I-40 WBL over NM118,BNSF RR,Rio Puerco


+35.53156, -108.67276
35°31'54" N, 108°40'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-40 WBL over NM118,BNSF RR,Rio Puerco
Structure number:000000000007871
Location:5.0 MI E OF US-491
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:92.9 ft. [28.3 m]
Total length:827.1 ft. [252.1 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,570 [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]
Underclearances 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 2016GoodGoodGoodGood2257098.0
August 2014GoodGoodGoodGood1120798.0
August 2012GoodGoodGoodGood2325498.0
August 2010GoodGoodGoodGood1248998.0
September 2008GoodGoodGoodGood2547498.0
November 2006FairSatisfactorySatisfactorySatisfactory1038597.0
November 2004FairSatisfactorySatisfactorySatisfactory1077897.0
November 2002FairSatisfactorySatisfactorySatisfactory1330096.8
November 2000FairSatisfactorySatisfactorySatisfactory1293496.8
November 1998FairSatisfactorySatisfactorySatisfactory1163496.9
November 1996FairSatisfactorySatisfactorySatisfactory1137096.9
November 1994FairSatisfactorySatisfactorySatisfactory741097.4
November 1993FairSatisfactorySatisfactorySatisfactory741097.4
October 1992FairSatisfactorySatisfactorySatisfactory707497.5
October 1990FairGoodSatisfactorySatisfactory689697.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.4,9414,9063500
Reinforced Concrete Decksq. ft.43,00240,8522,15000
Wearing Surfacessq. ft.43,00240,8522,15000
Reinforced Concrete Columneach3632400
Reinforced Concrete Abutmentlinear ft.1311112000
Reinforced Concrete Pier Caplinear ft.56132523600
Strip Seal Jointlinear ft.729729000
Movable Bearingeach5805800
Steel Protective Coatingsq. ft.167167000
Fixed Bearingeach5805800
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.167167000
Steel Protective Coatingsq. ft.5,87905,87900
Reinforced Concrete Bridge Raillinear ft.131398300