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I 70 ML EBND over WILDER GULCH

Map

Coordinates:
+39.51917, -106.21385
39°31'09" N, 106°12'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 70 ML EBND over WILDER GULCH
Structure number:F-12-AK
Location:1 MI E OF EAGLE SUMMIT CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:160.1 ft. [48.8 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1977
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:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2011]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,076,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodGoodSatisfactory900097.4
September 2015FairGoodGoodSatisfactory900097.4
October 2013FairGoodGoodSatisfactory900097.4
September 2011FairGoodGoodSatisfactory1890097.0
July 2009FairGoodGoodSatisfactory1890097.0
July 2007FairGoodGoodSatisfactory1990096.9
September 2005FairGoodGoodSatisfactory1855597.0
September 2003PoorGoodSeriousSatisfactory1804452.1
September 2001PoorGoodSeriousSatisfactory1804450.2
August 1999FairGoodGoodSatisfactory1690096.1
July 1997FairGoodGoodSatisfactory705097.1
July 1995FairGoodGoodSatisfactory705096.7
July 1993FairSatisfactoryGoodSatisfactory725097.5
July 1992FairSatisfactoryGoodSatisfactory725097.5
September 1990FairSatisfactoryGoodSatisfactory1200097.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.4493918500
Steel Protective Coatingsq. ft.449449000
Deck
Reinforced Concrete Decksq. ft.9,5348,3341,20000
Wearing Surfacessq. ft.8,6267,1261,50000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach80800
Steel Protective Coatingsq. ft.88000
Substructure
Reinforced Concrete Pier Walllinear ft.6361110
Reinforced Concrete Abutmentlinear ft.8080000
Joints
Strip Seal Jointlinear ft.7670240
Bearings
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.454454000