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I25 ML SBND & over CHEYENNE CRK/NEVADA AVE.

Map

Coordinates:
+38.81502, -104.82510
38°48'54" N, 104°49'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I25 ML SBND & over CHEYENNE CRK/NEVADA AVE.
Structure number:I-17-FJ
Location:IN COLORADO SPRINGS
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:124.7 ft. [38.0 m]
Total length:950.2 ft. [289.6 m]
Roadway width between curbs:118.1 ft. [36.0 m]
Deck width edge-to-edge:125.0 ft. [38.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:8
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:79,000 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodGood7900090.6
September 2014GoodGoodGoodGood7900090.6
September 2012GoodGoodGoodGood8330090.2
September 2010GoodGoodVery GoodVery Good8330090.2
August 2008GoodGoodVery GoodVery Good8330090.2
September 2006GoodGoodVery GoodVery Good8820089.7
August 2004GoodGoodVery GoodVery Good4234594.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.8,5508,45010000
Deck
Reinforced Concrete Decksq. ft.118,870117,8701,00000
Substructure
Reinforced Concrete Pier Walllinear ft.283283000
Reinforced Concrete Abutmentlinear ft.248248000
Reinforced Concrete Pier Caplinear ft.8127981400
Joints
Strip Seal Jointlinear ft.750750000
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,9001,900000
Steel Protective Coatingsq. ft.1,9001,900000
Reinforced Concrete Bridge Raillinear ft.950950000