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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201582.1GoodGoodVery GoodVery Good-51000
February 201382.1GoodGoodVery GoodVery Good-51000
May 201182.0GoodGoodVery GoodVery Good-53700
February 200982.0GoodVery GoodVery GoodVery Good-53700
January 200782.0GoodVery GoodVery GoodVery Good-57700