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US 30 EBL SPUR over SNAKE R;FRUITLAND BRIDGE

Map

Coordinates:
+44.02472, -116.93500
44°01'29" N, 116°56'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 30 EBL SPUR over SNAKE R;FRUITLAND BRIDGE
Structure number:000000000013795
Location:0.6 W. FRUITLAND
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:101.1 ft. [30.8 m]
Total length:887.2 ft. [270.4 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:9
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:54.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodFairFair1800054.3
October 2014FairGoodFairFair790054.3
October 2012FairGoodFairFair2000054.3
October 2010FairGoodFairFair580067.5
October 2008FairGoodFairSatisfactory1700072.0
October 2006FairGoodFairSatisfactory2080072.0
November 2005FairGoodFairSatisfactory2080072.0
October 2004FairGoodGoodSatisfactory2000096.1
October 2002GoodGoodGoodGood2100098.0
October 2000GoodGoodGoodGood2100098.0
October 1998GoodGoodVery GoodVery Good1800096.3
October 1996GoodGoodVery GoodVery Good1900096.2
October 1994GoodGoodVery GoodVery Good1900096.6
October 1992GoodGoodVery GoodVery Good1400097.0
October 1990FairSatisfactoryExcellentVery Good1400097.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8,1857,965401800
Deck
Reinforced Concrete Decksq. ft.68,57065,0703,50000
Wearing Surfacessq. ft.61,20061,200000
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.160160000
Reinforced Concrete Pile Cap/Footinglinear ft.6806800
Reinforced Concrete Pier Caplinear ft.640640000
Joints
Pourable Jointlinear ft.2113008
Bearings
Elastomeric Bearingeach100693100
Movable Bearingeach1701700
Fixed Bearingeach94500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8808364400
Reinforced Concrete Bridge Raillinear ft.1,8151,815000