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WEST CHEYENNE RD over CHEYENNE CREEK

Map

Coordinates:
+38.80667, -104.82722
38°48'24" N, 104°49'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST CHEYENNE RD over CHEYENNE CREEK
Structure number:CSG-G.31-06.96
Location:JUST W OF CASCADE AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:22.6 ft. [6.9 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:19°
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,482 [as of 2013]
Truck traffic:3% 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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:83.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryFairFair1448283.4
April 2014FairSatisfactoryFairFair1448283.4
April 2012FairSatisfactorySatisfactoryFair1285083.6
April 2010FairGoodSatisfactorySatisfactory1285094.8
February 2008FairGoodSatisfactorySatisfactory722096.3
May 2006FairGoodSatisfactorySatisfactory722095.3
May 2004FairSatisfactorySatisfactoryFair722084.2
April 2002GoodVery GoodGoodGood899395.6
June 2000GoodVery GoodVery GoodGood899395.1
September 1999GoodVery GoodGoodGood899395.1
September 1998GoodVery GoodGoodGood899395.1
November 1996GoodVery GoodGoodGood1317294.8
July 1994GoodVery GoodGoodGood1317295.0
October 1992GoodVery GoodGoodGood1317295.0
August 1990GoodVery GoodVery GoodGood415995.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3333000
Steel Protective Coatingsq. ft.3333000
Prestressed Concrete Girder/Beamlinear ft.39831820600
Deck
Reinforced Concrete Decksq. ft.1,1951,07611900
Wearing Surfacessq. ft.1,1951,195000
Superstructure
Steel Floor Beamlinear ft.4132900
Steel Protective Coatingsq. ft.4132009
Substructure
Steel Columneach1616000
Steel Protective Coatingsq. ft.1616000
Reinforced Concrete Abutmentlinear ft.102921000
Reinforced Concrete Pier Caplinear ft.102102000
Bearings
Elastomeric Bearingeach2824400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5050000
Steel Protective Coatingsq. ft.5050000