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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 2014 

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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201477.0Functionally obsoleteGoodVery GoodVery Good39500
September 201277.0Functionally obsoleteGoodVery GoodVery Good42350
September 201077.0Not deficientVery GoodVery GoodVery Good42350
August 200877.0Not deficientVery GoodVery GoodVery Good42350
August 200677.0Not deficientVery GoodVery GoodVery Good88200
July 200477.0Not deficientVery GoodVery GoodVery Good71376
January 200387.0Not deficientVery GoodVery GoodVery Good-