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RAMP TO I 25 NBND over FOUNTAIN CREEK R

Map

Coordinates:
+38.82812, -104.83447
38°49'41" N, 104°50'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP TO I 25 NBND over FOUNTAIN CREEK R
Structure number:I-17-DH
Location:IN COLORADO SPRINGS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:35.4 ft. [10.8 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1959
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,972 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:60.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairGoodSatisfactory1097260.9
September 2014FairSatisfactoryGoodSatisfactory1097261.9
September 2012FairSatisfactoryGoodGood944062.2
September 2010FairSatisfactoryVery GoodGood944062.2
August 2008FairSatisfactoryVery GoodGood944062.2
August 2006FairSatisfactoryVery GoodGood944062.2
September 2004FairSatisfactoryVery GoodGood880062.4
July 2002FairSatisfactoryVery GoodGood880062.4
September 2000FairSatisfactoryVery GoodGood1020061.7
July 1998FairSatisfactoryVery GoodGood1020061.7
August 1996FairSatisfactoryVery GoodGood802073.4
September 1994FairFairVery GoodGood730073.5
August 1992FairSatisfactoryVery GoodGood730076.8
August 1990FairSatisfactoryVery GoodGood600077.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.651651000
Deck
Reinforced Concrete Decksq. ft.4,2812,4981,698850
Wearing Surfacessq. ft.4,2812,1412,14000
Substructure
Reinforced Concrete Pier Walllinear ft.66561000
Reinforced Concrete Abutmentlinear ft.9594100
Reinforced Concrete Pier Caplinear ft.6867010
Joints
Open Jointlinear ft.167167000
Bearings
Movable Bearingeach2202200
Steel Protective Coatingsq. ft.2222000
Fixed Bearingeach1201200
Steel Protective Coatingsq. ft.1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.252025200
Steel Protective Coatingsq. ft.252000252