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CHEYENNE CANYON RD over NORTH CHEYENNE CREEK

Map

Coordinates:
+38.79119, -104.87894
38°47'28" N, 104°52'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHEYENNE CANYON RD over NORTH CHEYENNE CREEK
Structure number:CSG-D.60-05.65
Location:1.1 MI W EVANS ANENUE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,206 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:50.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$157,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryFairSatisfactory120650.0
May 2014FairSatisfactoryFairGood120650.0
May 2012FairSatisfactoryFairGood68050.6
May 2010FairSatisfactoryFairGood68050.6
February 2008FairSatisfactoryFairGood27654.1
April 2006FairSatisfactoryFairGood27671.2
December 2004FairSatisfactoryFairGood27668.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.46203471150
Steel Protective Coatingsq. ft.462000462
Deck
Reinforced Concrete Decksq. ft.47737710000
Wearing Surfacessq. ft.4774581900
Superstructure
Reinforced Concrete Archlinear ft.1515000
Substructure
Masonry Abutmentlinear ft.4240200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1616000
Steel Protective Coatingsq. ft.1616000
Other Material Bridge Raillinear ft.2929000