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US 24 ML EBND over FOUNTAIN CREEK

Map

Coordinates:
+38.83965, -104.85786
38°50'23" N, 104°51'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 24 ML EBND over FOUNTAIN CREEK
Structure number:I-17-EQ
Location:IN COLORADO SPRINGS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:29.9 ft. [9.1 m]
Total length:77.8 ft. [23.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,000 [as of 2011]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:77.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$262,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory1900077.9
October 2016FairSatisfactoryGoodSatisfactory1900078.9
October 2014FairSatisfactoryGoodSatisfactory1900078.9
October 2012FairSatisfactoryGoodSatisfactory1970078.8
December 2010FairSatisfactoryGoodSatisfactory1970078.8
December 2008FairSatisfactoryGoodSatisfactory1970078.8
November 2006FairSatisfactoryGoodSatisfactory2110078.7
December 2004FairSatisfactoryGoodSatisfactory2037078.8
November 2002FairSatisfactoryGoodSatisfactory2138878.7
January 2001FairSatisfactoryGoodSatisfactory2103477.5
November 1998FairSatisfactoryGoodSatisfactory2103477.5
December 1996FairSatisfactoryGoodSatisfactory1620078.0
October 1994FairSatisfactoryGoodSatisfactory1620078.4
October 1992FairSatisfactoryGoodSatisfactory1580075.0
October 1990FairSatisfactoryGoodSatisfactory1450075.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.311301820
Deck
Reinforced Concrete Top Flangesq. ft.2,4861,824650120
Wearing Surfacessq. ft.2,1761,5261005500
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.66541200
Reinforced Concrete Pier Caplinear ft.6052800
Joints
Other Jointlinear ft.132953700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1560401160
Steel Protective Coatingsq. ft.156000156