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MAIN STREET over OROFINO CREEK

Map

Coordinates:
+46.47694, -116.25361
46°28'37" N, 116°15'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN STREET over OROFINO CREEK
Structure number:000000000028995
Location:IN OROFINO; MAIN ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:100.1 ft. [30.5 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2014GoodGoodGoodGood50096.0
June 2012GoodGoodGoodGood50096.0
June 2010GoodGoodGoodGood50096.0
June 2008GoodGoodVery GoodVery Good50096.0
June 2006GoodGoodVery GoodVery Good50096.0
June 2004GoodVery GoodVery GoodVery Good50096.0
July 2002GoodVery GoodVery GoodVery Good50096.0
July 2000GoodVery GoodVery GoodVery Good50096.0
July 1998GoodVery GoodVery GoodVery Good50096.0
July 1996GoodVery GoodVery GoodVery Good50096.0
July 1994GoodVery GoodVery GoodVery Good50096.0
July 1992GoodVery GoodVery GoodVery Good50096.0
July 1990GoodVery GoodVery GoodVery Good50099.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.919501408100
Deck
Prestressed Concrete Top Flangesq. ft.3,6723,672000
Wearing Surfacessq. ft.3,01902,8681510
Substructure
Reinforced Concrete Abutmentlinear ft.126122400
Bearings
Elastomeric Bearingeach1818000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.203203000
Reinforced Concrete Bridge Raillinear ft.2031832000