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25TH STREET over FOUNTAIN CREEK

Map

Coordinates:
+38.84499, -104.86489
38°50'42" N, 104°51'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:25TH STREET over FOUNTAIN CREEK
Structure number:CSG-E.15-09.46
Location:0.2 MI S OF COLORADO AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.5 ft. [9.0 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1915
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:349 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:49.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$320,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryFairGood34949.5
May 2014FairSatisfactoryFairGood34951.5
May 2012FairSatisfactoryFairGood38551.5
May 2010FairSatisfactoryFairGood38551.5
February 2008FairSatisfactoryFairGood98851.4
April 2006FairSatisfactoryFairGood98851.4
May 2004FairSatisfactoryFairGood98849.4
April 2002FairSatisfactoryFairSatisfactory14747.0
June 2000FairSatisfactoryFairGood14748.8
October 1999FairSatisfactoryFairGood14748.8
October 1998FairSatisfactoryFairGood14748.8
October 1996FairSatisfactoryFairSatisfactory56049.7
July 1994FairSatisfactoryFairSatisfactory56062.9
October 1992FairSatisfactoryFairSatisfactory56062.9
August 1990FairSatisfactoryFairSatisfactory49362.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.132040920
Steel Protective Coatingsq. ft.132000132
Timber Stringerlinear ft.1980153450
Deck
Reinforced Concrete Decksq. ft.1,782001,7820
Superstructure
Steel Floor Beamlinear ft.100100000
Substructure
Reinforced Concrete Pier Walllinear ft.2727000
Reinforced Concrete Abutmentlinear ft.5454000
Reinforced Concrete Pier Caplinear ft.2727000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.132129300
Steel Protective Coatingsq. ft.132132000