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STERLING L/OPHIR over GANES CREEK

Map

Coordinates:
+63.08939, -156.43262
63°05'22" N, 156°25'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STERLING L/OPHIR over GANES CREEK
Structure number:0467
Location:MILE POINT 37.1
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:100.1 ft. [30.5 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:11.2 ft. [3.4 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Owner:State Highway Agency [01]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:60 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Scour calculation/evaluation has not been made. [6]
Sufficiency rating:38.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$417,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairExcellentFairGood6038.9
July 2014FairExcellentFairGood6038.9
July 2012GoodExcellentGoodGood6037.1
July 2010GoodGoodGoodGood6037.1
May 2008GoodGoodGoodGood6037.1
June 2006GoodGoodGoodGood6036.0
June 2004GoodGoodGoodGood6036.0
June 2002FairFairFairSatisfactory5023.7
July 2000FairFairFairFair5023.7
June 1998FairFairFairFair5023.7
June 1996FairGoodFairFair5025.0
June 1994FairGoodFairFair4525.8
June 1992FairGoodFairSatisfactory4525.8
August 1990FairGoodFairSatisfactory4525.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.7101103602400
Steel Protective Coatingsq. ft.2,1508211,07221443
Steel Trusslinear ft.2000160400
Steel Protective Coatingsq. ft.3,0001501,800750300
Steel Floor Beamlinear ft.9009000
Steel Protective Coatingsq. ft.320951456416
Steel Gusset Plateeach3603411
Steel Protective Coatingsq. ft.7203652507035
Substructure
Steel Abutmentlinear ft.40219190
Steel Protective Coatingsq. ft.3802091143819
Deck
Timber Decksq. ft.1,5001,500000
Wearing Surfacessq. ft.1,2001,1900100
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.2000200
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.2000200
Bridge Rail
Timber Bridge Raillinear ft.4040000