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I25 ML over CHEYENNE CREEK

Map 

Coordinates:
+38.81389, -104.82167
38°48'50" N, 104°49'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I25 ML over CHEYENNE CREEK
Structure number:I-17-MH
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:39.4 ft. [12.0 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2003
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:Good [7 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:Better than present minimum criteria [7]
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:93.4 tons [84.9 metric tons]
Inventory rating:55.0 tons [50.0 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:$1,178,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201677.0GoodGoodGoodGoodFO39500
September 201477.0GoodGoodVery GoodVery GoodFO39500
September 201277.0GoodGoodVery GoodVery GoodFO42350
September 201081.0GoodVery GoodVery GoodVery Good-42350
August 200881.0GoodVery GoodVery GoodVery Good-42350
August 200679.0GoodVery GoodVery GoodVery Good-8820
July 200479.0GoodVery GoodVery GoodVery Good-71376
January 200389.0GoodVery GoodVery GoodVery Good--