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US 24 ML WBND over FOUNTAIN CREEK

Map

Coordinates:
+38.83975, -104.85780
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 WBND over FOUNTAIN CREEK
Structure number:I-17-EG
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:77.4 ft. [23.6 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:Good [7 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 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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:78.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$419,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactorySatisfactory1900078.9
October 2016FairGoodGoodSatisfactory1900078.9
October 2014FairGoodGoodSatisfactory1900078.9
October 2012FairGoodGoodSatisfactory1970078.8
December 2010FairGoodGoodSatisfactory1970078.8
December 2008FairGoodGoodSatisfactory1970078.8
November 2006FairGoodGoodSatisfactory2110078.7
December 2004FairGoodGoodSatisfactory2037078.8
November 2002FairGoodGoodSatisfactory2138878.7
January 2001FairGoodGoodSatisfactory2103477.5
November 1998FairGoodGoodSatisfactory2103477.5
December 1996FairVery GoodGoodSatisfactory1620078.0
October 1994FairGoodGoodSatisfactory1620078.4
October 1992FairGoodGoodSatisfactory1580076.2
October 1990FairSatisfactoryGoodSatisfactory1450074.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3102783200
Deck
Reinforced Concrete Top Flangesq. ft.2,4832,4513110
Wearing Surfacessq. ft.2,1732,1156520
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.66323400
Reinforced Concrete Pier Caplinear ft.60351960
Joints
Other Jointlinear ft.132128040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1560561000
Steel Protective Coatingsq. ft.156000156