OLD US 10 over HUMPH CREEK 042


+45.70920, -109.59344
45°42'33" N, 109°35'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD US 10 over HUMPH CREEK 042
Structure number:L49125017+09001
Location:2.5M W REED POINT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:337 [as of 2017]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:61.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairSatisfactoryFair33761.5
May 2016FairSatisfactorySatisfactoryFair33062.6
May 2014FairSatisfactorySatisfactoryFair10077.5
May 2012FairSatisfactorySatisfactoryFair10077.5
May 2010FairSatisfactoryFairFair10077.5
January 2010FairFairFairFair10076.5
January 2008FairFairFairFair10076.5
January 2006FairFairFairSatisfactory10076.5
January 2004FairFairSatisfactorySatisfactory10089.5
March 2002FairFairSatisfactorySatisfactory10089.5
April 2000FairFairSatisfactorySatisfactory10089.5
May 1998FairFairSatisfactorySatisfactory10089.5
January 1996FairFairSatisfactorySatisfactory10087.5
December 1993FairFairSatisfactorySatisfactory3187.5
January 1992FairFairSatisfactoryGood3187.5
November 1989FairSatisfactoryVery GoodGood3188.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1211091200
Reinforced Concrete Top Flangesq. ft.700252385630
Wearing Surfacessq. ft.700700000
Reinforced Concrete Abutmentlinear ft.121537610
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3020550
Steel Protective Coatingsq. ft.7507140
Reinforced Concrete Bridge Raillinear ft.3003270