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I25 ML over CHEYENNE CREK

Map

Coordinates:
+38.81361, -104.82194
38°48'49" N, 104°49'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I25 ML over CHEYENNE CREK
Structure number:I-17-MG
Location:IN COLORADO SPRINGS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:39.0 ft. [11.9 m]
Total length:43.3 ft. [13.2 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 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]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:39,500 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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]
Operating rating:89.1 tons [81.0 metric tons]
Inventory rating:53.4 tons [48.5 metric tons]
Sufficiency rating:77.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$959,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201677.0GoodGoodVery GoodGoodFO39500
September 201477.0GoodGoodVery GoodVery GoodFO39500
September 201277.0GoodGoodVery GoodVery GoodFO42350
September 201077.0GoodVery GoodVery GoodVery Good-42350
August 200877.0GoodVery GoodVery GoodVery Good-42350
August 200677.0GoodVery GoodVery GoodVery Good-88200
July 200477.0GoodVery GoodVery GoodVery Good-71376
January 200387.0GoodVery GoodVery GoodVery Good--