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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 2016 

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:28.7 tons [26.1 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:62.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201662.8Not deficientSatisfactorySatisfactorySatisfactory9721
June 201524.0Structurally deficientSatisfactorySatisfactorySerious9721
June 201462.8Not deficientSatisfactorySatisfactorySatisfactory9721
June 201362.8Not deficientSatisfactorySatisfactorySatisfactory9721
June 201177.4Not deficientSatisfactorySatisfactorySatisfactory9721
June 201077.4Not deficientSatisfactorySatisfactorySatisfactory9721
July 200960.4Not deficientSatisfactorySatisfactorySatisfactory5300
November 200860.4Not deficientSatisfactorySatisfactorySatisfactory5300
May 200749.9Not deficientSatisfactoryFairSatisfactory5300
May 200550.9Not deficientGoodSatisfactorySatisfactory1955
April 200450.9Not deficientGoodSatisfactorySatisfactory1955
September 200350.9Not deficientGoodSatisfactorySatisfactory1955
July 200248.9Functionally obsoleteFairFairSatisfactory1955
August 200150.9Functionally obsoleteSatisfactorySatisfactorySatisfactory4600
July 200050.9Functionally obsoleteSatisfactorySatisfactorySatisfactory4600
March 199950.9Functionally obsoleteSatisfactorySatisfactorySatisfactory4600
March 199833.9Structurally deficientGoodSatisfactoryPoor4600
March 199733.9Structurally deficientGoodSatisfactoryPoor4600
April 199633.9Structurally deficientGoodSatisfactoryPoor4600
March 199434.5Not deficientGoodSatisfactoryFair3250