Share:

US 6 ML over BEAVER CREEK

Map

Coordinates:
+40.30601, -103.54715
40°18'22" N, 103°32'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 6 ML over BEAVER CREEK
Structure number:C-22-J
Location:1.6 MI NE OF JCT I-76
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:25.9 ft. [7.9 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:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:64.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryFairFair110064.2
August 2015FairSatisfactoryFairFair110064.2
August 2013FairGoodSatisfactorySatisfactory110075.4
August 2011FairFairSatisfactorySatisfactory98074.4
August 2009FairFairSatisfactorySatisfactory98074.4
August 2007FairFairSatisfactorySatisfactory110074.3
August 2005FairFairSatisfactorySatisfactory111174.3
August 2003FairFairSatisfactorySatisfactory121274.3
August 2001FairFairSatisfactorySatisfactory121279.2
September 1999FairFairSatisfactorySatisfactory79679.5
September 1997FairFairSatisfactorySatisfactory74085.8
August 1995FairFairSatisfactorySatisfactory74085.8
September 1993FairSatisfactorySatisfactorySatisfactory75086.8
September 1991FairSatisfactorySatisfactorySatisfactory82081.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.2,2081,8561840168
Substructure
Timber Columneach4994000
Timber Abutmentlinear ft.6060000
Timber Pier Caplinear ft.280164100610
Deck
Corrugated or Orthotropic Decksq. ft.3,6142,83478000
Wearing Surfacessq. ft.3,4753,475000
Steel Protective Coatingsq. ft.3,6142,83400780
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.278278000
Steel Protective Coatingsq. ft.278278000