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1800 EAST ROAD over BIG WOOD RIVER

Map

Coordinates:
+42.94750, -114.73250
42°56'51" N, 114°43'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:1800 EAST ROAD over BIG WOOD RIVER
Structure number:000000000024370
Location:0.7 N. 1.0 W. GOODING
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:30°
Owner:Other Local Agencies [25]
Year built:1958
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:550 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:64.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,212,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodSatisfactoryFair55064.8
March 2015FairGoodSatisfactoryFair49064.8
March 2013FairGoodSatisfactorySatisfactory49075.9
March 2011FairGoodSatisfactorySatisfactory49075.9
March 2009FairGoodSatisfactorySatisfactory49075.9
March 2007FairGoodSatisfactorySatisfactory49075.9
March 2005FairGoodSatisfactorySatisfactory49075.9
March 2003FairGoodSatisfactorySatisfactory49075.9
March 2001FairGoodSatisfactoryGood49075.8
March 1999FairGoodSatisfactoryGood49075.8
March 1997FairGoodSatisfactoryGood49074.8
March 1995FairGoodSatisfactoryGood42074.8
March 1993FairGoodSatisfactoryGood2080.4
March 1992FairGoodSatisfactoryGood2080.4
March 1991FairGoodSatisfactoryGood2080.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5945533920
Deck
Reinforced Concrete Decksq. ft.3,4203,3853050
Wearing Surfacessq. ft.2,7602,760000
Substructure
Reinforced Concrete Pier Walllinear ft.66511050
Reinforced Concrete Abutmentlinear ft.6963600
Reinforced Concrete Pile Cap/Footinglinear ft.3303300
Reinforced Concrete Pier Caplinear ft.7069100
Joints
Open Jointlinear ft.6000600
Bearings
Movable Bearingeach1501500
Fixed Bearingeach1515000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2402211810
Steel Protective Coatingsq. ft.1,2001,16118021