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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:17.1 ft. [5.2 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]
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 2016

Good/Fair/Poor Condition:Good
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:Unknown [*]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:98.0
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201698.0GoodGoodVery GoodGood-65000
August 201497.0GoodGoodVery GoodGood-65000
August 201294.1GoodGoodVery GoodGood-49300
August 201094.1GoodVery GoodVery GoodVery Good-49300
September 200894.1GoodVery GoodVery GoodVery Good-49300
September 200675.1GoodVery GoodVery GoodVery Good-51350
August 200475.1GoodVery GoodVery GoodVery Good-37362