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I-40 EBL over WEST YARD DRAW

Map

Coordinates:
+35.51281, -108.81334
35°30'46" N, 108°48'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-40 EBL over WEST YARD DRAW
Structure number:000000000008853
Location:1.1 MI E JCT I-40/NM118
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:97.1 ft. [29.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1993
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,875 [as of 2016]
Truck traffic:44% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodGoodGood2087598.0
August 2014GoodGoodGoodGood1257398.0
August 2012GoodGoodGoodGood2715698.0
August 2010GoodGoodGoodGood980598.0
September 2008GoodGoodGoodGood1881498.0
August 2006GoodGoodGoodGood961297.1
August 2004GoodGoodVery GoodVery Good992897.1
October 2002GoodGoodVery GoodVery Good1050497.0
October 2000GoodGoodVery GoodVery Good1021597.0
October 1998GoodGoodVery GoodVery Good841897.2
October 1996GoodGoodVery GoodVery Good788797.3
December 1995GoodGoodVery GoodVery Good765997.4
December 1993GoodGoodVery GoodVery Good676497.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.600600000
Deck
Reinforced Concrete Decksq. ft.4,1014,101000
Wearing Surfacessq. ft.4,1014,0911000
Substructure
Reinforced Concrete Abutmentlinear ft.8787000
Joints
Strip Seal Jointlinear ft.8585000
Compression Jointlinear ft.8282000
Bearings
Enclosed/Concealed Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.260260000