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OLD HWY 10 E over O`FALLON CREEK 043

Map

Coordinates:
+46.82978, -105.14453
46°49'47" N, 105°08'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD HWY 10 E over O`FALLON CREEK 043
Structure number:L40004021+03001
Location:1M W FALLON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:109.9 ft. [33.5 m]
Total length:224.1 ft. [68.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:649 [as of 2016]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:87.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorPoorSatisfactorySatisfactory64987.7
July 2015PoorPoorSatisfactorySatisfactory10089.5
July 2013PoorPoorSatisfactorySatisfactory10089.5
August 2011FairFairSatisfactorySatisfactory10091.5
July 2009FairFairSatisfactorySatisfactory10091.5
July 2007FairSatisfactorySatisfactorySatisfactory10092.5
November 2006FairSatisfactorySatisfactorySatisfactory10092.5
November 2004FairSatisfactorySatisfactorySatisfactory10092.5
January 2003FairSatisfactorySatisfactorySatisfactory10092.5
November 2000FairSatisfactorySatisfactorySatisfactory10091.5
December 1998FairSatisfactorySatisfactorySatisfactory10087.5
November 1996FairSatisfactorySatisfactorySatisfactory10085.5
February 1995FairSatisfactorySatisfactorySatisfactory3185.5
October 1992FairSatisfactorySatisfactorySatisfactory3185.5
November 1990FairSatisfactorySatisfactorySatisfactory3185.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.879087900
Steel Protective Coatingsq. ft.2,6372,109264132132
Deck
Reinforced Concrete Decksq. ft.7,0934,9852,10530
Substructure
Reinforced Concrete Pier Walllinear ft.4340300
Reinforced Concrete Abutmentlinear ft.9208660
Reinforced Concrete Pier Caplinear ft.3030000
Joints
Assembly without Seal Jointlinear ft.66491700
Bearings
Movable Bearingeach80080
Steel Protective Coatingsq. ft.80008
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.40004
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.440440000