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US 24 ML WBND over FOUNTAIN CREEK

Map

Coordinates:
+38.83973, -104.85767
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 2016

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:Good [7 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]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:78.9
Estimated cost of work:$135,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201678.9FairGoodGoodSatisfactoryFO19000
October 201478.9FairGoodGoodSatisfactoryFO19000
October 201278.8FairGoodGoodSatisfactoryFO19700
December 201078.8FairGoodGoodSatisfactoryFO19700
December 200878.8FairGoodGoodSatisfactoryFO19700
November 200678.7FairGoodGoodSatisfactoryFO21100
December 200478.8FairGoodGoodSatisfactoryFO20370
November 200278.7FairGoodGoodSatisfactoryFO21388
January 200177.5FairGoodGoodSatisfactoryFO21034
November 199877.5FairGoodGoodSatisfactoryFO21034
December 199678.0FairVery GoodGoodSatisfactoryFO16200
October 199478.4FairGoodGoodSatisfactoryFO16200
October 199276.2FairGoodGoodSatisfactoryFO15800
October 199074.3FairSatisfactoryGoodSatisfactoryFO14500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.312310200
Deck
Reinforced Concrete Decksq. ft.2,4902,34114900
Wearing Surfacessq. ft.2,4902,490000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6666000
Reinforced Concrete Pier Caplinear ft.6048660
Joints
Other Jointlinear ft.6666000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.15663313131
Steel Protective Coatingsq. ft.10,75310,753000