SH 2 ML over I 25 ML


+39.68262, -104.94032
39°40'57" N, 104°56'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 2 ML over I 25 ML
Structure number:F-17-OC
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.4 ft. [36.7 m]
Total length:226.7 ft. [69.1 m]
Roadway width between curbs:116.1 ft. [35.4 m]
Deck width edge-to-edge:144.0 ft. [43.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:18°
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:Epoxy Overlay [5]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:62,000 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood6200077.3
October 2015GoodGoodGoodGood6200077.3
October 2013GoodGoodGoodVery Good6200077.3
November 2011GoodGoodGoodVery Good4880078.1
December 2009GoodGoodGoodVery Good4880078.1
January 2008GoodGoodGoodVery Good5010078.0
January 2006GoodVery GoodVery GoodVery Good5420077.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.4,3054,2733110
Reinforced Concrete Decksq. ft.32,63029,6203,01000
Wearing Surfacessq. ft.26,28626,286000
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.3032238000
Reinforced Concrete Pier Caplinear ft.151151000
Pourable Jointlinear ft.30315315000
Compression Jointlinear ft.30302031000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.453453000
Steel Protective Coatingsq. ft.4534332000