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3425 NORTH ROAD over DRY CREEK

Map

Coordinates:
+42.49250, -114.14306
42°29'33" N, 114°08'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:3425 NORTH ROAD over DRY CREEK
Structure number:000000000025375
Location:0.9 E. MURTAUGH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:77.1 ft. [23.5 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:Other Local Agencies [25]
Year built:1965
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:72.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$554,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryGoodSatisfactory10072.0
February 2015FairSatisfactoryGoodSatisfactory10072.0
February 2014FairSatisfactoryGoodSatisfactory10072.0
February 2013FairGoodGoodSatisfactory10072.0
February 2012FairGoodGoodSatisfactory10072.0
February 2011FairGoodGoodSatisfactory10072.0
February 2010FairGoodGoodSatisfactory10072.0
February 2009FairGoodGoodSatisfactory10072.0
February 2008FairGoodGoodSatisfactory10072.0
February 2006FairGoodGoodSatisfactory10072.0
February 2005FairGoodGoodSatisfactory10072.0
February 2004FairGoodGoodSatisfactory10072.0
February 2003FairGoodGoodSatisfactory10072.0
February 2002FairGoodGoodSatisfactory10072.0
February 2001FairGoodGoodSatisfactory10072.0
February 1999FairGoodGoodSatisfactory10072.0
February 1998FairGoodGoodFair10062.0
February 1996FairGoodGoodFair10062.0
February 1994FairGoodGoodFair10062.0
March 1993FairGoodGoodFair10062.0
February 1992FairGoodGoodFair10062.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.308307100
Deck
Reinforced Concrete Decksq. ft.2,2072,203400
Substructure
Reinforced Concrete Abutmentlinear ft.98851120
Reinforced Concrete Pile Cap/Footinglinear ft.7878000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1541302310
Steel Protective Coatingsq. ft.737539020178