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STC2739;3800 E. RD over LATERAL 10

Map

Coordinates:
+42.54944, -114.30611
42°32'58" N, 114°18'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC2739;3800 E. RD over LATERAL 10
Structure number:000000000019455
Location:1.4 N. 0.3 W. HANSEN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Skew angle:15°
Owner:Other Local Agencies [25]
Year built:1920
Year reconstructed:1940
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,100 [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:Satisfactory [6 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$458,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactorySatisfactory210079.1
February 2016FairSatisfactorySatisfactorySatisfactory210079.4
February 2014FairSatisfactorySatisfactorySatisfactory210079.4
February 2013FairGoodGoodSatisfactory220079.4
February 2012FairGoodGoodSatisfactory220093.2
February 2010FairGoodGoodSatisfactory210093.3
February 2008FairGoodGoodSatisfactory98095.4
February 2006FairGoodGoodSatisfactory98095.4
February 2004FairGoodGoodFair98084.4
February 2002FairGoodGoodFair98084.4
February 2000FairGoodGoodFair98087.4
February 1998FairGoodGoodFair98087.4
March 1996FairGoodGoodSatisfactory98075.3
April 1995FairGoodGoodSatisfactory98075.3
April 1994FairGoodGoodSatisfactory98075.3
April 1993FairGoodGoodSatisfactory98075.3
April 1992FairGoodGoodSatisfactory98075.3
April 1991FairGoodGoodSatisfactory98075.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.92405020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4846020
Steel Protective Coatingsq. ft.168168000
Deck
Reinforced Concrete Slabsq. ft.8167619460
Wearing Surfacessq. ft.408408000