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US 95 over SNAKE RIVER;HOMEDALE BR.

Map

Coordinates:
+43.61867, -116.92422
43°37'07" N, 116°55'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 95 over SNAKE RIVER;HOMEDALE BR.
Structure number:000000000018050
Location:AT HOMEDALE ECL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:185.0 ft. [56.4 m]
Total length:687.0 ft. [209.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,400 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:52.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,120,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactoryFair840052.8
September 2015FairSatisfactorySatisfactoryFair840052.8
September 2013FairGoodSatisfactoryFair840050.8
September 2012FairGoodSatisfactoryFair840062.8
September 2011FairGoodSatisfactoryFair830062.8
September 2010FairGoodSatisfactoryFair830062.8
September 2009FairVery GoodSatisfactoryFair870062.8
September 2008PoorPoorSatisfactoryFair870059.8
September 2007PoorPoorSatisfactoryFair730059.8
September 2006PoorPoorSatisfactoryFair730059.8
September 2005PoorPoorSatisfactoryFair730059.8
September 2004FairFairSatisfactoryFair730061.8
September 2003FairFairSatisfactoryFair730061.8
September 2001FairFairSatisfactoryFair730061.8
September 1999FairFairSatisfactorySatisfactory600076.5
September 1997FairSatisfactorySatisfactoryGood610077.5
September 1995FairSatisfactorySatisfactoryGood600073.1
September 1993FairSatisfactorySatisfactoryGood506081.6
September 1991FairSatisfactoryGoodGood506082.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7491,7491,00000
Steel Protective Coatingsq. ft.42,87630,8766,0005,0001,000
Deck
Reinforced Concrete Decksq. ft.28,28825,2883,00000
Wearing Surfacessq. ft.22,121022,12100
Substructure
Reinforced Concrete Pier Walllinear ft.6206200
Reinforced Concrete Abutmentlinear ft.82711100
Reinforced Concrete Pier Caplinear ft.144499500
Joints
Strip Seal Jointlinear ft.1280113015
Bearings
Movable Bearingeach1600160
Steel Protective Coatingsq. ft.32001616
Fixed Bearingeach160880
Steel Protective Coatingsq. ft.32016160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,0582,058000
Steel Protective Coatingsq. ft.2,1982,198000
Reinforced Concrete Bridge Raillinear ft.1,3721,3175500