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COUNTY ROAD A.5 over TRIB. OF HACKBERRY CREEK

Map

Coordinates:
+37.65832, -103.08562
37°39'30" N, 103°05'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD A.5 over TRIB. OF HACKBERRY CREEK
Structure number:BTB-18.4-2-58
Location:.2 MI SE OF CR 18
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:56.8 ft. [17.3 m]
Total length:59.4 ft. [18.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:32°
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:107 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:55.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016FairSatisfactorySatisfactorySatisfactory10755.4
January 2014FairSatisfactorySatisfactorySatisfactory10755.4
January 2012FairSatisfactorySatisfactorySatisfactory14155.3
January 2010FairSatisfactorySatisfactorySatisfactory5462.1
January 2008PoorPoorSatisfactorySatisfactory5459.1
February 2006FairFairSatisfactorySatisfactory5461.1
January 2004FairSatisfactorySatisfactorySatisfactory5462.1
February 2001FairFairSatisfactorySatisfactory5460.2
February 1999FairFairGoodSatisfactory5460.2
July 1997FairFairGoodSatisfactory5460.2
July 1995FairFairGoodSatisfactory7762.2
November 1993FairFairGoodSatisfactory7762.2
November 1991FairFairGoodSatisfactory7762.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.356035600
Steel Protective Coatingsq. ft.3560712850
Steel Stringerlinear ft.29701011960
Steel Protective Coatingsq. ft.2970892080
Steel Floor Beamlinear ft.117011700
Steel Protective Coatingsq. ft.117477000
Substructure
Reinforced Concrete Abutmentlinear ft.5753220
Reinforced Concrete Pile Cap/Footinglinear ft.11000
Deck
Corrugated or Orthotropic Decksq. ft.1,4231,3834000
Wearing Surfacessq. ft.1,4231,423000
Steel Protective Coatingsq. ft.1,4231,423000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.119119000
Steel Protective Coatingsq. ft.119023960