Share:

US 24 ML EBND over FOUNTAIN CREEK

Map 

Coordinates:
+38.83962, -104.85773
38°50'23" N, 104°51'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 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:Satisfactory [6 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 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]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:78.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$135,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201678.9FairSatisfactoryGoodSatisfactoryFO19000
October 201478.9FairSatisfactoryGoodSatisfactoryFO19000
October 201278.8FairSatisfactoryGoodSatisfactoryFO19700
December 201078.8FairSatisfactoryGoodSatisfactoryFO19700
December 200878.8FairSatisfactoryGoodSatisfactoryFO19700
November 200678.7FairSatisfactoryGoodSatisfactoryFO21100
December 200478.8FairSatisfactoryGoodSatisfactoryFO20370
November 200278.7FairSatisfactoryGoodSatisfactoryFO21388
January 200177.5FairSatisfactoryGoodSatisfactoryFO21034
November 199877.5FairSatisfactoryGoodSatisfactoryFO21034
December 199678.0FairSatisfactoryGoodSatisfactoryFO16200
October 199478.4FairSatisfactoryGoodSatisfactoryFO16200
October 199275.0FairSatisfactoryGoodSatisfactoryFO15800
October 199075.1FairSatisfactoryGoodSatisfactoryFO14500