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I 25 ML NBND over WOODMEN ROAD

Map 

Coordinates:
+38.93139, -104.81222
38°55'53" N, 104°48'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 25 ML NBND over WOODMEN ROAD
Structure number:I-17-CD
Location:1.0 MI N OF JCT I-25 BUS
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:113.2 ft. [34.5 m]
Total length:229.7 ft. [70.0 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:16.7 ft. [5.1 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]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:65,000 [as of 2011]
Truck traffic:7% 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$782,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.0Not deficientGoodVery GoodGood65000
August 201294.1Not deficientGoodVery GoodGood49300
August 201094.1Not deficientVery GoodVery GoodVery Good49300
September 200894.1Not deficientVery GoodVery GoodVery Good49300
September 200675.1Not deficientVery GoodVery GoodVery Good51350
August 200475.1Not deficientVery GoodVery GoodVery Good37362