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1850 S RD;14TH AVE over T.F.NORTHSIDE MAIN CNL

Map

Coordinates:
+42.93111, -114.72028
42°55'52" N, 114°43'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:1850 S RD;14TH AVE over T.F.NORTHSIDE MAIN CNL
Structure number:000000000024295
Location:0.5 S. 0.3 W. GOODING
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:20°
Owner:Other Local Agencies [25]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span 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:Poor
Status:Open, no restriction [A]
Average daily traffic:130 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Sufficiency rating:32.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$346,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorSatisfactorySatisfactoryCritical13032.9
March 2016PoorSatisfactorySatisfactoryCritical13032.9
March 2015PoorSatisfactorySatisfactoryCritical13032.9
March 2014PoorSatisfactorySatisfactoryCritical13032.9
March 2013PoorGoodSatisfactoryCritical13032.9
March 2011FairGoodSatisfactoryFair13063.4
March 2009FairGoodSatisfactoryFair13063.4
March 2007FairGoodSatisfactoryFair13063.4
March 2005FairGoodSatisfactoryFair13063.4
March 2003FairGoodSatisfactoryFair13063.4
March 2001FairGoodSatisfactoryFair13061.9
March 1999FairGoodSatisfactorySatisfactory13071.9
March 1997FairGoodFairFair13061.9
March 1995FairGoodSatisfactorySatisfactory13071.9
March 1993FairGoodSatisfactorySatisfactory13071.9
March 1992FairGoodSatisfactorySatisfactory13071.9
March 1991FairGoodSatisfactorySatisfactory13071.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2100191190
Steel Protective Coatingsq. ft.1,0000001,000
Deck
Reinforced Concrete Decksq. ft.797797000
Wearing Surfacessq. ft.6936770160
Substructure
Reinforced Concrete Abutmentlinear ft.74812540
Reinforced Concrete Pile Cap/Footinglinear ft.7470670
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6675540
Steel Protective Coatingsq. ft.38919800191