Loop-0002-2 over I-10 EBL and WBL


+32.27604, -107.71322
32°16'34" N, 107°42'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Loop-0002-2 over I-10 EBL and WBL
Structure number:000000000006820
Location:2.6 M E JCT I-10/ US-180
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:252.0 ft. [76.8 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1967
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,340 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:66.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,159,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorSatisfactoryPoorSatisfactory134066.7
February 2016PoorSatisfactoryPoorSatisfactory135569.0
February 2014PoorSatisfactoryPoorFair135569.0
February 2012PoorSatisfactoryPoorFair401767.7
February 2010PoorSatisfactoryPoorFair306768.2
January 2008FairSatisfactorySatisfactoryFair304179.5
November 2005FairSatisfactorySatisfactoryFair348379.3
September 2003FairFairSatisfactoryFair332078.4
August 2001FairFairSatisfactoryFair470477.7
July 1999FairSatisfactorySatisfactorySatisfactory447187.1
October 1997FairSatisfactorySatisfactorySatisfactory335687.6
October 1995FairSatisfactoryGoodSatisfactory326487.3
November 1993FairSatisfactoryGoodSatisfactory295687.5
December 1991FairGoodGoodSatisfactory286086.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,1651,161400
Concrete Protective Coatingsq. ft.2,3442,344000
Reinforced Concrete Decksq. ft.8,5938,38021300
Concrete Protective Coatingsq. ft.1,7991,799000
Reinforced Concrete Columneach91800
Concrete Protective Coatingsq. ft.1,0921,092000
Reinforced Concrete Abutmentlinear ft.80701000
Concrete Protective Coatingsq. ft.173173000
Reinforced Concrete Pier Caplinear ft.126012600
Concrete Protective Coatingsq. ft.1,9951,995000
Strip Seal Jointlinear ft.213213000
Movable Bearingeach1911800
Steel Protective Coatingsq. ft.7307300
Fixed Bearingeach1911800
Steel Protective Coatingsq. ft.5700570
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5504856500
Steel Protective Coatingsq. ft.3,7073,26943800