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SE 4TH AVENUE over GRAVEYARD GULCH

Map

Coordinates:
+43.90917, -116.74917
43°54'33" N, 116°44'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SE 4TH AVENUE over GRAVEYARD GULCH
Structure number:000000000028415
Location:4.5S 3.5E NEW PLYMOUTH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:94.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodSatisfactoryGood5094.0
June 2013FairGoodSatisfactoryGood5094.0
June 2011FairGoodSatisfactoryGood5094.0
June 2009FairGoodSatisfactoryGood5094.0
June 2007FairGoodSatisfactorySatisfactory5092.0
June 2005FairGoodSatisfactorySatisfactory5092.0
June 2003FairGoodSatisfactorySatisfactory5092.0
June 2001FairGoodSatisfactorySatisfactory5092.0
June 1999FairGoodSatisfactorySatisfactory5092.0
June 1997FairGoodSatisfactorySatisfactory5092.0
June 1995FairGoodSatisfactorySatisfactory5092.0
June 1993FairGoodSatisfactorySatisfactory5092.0
June 1991GoodGoodGoodGood5092.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.85473800
Deck
Reinforced Concrete Decksq. ft.528528000
Wearing Surfacessq. ft.396396000
Substructure
Reinforced Concrete Abutmentlinear ft.8180100
Reinforced Concrete Pile Cap/Footinglinear ft.4848000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.44341000
Steel Protective Coatingsq. ft.146146000