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4200 NORTH ROAD over DEEP CREEK

Map

Coordinates:
+42.60806, -114.84722
42°36'29" N, 114°50'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4200 NORTH ROAD over DEEP CREEK
Structure number:000000000025390
Location:0.6 N. 4.4 W. BUHL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:39.0 ft. [11.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:Other Local Agencies [25]
Year built:1953
Year reconstructed:1964
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:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:132 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:39.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$475,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorSatisfactoryFairPoor13239.9
February 2017PoorSatisfactoryFairPoor13239.9
February 2015PoorSatisfactoryFairPoor13239.9
February 2014PoorSatisfactoryFairPoor13239.9
February 2013PoorSatisfactoryFairPoor13252.8
February 2012PoorSatisfactoryFairPoor13252.8
February 2011PoorSatisfactoryFairPoor10053.8
February 2010FairSatisfactoryFairFair10069.8
February 2009FairSatisfactoryFairFair10069.8
February 2008FairSatisfactoryFairFair10069.8
February 2006FairSatisfactoryFairFair10069.8
February 2005FairSatisfactoryFairFair10069.8
February 2004FairSatisfactoryFairFair10069.8
February 2003FairSatisfactoryFairFair10069.8
February 2002FairSatisfactoryFairFair10069.8
February 2001FairSatisfactoryFairFair10069.8
February 1999FairSatisfactoryFairFair10069.8
February 1998FairSatisfactoryFairFair10069.8
February 1996FairSatisfactoryFairFair10069.8
February 1994FairSatisfactoryFairFair10067.8
February 1993FairSatisfactoryFairFair10067.8
February 1992FairSatisfactoryFairFair10067.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1941722200
Deck
Reinforced Concrete Decksq. ft.1,1301,130000
Wearing Surfacessq. ft.84036048000
Substructure
Reinforced Concrete Abutmentlinear ft.69043260
Reinforced Concrete Pile Cap/Footinglinear ft.188820
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.80651221
Steel Protective Coatingsq. ft.200200000