I 25 ML over 8TH AVE


+39.72911, -105.01439
39°43'45" N, 105°00'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 25 ML over 8TH AVE
Structure number:F-16-DX
Location:IN DENVER
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:75.1 ft. [22.9 m]
Total length:153.6 ft. [46.8 m]
Roadway width between curbs:191.0 ft. [58.2 m]
Deck width edge-to-edge:193.9 ft. [59.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:214,000 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:71.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactorySatisfactory21400071.3
March 2016FairSatisfactorySatisfactorySatisfactory21400071.3
January 2014FairSatisfactorySatisfactorySatisfactory21400071.3
April 2012FairSatisfactorySatisfactorySatisfactory21300071.3
March 2010FairSatisfactorySatisfactorySatisfactory21300071.3
April 2008FairSatisfactorySatisfactorySatisfactory21300068.3
March 2006FairSatisfactorySatisfactorySatisfactory21650068.3
June 2005FairSatisfactorySatisfactorySatisfactory21987368.3
April 2004FairSatisfactorySatisfactorySatisfactory21987368.3
February 2002FairSatisfactorySatisfactorySatisfactory21993171.0
March 2000FairSatisfactorySatisfactorySatisfactory21380063.0
March 1998FairSatisfactorySatisfactorySatisfactory21380063.0
January 1996FairSatisfactorySatisfactorySatisfactory18800057.2
January 1994FairSatisfactorySatisfactorySatisfactory17740061.4
April 1992FairSatisfactorySatisfactorySatisfactory17740063.4
March 1990FairSatisfactoryGoodFair16540053.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.4,0501,7792,237340
Steel Protective Coatingsq. ft.4,0501,7792,237340
Reinforced Concrete Decksq. ft.29,83614,83614,8501500
Wearing Surfacessq. ft.29,41429,414000
Steel Pin or Pin & Hangar Assemblyeach32112100
Steel Protective Coatingsq. ft.3232000
Reinforced Concrete Columneach2825210
Reinforced Concrete Abutmentlinear ft.42136640150
Reinforced Concrete Pier Caplinear ft.4083931050
Pourable Jointlinear ft.68936732200
Other Jointlinear ft.4343904400
Elastomeric Bearingeach1414000
Movable Bearingeach4003604
Steel Protective Coatingsq. ft.4040000
Fixed Bearingeach4040000
Steel Protective Coatingsq. ft.4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.154154000
Other Material Bridge Raillinear ft.154154000