES AVE to EAST END 0.02 2 20 0.04

EAGLE NEST CT LAKE BAY LP to EOP 0.099 2 22 0.198

EBB CT SEASHORE ST to EAST END 0.01 2 25 0.02

EDGEWOOD AVE CARDINAL to E RAIN 0.398 2 22 0.796

EGRET CT ALBION AVE to EOP 0.012 2 22 0.024

EIDER CT ALBION AVE to EOP 0.019 2 22 0.038

ELK CT TRUSTEE ST to SOUTH END 0.02 1 18 0.02

ELWAH ST SW N WYNOOCHEE DR to WISHKAH AVE 0.047 2 20 0.094

ENSIGN AVE ALBATROSS to PACIFIC 0.261 2 20 0.522

ENSIGN AVE OCEAN SHORES BLVD to ALBATROSS 0.36 2 20 0.72

ENSIGN AVE PACIFIC to CLOVER CREEK 0.483 2 20 0.966

ERIDANI LOOP MT OLYMPUS to MT OLYMPUS 0.256 2 22 0.512

EVERGREEN AVE WAKINA LP to DUCK LAKE DR 0.237 2 20 0.474

EVERGREEN CT EVERGREEN AVE to EOP 0.013 2 22 0.026

EXACT CT POINT BROWN AVE to EOP 0.032 2 22 0.064

FAIRWOOD AVE SW GREENVIEW AVE to MARINE VIEW DR 0.733 2 22 1.466

FAIRWOOD AVE SW N PORTAL ST to SPORTSMEN'S ST 0.322 2 20 0.644

FAIRWOOD AVE SW SPORTSMEN'S ST to GREENVIEW AVE 0.354 2 20 0.708

FALIERO CT MAGELLAN AVE to WEST END 0.07 2 22 0.14

FALLS OF CLYDE MT OLYMPUS to MT OLYMPUS 0.809 2 22 1.618

FATHOM ST NE CHENOIS AVE to DUCK LAKE DR NE 0.052 2 20 0.104

FERN CT DUCK LAKE DR to EOP 0.033 2 22 0.066

FIR CREST CT FAIRWOOD to EOP 0.014 2 22 0.028

FIR CT VAGABOND AVE to EOP 0.034 2 18 0.068

FISHER ST HUTTON to DUCK LAKE DR 0.17 2 20 0.34

FLAX CT HARBOR VIEW LP to EOP 0.027 2 22 0.054

FLEETWOOD AVE OCEAN SHORES BLVD to N PORTAL 0.239 2 20 0.478

FOREST HILL CT OCEAN SHORES BLVD to EAST END 0.06 2 16 0.12

FOX CT TORRISDALE AVE to EOP 0.018 2 22 0.036

FRIGATE ST OCEAN SHORES BLVD to GULL 0.241 2 20 0.482

FURY CT OCEAN SHORES BLVD to EAST END 0.02 2 20 0.04

GADWELL CT ALBION AVE to EOP 0.015 2 22 0.03

GALAXY CT CHANNEL AVE to EOP 0.022 2 22 0.044

GALLEON LP MAGELLAN to MAGELLAN 0.15 2 22 0.3

GEMINI CT HASSALO to EOP 0.014 2 22 0.028

GEODUCK LOOP SW N RAZOR CLAM DR to N RAZOR CLAM DR 0.166 2 20 0.332

GLACIER CT LAKE BAY LP to EOP 0.106 2 22 0.212

GLENDALE CT OCEAN SHORES BLVD to EAST END 0.06 1 18 0.06

GLENDOVER CT FAIRWOOD AVE to EOP 0.013 2 22 0.026

GLOVER CT DUCK LAKE DR to EOP 0.026 2 22 0.052

GOLDENEYE WAWONA to PT BROWN 0.123 2 22 0.246

GREENVIEW AVE SW FAIRWOOD AVE to SPORTSMEN'S ST 0.355 2 20 0.71

GREENVIEW AVE SW MARINE VIEW DR to FAIRWOOD AVE 0.511 2 20 1.022

GREENVIEW CT GREENVIEW AVE to WEST END 0.02 2 20 0.04

GROUSE CT WAWONA AVE to WEST END 0.05 2 20 0.1

GULL ST ENSIGN to INLET 0.204 2 20 0.408

GUNDERSON AVE WAKINA LP to CATALA 0.275 2 22 0.55

HAGAR CT DUCK LAKE DR to EOP 0.028 2 22 0.056

HAKE CT WAWONA AVE to EAST END 0.09 2 22 0.18

HALCO ST SW S WYNOOCHEE DR to S RAZOR CLAM DR 0.047 2 20 0.094

HARBOR CT HARBOR VIEW LP to EOP 0.03 2 22 0.06

HARBORVIEW LP DUCK LAKE DR to DUCK LAKE DR 0.355 2 20 0.71

HASSALO MT OLYMPUS to DISCOVERY 0.469 2 22 0.938

HELM ST ENSIGN to INLET 0.216 2 20 0.432

HERON CT ALBION AVE to WEST END 0.02 2 22 0.04

HILO CT SEA VIEW AVE to EOP 0.021 2 22 0.042

HOH CT CALLAWAH ST to EOP 0.023 2 22 0.046

HOKO ST SW N WYNOOCHEE DR to OCEAN SHORES BLVD 0.057 2 20 0.114

HORSE CLAM ST SW N RAZOR CLAM DR to WYNOOCHEE DR 0.047 2 21 0.094

HUCKLEBERRY CT DUCK LAKE DR to EOP 0.038 2 22 0.076

HUTTON ST DUCK LAKE DR to OLYMPIC VIEW 0.076 2 20 0.152

HYDE CT LAKE VIEW LP to EOP 0.047 2 22 0.094

HYDRUS CT POLARIS BLVD. to SOUTH END 0.04 2 20 0.08

IMPALA ST E OCEAN SHORES BLVD to STORM KING 0.057 2 20 0.114

INGLEWOOD CT OCEAN SHORES BLVD to EOP 0.036 2 22 0.072

INLET JIB to FRIGATE 0.279 2 20 0.558

IOLA CT DISCOVERY AVE to EAST END 0.02 2 29 0.04

ISLAND CIR CORMORANT to CORMORANT 0.84 2 22 1.68

ITSWOOT QUINAULT to CAKESOSTA 0.218 2 22 0.436

JANUARY CT GREENVIEW AVE to EOP 0.017 2 22 0.034

JETTY AVE SPINNAKER ST to TRADE WINDS AVE 0.237 2 20 0.474

JETTY AVE SPINNIKER to SKYLARK 0.246 2 20 0.492

JETTY VIEW AVE MARINE VIEW DR to ADVENTURER 0.161 2 22 0.322

JIB OCEAN SHORES BLVD to HELM 0.26 2 20 0.52

JK LEWIS DOLPHIN to PT BROWN 0.256 2 21 0.512

JUNIPER CT SUNRISE AVE to EOP 0.023 2 22 0.046

KACHESS CT OLALLIE CIRCLE to EOP 0.014 2 22 0.028

KAHKWO CT MAKAH to EOP 0.123 2 22 0.246

KAILUA CT SAND PEBBLE DR to EOP 0.055 2 22 0.11

KELP OCEAN SHORES BLVD to ENSIGN 0.289 2 20 0.578

KERR CT SUNRISE AVE to EOP 0.023 2 22 0.046

KETCH CT GUNDERSON to EOP 0.018 2 22 0.036

KIDDER CT POINT BROWN AVE to EOP 0.029 2 22 0.058

KING CT STORM KING AVE to EOP 0.011 2 22 0.022

KING CYRUS LOOP SW S RAZOR CLAM DR to S RAZOR CLAM DR 0.166 2 20 0.332

KINGFISHER CT DUCK LAKE DR to EOP 0.035 2 22 0.07

KINGSTON CT PARK AVE to EAST END 0.02 2 22 0.04

KIRKWOOD CT SUNRISE to EOP 0.027 2 22 0.054

KLOSHE CT CANAL to EOP 0.015 2 22 0.03

KODIAK CT WAWONA AVE to EOP 0.024 2 22 0.048

KONA CT SAND PEBBLE AVE to EOP 0.03 2 22 0.06

LAKE BAY LOOP DUCK LAKE DR to DUCK LAKE DR 0.331 2 22 0.662

LAKE ISLAND AVE DUCK LAKE DR to BLUE WING 0.26 2 22 0.52

LAKE VIEW CT LAKE VIEW LOOP to NORTH END 0.02 2 24 0.04

LAKE WEST LOOP NE BASS AVE to BASS AVE 0.331 2 20 0.662

LAKEVIEW LP DUCK LAKE DR to DUCK LAKE DR 0.54 2 22 1.08

LANYARD CT PARK AVE to EAST END 0.01 2 30 0.02

LE MANS CT OCEAN SHORES BLVD to EAST END 0.02 2 20 0.04

LEEWARD ST CLOVER CREEK to ENSIGN 0.193 2 20 0.386

LEITHA CT QUINAULT to EOP 0.014 2 22 0.028

LEMA CT FAIRWOOD to EOP 0.013 2 22 0.026

LILLY CT LAKE ISLAND to EOP 0.022 2 22 0.044

LIPARI CT SAND DUNE AVE to EAST END 0.05 2 16 0.1

LOON ISLAND CIR to ISLAND CIR 0.047 2 22 0.094

LOTLOH AVE CANAL SE to SKOOUMCHUCK 0.18 2 20 0.36

MAGELLAN AVE PT BROWN to SHOAL 0.487 2 22 0.974

MAKAH ST SKOOKUMCHUCK to OLALLIE CIR 0.327 2 22 0.654

MALIBU ST E OCEAN SHORES BLVD to STORM KING AVE 0.05 2 16 0.1

MALLARD CT MT OLYMPUS to EOP 0.042 2 22 0.084

MALUS CT SUNRISE AVE to EOP 0.023 2 22 0.046

MAPLEWOOD CT OCEAN SHORES BLVD to EAST END 0.06 2 28 0.12

MARINA VIEW CT MARINE VIEW DR to EOP 0.03 2 22 0.06

MARINE VIEW DR FAIRWOOD to OCEAN SHORES BLVD 0.35 2 22 0.7

MARINE VIEW DR OCEAN SHORES BLVD to WEST END 0.152 2 22 0.304

MARINE VIEW DR PROTECTION ISL RD to TONQUIN 0.777 2 22 1.554

MARINE VIEW DR TONQUIN to FAIRWOOD 0.682 2 22 1.364

MARINER CT WAKINA LP to EOP 0.052 2 22 0.104

MARK CT DUCK LAKE DR to EOP 0.016 2 22 0.032

MARLIN CT WAWONA AVE to EAST END 0.06 2 22 0.12

MAST LEEWARD to ENSIGN 0.384 2 20 0.768

MEADOW AVE NE SUNSET AVE to WOODLAND LP 0.17 2 21 0.34

METEOR CT FALLS OF CLYDE to EAST END 0.01 2 24 0.02

MILLER CT DUCK LAKE DR to EOP 0.017 2 22 0.034

MINARD ST BARNACLE to OCEAN SHORES BLVD 0.587 2 22 1.174

MINARD ST W CHANCE to EOP 0.35 2 22 0.7

MINARD ST W CHANCE A LA MER to BARNACLE ST 0.25 2 22 0.5

MINK CT MARINE VIEW DR to NOTH END 0.02 2 20 0.04

MIRA CT MT OLYMPUS to EOP 0.012 2 22 0.024

MITER CT OCEAN SHORES BLVD to EAST END 0.01 2 24 0.02

MIZZEN AVE PT BROWN AVE to MAST 0.275 2 20 0.55

MOOSE CT OCEAN SPRAY to NORTH END 0.02 2 18 0.04

MOUNTAIN VIEW CT CHINOOK AVE to EOP 0.012 2 22 0.024

MT OLYMPUS ALBION to CAKESOTA 0.625 2 22 1.25

MT OLYMPUS CAKESOSTA to TOLEAK 0.36 2 22 0.72

MT OLYMPUS CAPE ALAVA to CANAL 0.568 2 22 1.136

MT OLYMPUS DISCOVERY to ALBION 0.473 2 22 0.946

MT OLYMPUS TOLEAK to CAPE ALAVA 0.341 2 22 0.682

MT ST HELENS LP GUNDERSON to GUNDERSON 0.137 2 22 0.274

MUD HEN LOOP MT OLYMPUS to MT OLYMPUS 0.218 2 22 0.436

MURPHY CT SUNRISE AVE to EOP 0.029 2 22 0.058

MURRE CT TEXMAR AVE to EAST END 0.01 2 40 0.02

MUSKRAT CT MARINE VIEW DR to NORTH END 0.14 2 20 0.28

MYRTLE CT SPRUCE LOOP to SOUTH END 0.02 2 16 0.04

NARWHAL LP OCEAN SHORES BLVD to OCEAN LAKE WAY 0.568 2 20 1.136

NARWHAL LP OCEAN SHORES BLVD to OCEAN LAKE WY 0.381 2 20 0.762

NICKLAUS CT FAIRWOOD to EOP 0.027 2 22 0.054

NOMAD ST SW FAIRWOOD AVE to CHANNEL AVE 0.047 2 20 0.094

OAK CT SPRUCE LOOP to EOP 0.014 2 22 0.028

OAKSRIDGE CT PALMER ST to EOP 0.014 2 22 0.028

OAR LP OCEAN LAKE WY to OCEAN SHORES BLVD 0.294 2 20 0.588

OAR LP OCEAN SHORES BLVD to OCEAN LAKE WY 0.478 2 20 0.956

OCEAN CREST AVE SEA VIEW ST to TRADE WINDS AVE 0.436 2 20 0.872

OCEAN CREST AVE SPINNAKER to SEA VIEW ST 0.052 2 20 0.104

OCEAN CT CAPSTAN ST to NORTH END 0.11 3 22 0.33

OCEAN LAKE WAY CANAL DR to BASS AVE 0.19 2 22 0.38

OCEAN LAKE WAY CANAL DR to PT. BROWN AVE 0.246 2 22 0.492

OCEAN LAKE WAY PT BROWN AVE to SAND DUNE AVE 0.436 2 22 0.872

OCEAN LAKE WAY SAN DUNE AVE to PT BROWN AVE 0.436 2 22 0.872

OCEAN LAKE WAY SAND DUNE AVE to WEST END 0.02 2 24 0.04

OCEAN SHORES BLVD BARNACLE to W CHANCE 0.265 2 22 0.53

OCEAN SHORES BLVD BARNACLE to CUDDY CT 0.327 2 22 0.654

OCEAN SHORES BLVD BUTTERCLAM to DECATUR 0.369 2 22 0.738

OCEAN SHORES BLVD BUTTERCLAM to SAND DUNE SW 0.199 2 22 0.398

OCEAN SHORES BLVD CLOVER to PACIFIC 0.341 2 22 0.682

OCEAN SHORES BLVD CLOVER to OCEAN LAKE WY 0.384 2 22 0.768

OCEAN SHORES BLVD CUDDY CT to BARNACLE 0.327 2 22 0.654

OCEAN SHORES BLVD CUDDY CT to PT BROWN 0.156 2 22 0.312

OCEAN SHORES BLVD DECATUR to BUTTERCLAM 0.369 2 22 0.738

OCEAN SHORES BLVD DECATUR to MARINE VIEW DR 0.346 2 22 0.692

OCEAN SHORES BLVD ENSIGN to W CHANCE 0.464 2 22 0.928

OCEAN SHORES BLVD ENSIGN to PACIFIC 0.464 2 22 0.928

OCEAN SHORES BLVD FLEETWOOD to SPINNAKER 0.327 2 22 0.654

OCEAN SHORES BLVD FLEETWOOD to SPORTSMAN 0.275 2 22 0.55

OCEAN SHORES BLVD JETTY to SPINNAKER 0.275 2 22 0.55

OCEAN SHORES BLVD MARINE VIEW DR to DECATUR 0.346 2 22 0.692

OCEAN SHORES BLVD MARINE VIEW DR to OCEAN CREST 0.473 2 22 0.946

OCEAN SHORES BLVD OCEAN CREST to MARINE VIEW DR 0.473 2 22 0.946

OCEAN SHORES BLVD OCEAN CREST ST to SPORTSMAN ST 0.379 2 22 0.758

OCEAN SHORES BLVD OCEAN LAKE WY to POLARIS 0.426 2 22 0.852

OCEAN SHORES BLVD OCEAN LAKE WY to CLOVER 0.384 2 22 0.768

OCEAN SHORES BLVD PACIFIC to CLOVER 0.341 2 22 0.682

OCEAN SHORES BLVD PACIFIC to ENSIGN 0.464 2 22 0.928

OCEAN SHORES BLVD POLARIS to OCEAN LAKE WY 0.43 2 22 0.86

OCEAN SHORES BLVD POLARIS to TAURUS 0.43 2 22 0.86

OCEAN SHORES BLVD PT BROWN to CUDDY CT 0.156 2 22 0.312

OCEAN SHORES BLVD SAND DUNE SW to TAURUS 0.488 2 22 0.976

OCEAN SHORES BLVD SAND DUNE SW to BUTTERCLAM 0.199 2 22 0.398

OCEAN SHORES BLVD SPINNAKER to FLEETWOOD 0.327 2 22 0.654

OCEAN SHORES BLVD SPINNAKER to JETTY 0.275 2 22 0.55

OCEAN SHORES BLVD SPORTSMAN ST to FLEETWOOD 0.275 2 22 0.55

OCEAN SHORES BLVD SPORTSMAN ST to OCEAN CREST ST 0.379 2 22 0.758

OCEAN SHORES BLVD TAURUS to SAND DUNE SW 0.488 2 22 0.976

OCEAN SHORES BLVD TAURUS to POLARIS 0.426 2 22 0.852

OCEAN SHORES BLVD W CHANCE to BARNACLE 0.265 2 22 0.53

OCEAN SHORES BLVD W CHANCE to ENSIGN 0.464 2 22 0.928

OCEAN SHORES BLVD E 4 LANE to SPINNAKER 0.284 2 20 0.568

OCEAN SHORES BLVD E DIAMOND HEAD to 4 LANE SECTION 0.473 2 20 0.946

OCEAN SHORES BLVD E JETTY to DIAMOND HEAD 0.322 2 20 0.644

OCEAN SHORES BLVD E SPINNAKER to 4 LANE 0.284 2 20 0.568

OCEAN SHORES BLVD E SPINNIKER to SPORTSMAN 0.331 2 20 0.662

OCEAN SHORES BLVD E SPORTSMAN to SPINNAKER 0.331 2 20 0.662

OCEAN SPRAY OCEAN SHORES BLVD to TRUSTEE 0.17 2 20 0.34

OCEAN VIEW ST OCEAN SHORES BLVD to GREENVIEW AVE 0.05 2 20 0.1

OCTOPUS ST ALBATROSS to OCEAN LAKE KWY 0.938 2 20 1.876

OLALLIE CIRCLE MAKAH to MAKAH 0.256 2 22 0.512

OLYMPIC VIEW DUCK LAKE DR to SMITH 0.398 2 20 0.796

OLYMPIC VIEW SMITH to PEARSALL 0.436 2 20 0.872

ORION ST TAURUS to POLARIS 0.439 2 22 0.878

OSTEGO ST SW S RAZOR CLAM to EOP 0.417 2 20 0.834

OTTER CT MARINE VIEW DR to EOP 0.023 2 22 0.046

OVERLAKE ST OCEAN LAKE WY to DUCK LAKE 0.587 2 22 1.174

OWL CT TEXMAR AVE to EOP 0.015 2 22 0.03

OYSTER CT DUCK LAKE DR to EOP 0.088 2 22 0.176

OZETTE ST NE E CHANCE A LA MER to DUCK LAKE DR NE 0.109 2 21 0.218

PACIFIC BLVD PT BROWN AVE to WEST END 0.341 2 22 0.682

PACIFIC BLVD WEST END to PT BROWN AVE 0.341 2 22 0.682

PACIFIC SURF AVE SW MARINE VIEW DR to TEXMAR AVE 0.123 2 20 0.246

PALMER ST MARINE VIEW DR to FAIRWOOD 0.17 2 20 0.34

PARADISE CT SUNSET AVE to EAST END 0.01 2 24 0.02

PARK AVE CARDINAL to EDGEWOOD 0.294 2 22 0.588

PARK CT PARK AVE to EAST END 0.02 2 22 0.04

PEARSALL ST DUCK LAKE DR to EAST EOP 0.104 2 20 0.208

PEARSALL ST DUCK LAKE DR to WEST EOP 0.08 2 20 0.16

PEBBLE CT SAND PEBBLE AVE to EOP 0.016 2 22 0.032

PENNISULA CT WAKINA to EOP 0.09 2 22 0.18

PERCH ST CANAL DR to OCTOPUS 0.095 2 20 0.19

PERDITA CATALA to DISCOVERY 0.052 2 22 0.104

PINTAIL CT ALBION AVE to EAST END 0.05 2 22 0.1

PIRANHA ST DOLPHIN AVE to OCTOPUS AVE 0.1 2 20 0.2

PLEASANT CT WAWONA AVE to SOUTH END 0.17 2 20 0.34

PLOVER CT DUCK LAKE DR to EOP 0.026 2 22 0.052

POINT BROWN ALBATROSS to JK LEWIS ST 0.663 2 35 1.326

POINT BROWN CHANCE to JK LEWIS 0.11 2 24 0.22

POINT BROWN CHANCE A LA MER to DAMON RD NCL 0.71 2 28 1.42

POINT BROWN DAMON RD NCL to CHANCE 0.71 2 28 1.42

POINT BROWN DISCOVERY to TONQUIN 0.606 2 35 1.212

POINT BROWN JK LEWIS to CHANCE 0.11 2 24 0.22

POINT BROWN N WYNOOCHEE to TAURUS 0.473 2 35 0.946

POINT BROWN OCEAN LAKE WY to PACIFIC BLVD 0.663 2 35 1.326

POINT BROWN PACIFIC to ALBATROSS 0.265 2 35 0.53

POINT BROWN POLARIS to OCEAN LAKE WY 0.398 2 35 0.796

POINT BROWN SEAGATE to N WYNOOCHEE 0.331 2 35 0.662

POINT BROWN TAURUS to POLARIS 0.464 2 35 0.928

POINT BROWN TONQUIN to SEAGATE 0.687 2 35 1.374

POLARA CT OCEAN SHORES BLVD to EAST END 0.04 2 20 0.08

POLARIS BLVD DORADO to PT BROWN BLVD 0.02 1 12 0.02

POLARIS BLVD OCEAN SHORES BLVD to DORADO ST 0.32 1 12 0.32

POLARIS BLVD PT BROWN BLVD to OCEAN SHORES BLVD 0.34 1 12 0.34

POLARIS ST OCEAN SHORES BLVD to SAND DUNE AVE 0.05 2 20 0.1

PONDEROSA LOOP NE BASS AVE to BASS AVE 0.303 2 20 0.606

PORT LOOP OCEAN LAKE WY to OCEAN SHORES BLVD 0.379 2 20 0.758

PORT LOOP OCEAN SHORES BLVD to OCEAN LAKE WY 0.216 2 20 0.432

PORT ROYAL ST NE WOODLAND LP to WEATHERWAX LP 0.052 2 20 0.104

PORTAL LOOP STORM KING to SPINNAKER 0.385 2 20 0.77

PORTAL LOOP STORM KING to SPINNAKER 0.383 2 20 0.766

POWELL ST DUCK LAKE DR to OLYMPIC VIEW 0.047 2 20 0.094

PRINCE ROYAL ST NE SUNSET AVE to WOODLAND LP 0.064 2 20 0.128

PROSPER CT SAND DUNES AVE to EAST END 0.05 2 22 0.1

PUFFIN ST CANAL NE to DOLPHIN 0.256 2 21 0.512

PUPPIS CT SEXTANS AVE to SOUTH END 0.02 2 20 0.04

PYXIS CT CYGNUS AVE to SOUTH END 0.02 2 20 0.04

QUAIL CT COCKLE ST to EOP 0.009 2 22 0.018

QUEETS ST SW N WYNOOCHEE DR to VOLANS AVE 0.256 2 20 0.512

QUINAULT CAPE ALAVA to ITSWOOT 0.41 2 22 0.82

QUINAULT CAPE ALAVA to CANAL 0.341 2 22 0.682

QUINAULT ITSWOOT to SOUTH END 0.13 2 24 0.26

RAIN ST DOLPHIN to DUCK LAKE DR 0.445 2 22 0.89

RAIN ST E CHANCE to DOLPHIN 0.381 2 22 0.762

RAINBOW CT E CHANCE A LA MER to NORTH END 0.08 2 22 0.16

RAINIER CT TAHOLAH ST to SOUTH END 0.01 2 24 0.02

RANDALL CT WEST WIND AVE to EOP 0.02 2 22 0.04

RAZOR CLAM DR SW BUTTER CLAM ST to PT BROWN AVE 1.028 2 20 2.056

RAZOR CLAM DR SW BUTTER CLAM ST to WAWONA ST 0.72 2 20 1.44

RAZOR CLAM DR SW WAWONA AVE to PT BROWN AVE 0.33 2 24 0.66

REDWOOD CT LAKE BAY LP to EOP 0.039 2 22 0.078

REPORTER CT OCEAN SHORES BLVD to EAST END 0.01 2 24 0.02

RIVERSIDE CT GREENVIEW AVE to EOP 0.014 2 22 0.028

RIVERVIEW ST CHINOOK to DUCK LAKE DR 0.038 2 20 0.076

RIVIERA ST DIAMOND HEAD AVE to STORM KING AVE 0.128 2 20 0.256

ROCK CLAM ST SW N WYNOOCHEE DR to N RAZOR CLAM DR 0.047 2 20 0.094

RUDIS CT GREENVIEW AVE to EAST END 0.02 2 16 0.04

RYBA ST SW SEASHORE ST to S WYNOOCHEE DR 0.047 2 20 0.094

SALAL CT VAGABOND to EOP 0.035 2 22 0.07

SALINA CRUZ ST TRUSTEE to YORKMAR 0.057 2 20 0.114

SAN ANTONIO CT MAGELLAN AVE to WEST END 0.09 2 22 0.18

SAN JUAN CT WEATHERWAX LP to EAST END 0.01 2 30 0.02

SAND DOLLAR CT S SAND DUNE AVE to EOP 0.064 2 22 0.128

SAND DUNE AVE OCEAN LAKE WAY to TAURUS BLVD 0.473 2 22 0.946

SAND DUNE AVE OCEAN SHORES BLVD to OCEAN LAKE WAY 0.653 2 22 1.306

SAND DUNE AVE OCEAN SHORES BLVD to BUTTERCLAM 0.824 2 22 1.648

SAND DUNE AVE TAURUS to OCEAN SHORES BLVD 0.597 2 22 1.194

SAND PEBBLE AVE DIAMOND HEAD AVE to S PORTAL LOOP 0.331 2 20 0.662

SAND PIPER CT DUCK LAKE DR to EOP 0.025 2 22 0.05

SANDERS CT GREENVIEW DR to EAST END 0.03 2 18 0.06

SANDI CT SUNSET AVE to EAST END 0.02 2 16 0.04

SANTIUM ST SW S WYNOOCHEE DR to SEASHORE ST 0.047 2 20 0.094

SATSOP ST SW VOLANS AVE to TAURUS BLVD 0.227 2 20 0.454

SCAUP CT ALBION AVE to EOP 0.016 2 22 0.032

SCHOONER CT GUNDERSON to EOP 0.023 2 22 0.046

SCORPION CT DUCK LAKE DR to EOP 0.033 2 22 0.066

SCOTER CT MT OLYMPUS to EOP 0.039 2 22 0.078

SEA MAST CT SUNSET DR to EAST END 0.02 2 20 0.04

SEA URCHIN CT S SAND DUNE to EOP 0.059 2 22 0.118

SEA VIEW AVE OCEAN CREST AVE to WEST WIND AVE 0.2 2 21 0.4

SEA WOLF CT SUNET AVE to EAST END 0.02 2 18 0.04

SEABREEZE LP MARINE VIEW DR to MARINE VIEW DR 0.284 2 22 0.568

SEAGATE ST WAWONA to PT BROWN 0.303 2 22 0.606

SEAHORSE E CHANCE to SHOAL 0.261 2 22 0.522

SEASHORE ST SW TEXMAR AVE to OCEAN SHORES BLVD 0.587 2 21 1.174

SEXTANS CENTAURUS to CENTARSUS 0.426 2 22 0.852

SHARK CT WAWONA AVE to EAST END 0.07 2 20 0.14

SHEMYA CT WAWONA AVE to EAST END 0.03 2 20 0.06

SHOAL ST RAIN ST to MINARD 0.208 2 22 0.416

SHORT CUDDY AVE OCEAN SHORES BLVD to DAMON RD 0.06 2 24 0.12

SHRIMP CT DECATUR to SOUTH END 0.04 2 16 0.08

SILVER KING AVE ADVENTURER to TONQUIN 0.464 2 22 0.928

SKAMOKWA ITSWOOT to EOP 0.142 2 22 0.284

SKOOKUMCHUCK CANAL SE to QUINAULT 0.213 2 22 0.426

SKYLARK N PORTAL LOOP to OCEAN SHORES BLVD 0.178 2 20 0.356

SLOOP CT GUNDERSON to EOP 0.025 2 22 0.05

SMITH ST DUCK LAKE DR to OLYMPIC VIEW 0.047 2 20 0.094

SNAHAPISH CANAL to CAPE ALAVA 0.421 2 20 0.842

SOLLECKS QUINAULT to CAKESOSTA 0.308 2 22 0.616

SPINNAKER BULB to OCEAN SHORES BLVD (WEST SIDE) 0.287 2 20 0.574

SPINNAKER E OCEAN SHORES BLVD to STORM KING 0.047 2 20 0.094

SPINNAKER NORTH SIDE OF BULB to SPINNAKER 0.161 2 20 0.322

SPINNAKER SOUTH SIDE OF BULB to SPINNAKER 0.161 2 20 0.322

SPINNAKER STORM KING to BULB 0.042 2 20 0.084

SPORTSMAN E OCEAN SHORES BLVD to OCEAN SHORES BLVD 0.303 2 20 0.606

SPORTSMAN OCEAN SHORES BLVD to E OCEAN SHORES BLVD 0.303 2 20 0.606

SPRIG CT ALBION AVE to EOP 0.017 2 22 0.034

SPRUCE LP SEAGATE to SEAGATE 0.27 2 22 0.54

STARBOARD CT MIZZEN AVE to EAST END 0.03 2 16 0.06

STARFIRE CT SKYLARK ST to NORTH END 0.02 2 20 0.04

STARFISH CT S SAND DUNE AVE to EOP 0.052 2 22 0.104

STORM KING AVE DIAMOND HEAD to SPINNAKER 0.628 2 20 1.256

STORM KING AVE SPINNAKER to FAIRWOOD 0.417 2 20 0.834

SUNRISE ST PEARSALL to HARBORVIEW LP 0.53 2 20 1.06

SUNSET AVE E CHANCE A LA MER to ALBATROSS 0.805 2 21 1.61

SWAN CT ISLAND CIRCLE to EOP 0.009 2 22 0.018

SYCAMORE CT LAKE BAY LP to EOP 0.027 2 22 0.054

SYZYGY CT DUCK LAKE DR to EOP 0.032 2 22 0.064

TAHOLAH CANAL DR to MAKAH 0.133 2 22 0.266

TALL SHIPS CT S SAND DUNE AVE to EAST END 0.047 2 22 0.094

TAURUS PT BROWN to WEST END 0.455 2 22 0.91

TAURUS WEST END to PT BROWN 0.455 2 22 0.91

TAXUS CT HARBOR VIEW LP to EOP 0.02 2 22 0.04

TEAL CT MT OLYMPUS to EOP 0.039 2 22 0.078

TELLUS CT OCEAN SHORES BLVD to EAST END 0.04 2 22 0.08

TERN CT MT OLYMPUS to EOP 0.016 2 22 0.032

TEXMAR AVE SW MARINE VIEW DR to S RAZOR CLAM DR 0.549 2 22 1.098

THAYER CT POINT BROWN AVE to EOP 0.032 2 22 0.064

TOLEAK QUINAULT to MT OLYMPUS 0.076 2 22 0.152

TONQUIN AVE MARINE VIEW DR to EOP 0.099 2 22 0.198

TONQUIN AVE PT BROWN to MARINE VIEW DR 0.246 2 22 0.492

TONQUIN CT TONQUIN AVE to EOP 0.02 2 22 0.04

TORRESDALE AVE MARINE VIEW DRIVE to SEASHORE 0.256 2 20 0.512

TRADE WIND AVE SW SOUTH PORTAL LOOP to E OCEAN SHORES BLVD 0.22 2 21 0.44

TRENT CT POINT BROWN AVE to EOP 0.032 2 22 0.064

TRINIDAD CT MAGELLAN AVE to WEST END 0.09 2 22 0.18

TRINITY CT DUCK LAKE DR to EOP 0.039 2 22 0.078

TROIS CT INLET AVE to EAST END 0.03 2 24 0.06

TRUSTEE ST TORRESDALE to OCEAN SHORES BLVD 0.222 2 20 0.444

TYEE CT WAWONA AVE to EOP 0.064 2 22 0.128

UN CT OCEAN SHORES BLVD to EAST END 0.04 2 20 0.08

VAGABOND AVE SPRUCE to WAWONA 0.322 2 22 0.644

VELA ST ORION to SEXTANS 0.047 2 12 0.094

VELA ST SEXTANS to ORION 0.047 1 12 0.047

VENITA CT SAND DUNE AVE to EAST END 0.04 2 16 0.08

VERNONIA CT FAIRWOOD to EOP 0.013 2 22 0.026

VICTORIA LP MAGELLAN to MAGELLAN 0.185 2 22 0.37

VIKING CT WHITE CAP AVE to EOP 0.019 2 22 0.038

VINCA ST DUCK LAKE DR to CHINOOK 0.038 2 20 0.076

VIRGO ST VOLANS to CYGNUS 0.05 2 22 0.1

VOLANS OCEAN SHORES BLVD to TAURUS 0.279 2 22 0.558

VOLANS TAURUS to WYNOOCHEE 0.241 2 22 0.482

WAKINA LP DUCK LAKE DR to DUCK LAKE DR 0.521 2 20 1.042

WARKUM CT CLOQUALLUM ST to EOP 0.013 2 22 0.026

WASHOE CT CATALA AVE to EOP 0.073 2 22 0.146

WAWONA AVE MARINE VIEW DR to TONQUIN 0.521 2 22 1.042

WAWONA AVE TONQUIN to S RAZOR CLAM 0.805 2 24 1.61

WEATHERWAX LP SUNSET AVE to SUNSET AVE 0.634 2 21 1.268

WERNER CT SUNRISE to EOP 0.025 2 22 0.05

WEST COURT LOOP NE BASS AVE to BASS AVE 0.161 2 20 0.322

WEST WIND AVE SPINNAKER ST to TRADE WINDS AVE 0.271 2 20 0.542

WESTPORT VIEW ST E OCEAN SHORES BLVD. to STORM KING AVE 0.05 2 20 0.1

WHALE CT WAWONA AVE to EAST END 0.08 2 20 0.16

WHITE CAP AVE MARINE VIEW to OCEAN SPRAY ST 0.152 2 20 0.304

WIDGEON CT ALBION AVE to EOP 0.025 2 22 0.05

WILDWOOD ST NORTH OF CHAPARRAL to SOUTH OF CHAPAREAL 0.213 2 22 0.426

WILLAPA CT SOLLECKS to EOP 0.013 2 22 0.026

WILLOW CT VAGABOND to EOP 0.035 2 22 0.07

WINLOCK ST SW OCEAN SHORES BLVD to FAIRWOOD AVE 0.128 2 20 0.256

WISHKAH ST VOLANS to CALAWAH 0.407 2 22 0.814

WOLF CT OLALLIE CIRCLE to EOP 0.015 2 22 0.03

WOOD DUCK CAKESOSTA to MT OLYMPUS 0.17 2 22 0.34

WOODLAND LP NE WEATHERWAX LP to WEATHERWAX LP 0.398 2 21 0.796

WYNOOCHEE DR SW BUTTER CLAM ST to TEXMAR AVE 0.739 2 22 1.478

WYNOOCHEE DR SW PT BROWN AVE to BUTTER CLAM ST 0.994 2 22 1.988

YORKMAR OCEAN SHORES BLVD to TORRESDALE 0.341 2 20 0.682

ZINITA CT OCEAN SHORES BLVD to EAST END 0.01 2 22 0.02

223.826

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Pavement Assessment Report - CivicWeb