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EVANS AVENUE over NORTH CHEYENNE CREEK

Map

Coordinates:
+38.79066, -104.86407
38°47'26" N, 104°51'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EVANS AVENUE over NORTH CHEYENNE CREEK
Structure number:CSG-E.22-05.64
Location:JUST S OF CHEYENNE BLVD.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.4 ft. [4.7 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:830 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:19.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,183,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016PoorSatisfactoryPoorFair83019.9
May 2014PoorSatisfactoryPoorFair83021.1
May 2012PoorSatisfactoryPoorSatisfactory71021.2
May 2010PoorSatisfactoryPoorSatisfactory71021.2
February 2008PoorSatisfactoryPoorSatisfactory57421.4
April 2006PoorSatisfactoryPoorSatisfactory57421.4
May 2004FairSatisfactoryFairSatisfactory57431.8
April 2002FairGoodFairSatisfactory69130.2
June 2000FairGoodFairGood69165.5
September 1999FairGoodFairGood69165.5
September 1998FairGoodFairGood69165.5
October 1996FairGoodFairSatisfactory56765.5
July 1994FairGoodFairSatisfactory56766.9
October 1992FairGoodFairSatisfactory56766.9
August 1990FairGoodFairSatisfactory26367.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.52503851400
Steel Protective Coatingsq. ft.525000525
Deck
Reinforced Concrete Decksq. ft.7457073800
Wearing Surfacessq. ft.7457083700
Substructure
Reinforced Concrete Pier Walllinear ft.2302120
Reinforced Concrete Abutmentlinear ft.3330012
Masonry Abutmentlinear ft.1313000
Bridge Rail
Other Material Bridge Raillinear ft.6666000