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ALTONA-PILAR RK RD over GRAYS RIVER

Map

Coordinates:
+46.32936, -123.63881
46°19'46" N, 123°38'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ALTONA-PILAR RK RD over GRAYS RIVER
Structure number:0003381A0000000
Location:0.2 S JCT SR 4
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:89.9 ft. [27.4 m]
Total length:1009.9 ft. [307.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1947
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2002]
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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:88.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$12,120,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory45088.3
April 2016FairGoodSatisfactorySatisfactory45088.0
April 2014FairGoodSatisfactorySatisfactory45088.0
April 2012FairGoodSatisfactorySatisfactory40688.0
April 2010FairGoodSatisfactorySatisfactory40688.0
May 2008FairGoodSatisfactorySatisfactory40688.0
April 2006FairGoodSatisfactorySatisfactory40688.0
July 2004FairGoodSatisfactoryGood40688.0
June 2002FairGoodSatisfactoryGood40688.0
June 2000FairGoodSatisfactoryGood40688.0
March 1998GoodGoodGoodGood42578.3
April 1996GoodGoodGoodGood42578.3
March 1994GoodGoodGoodGood36579.3
November 1992GoodGoodGoodGood36579.3
October 1990GoodGoodGoodGood36579.3