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2ND AVENUE over BIG SPRING CREEK 060

Map

Coordinates:
+47.06721, -109.42646
47°04'02" N, 109°25'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:2ND AVENUE over BIG SPRING CREEK 060
Structure number:M14071000+00501
Location:LEWISTOWN-2ND AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Mixed types [20]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2003]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$111,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairFair10048.3
September 2016FairFairFairFair10049.3
September 2014FairFairSatisfactoryFair10049.3
September 2012FairSatisfactorySatisfactoryFair10050.3
February 2011FairSatisfactorySatisfactoryFair10050.3
February 2009FairSatisfactorySatisfactoryFair10050.3
January 2007FairSatisfactorySatisfactoryFair10050.3
January 2005FairSatisfactorySatisfactoryFair10050.3
May 2003FairSatisfactorySatisfactoryFair10050.3
July 2001FairGoodSatisfactoryFair10050.2
July 1999FairGoodSatisfactoryFair10050.2
April 1997FairGoodSatisfactoryFair10050.2
March 1995FairGoodSatisfactorySatisfactory10058.3
January 1993FairGoodSatisfactorySatisfactory10062.4
January 1991FairGoodSatisfactorySatisfactory10062.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.131013100
Steel Protective Coatingsq. ft.114011400
Reinforced Concrete Girder/Beamlinear ft.1511213000
Deck
Reinforced Concrete Decksq. ft.46339446230
Reinforced Concrete Top Flangesq. ft.1,07696810800
Wearing Surfacessq. ft.1,0761,076000
Substructure
Reinforced Concrete Abutmentlinear ft.108001080
Bridge Rail
Timber Bridge Raillinear ft.79472480
Wearing Surfacessq. ft.258258000