I-10 WBL over Loop 002-2


+32.26819, -107.77724
32°16'05" N, 107°46'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-10 WBL over Loop 002-2
Structure number:000000000006811
Location:West Deming Interchange
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:52.8 ft. [16.1 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2002
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,757 [as of 2017]
Truck traffic:34% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairGoodGood1275795.0
September 2015FairFairGoodGood1059695.0
September 2013GoodGoodGoodGood1059696.0
September 2011FairSatisfactorySatisfactorySatisfactory1084696.0
July 2009FairSatisfactorySatisfactorySatisfactory1847296.0
June 2007GoodGoodGoodGood1073740.7
March 2005GoodGoodGoodGood911996.0
April 2003GoodGoodGoodGood761293.3
March 2002PoorPoorFairFair733281.2
March 2001PoorPoorFairFair693981.2
March 2000FairFairFairFair693983.2
March 1999FairFairFairFair635183.3
May 1997FairFairFairFair595883.3
April 1996FairFairFairFair583483.3
February 1995FairFairFairFair413183.6
July 1993FairFairSatisfactoryGood413192.7
October 1991FairFairSatisfactoryGood371694.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.984984000
Reinforced Concrete Decksq. ft.5,7811,18504,5960
Wearing Surfacessq. ft.5,781005,7810
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.924523240
Reinforced Concrete Pier Caplinear ft.9292000
Strip Seal Jointlinear ft.184929200
Pourable Jointlinear ft.184184000
Elastomeric Bearingeach1414000
Enclosed/Concealed Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.28001401400