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SR 160 over PUGET SOUND @ FAUNTLEROY

Map 

Coordinates:
+47.52333, -122.39500
47°31'24" N, 122°23'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 160 over PUGET SOUND @ FAUNTLEROY
Structure number:0005714A0000000
Location:3.0 W SR 509
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Tolls:Yes [1]
Length of largest span:16.1 ft. [4.9 m]
Total length:558.1 ft. [170.1 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:37
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,721 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:62.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$8,928,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201762.9FairSatisfactorySatisfactorySatisfactory-9721
June 201662.8FairSatisfactorySatisfactorySatisfactory-9721
June 201524.0PoorSatisfactorySatisfactorySeriousSD9721
June 201462.8FairSatisfactorySatisfactorySatisfactory-9721
June 201362.8FairSatisfactorySatisfactorySatisfactory-9721
June 201177.4FairSatisfactorySatisfactorySatisfactory-9721
June 201077.4FairSatisfactorySatisfactorySatisfactory-9721
July 200960.4FairSatisfactorySatisfactorySatisfactory-5300
November 200860.4FairSatisfactorySatisfactorySatisfactory-5300
May 200749.9FairSatisfactoryFairSatisfactory-5300
May 200550.9FairGoodSatisfactorySatisfactory-1955
April 200450.9FairGoodSatisfactorySatisfactory-1955
September 200350.9FairGoodSatisfactorySatisfactory-1955
July 200248.9FairFairFairSatisfactoryFO1955
August 200150.9FairSatisfactorySatisfactorySatisfactoryFO4600
July 200050.9FairSatisfactorySatisfactorySatisfactoryFO4600
March 199950.9FairSatisfactorySatisfactorySatisfactoryFO4600
March 199833.9PoorGoodSatisfactoryPoorSD4600
March 199733.9PoorGoodSatisfactoryPoorSD4600
April 199633.9PoorGoodSatisfactoryPoorSD4600
March 199434.5FairGoodSatisfactoryFair-3250