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US 285 ML over I 25 ML

Map 

Coordinates:
+39.65278, -104.88472
39°39'10" N, 104°53'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 285 ML over I 25 ML
Structure number:F-17-OT
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.7 ft. [24.0 m]
Total length:160.4 ft. [48.9 m]
Roadway width between curbs:126.0 ft. [38.4 m]
Deck width edge-to-edge:153.9 ft. [46.9 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2006
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:51,000 [as of 2011]
Truck traffic:3% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.3 tons [75.7 metric tons]
Inventory rating:47.1 tons [42.8 metric tons]
Sufficiency rating:82.1
Estimated cost of work:$1,598,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201582.1Not deficientGoodVery GoodVery Good51000
February 201382.1Not deficientGoodVery GoodVery Good51000
May 201182.0Not deficientGoodVery GoodVery Good53700
February 200982.0Not deficientVery GoodVery GoodVery Good53700
January 200782.0Not deficientVery GoodVery GoodVery Good57700