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I-10 EBL over FL4336/Pearl Street

Map

Coordinates:
+32.27108, -107.75273
32°16'16" N, 107°45'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-10 EBL over FL4336/Pearl Street
Structure number:000000000006816
Location:0.3 Mi E Jct US-180/I-10
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:44.0 ft. [13.4 m]
Total length:117.1 ft. [35.7 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2000
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: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,515 [as of 2017]
Truck traffic:41% 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:Superior to present desirable criteria [9]
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:94.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$374,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood1151594.8
February 2016GoodGoodGoodGood791094.8
February 2014GoodGoodGoodGood791094.8
February 2012GoodGoodGoodGood825094.8
February 2010GoodGoodGoodGood2137156.8
March 2008FairGoodGoodSatisfactory1039256.8
February 2006GoodGoodGoodGood1056896.0
February 2004GoodGoodGoodGood965096.0
March 2002GoodGoodGoodGood913795.1
March 2000GoodGoodGoodGood1167789.8
March 1999PoorPoorFairSatisfactory1050480.8
May 1997PoorPoorFairSatisfactory1003480.8
April 1996PoorPoorFairSatisfactory1003480.8
February 1995FairFairFairGood483381.6
July 1993FairFairFairGood483383.6
December 1991FairFairFairGood449884.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8268121220
Concrete Protective Coatingsq. ft.684684000
Deck
Reinforced Concrete Decksq. ft.5,3555,3302500
Concrete Protective Coatingsq. ft.521521000
Substructure
Reinforced Concrete Columneach65100
Concrete Protective Coatingsq. ft.596596000
Reinforced Concrete Abutmentlinear ft.85701500
Concrete Protective Coatingsq. ft.128128000
Reinforced Concrete Pier Caplinear ft.8176500
Concrete Protective Coatingsq. ft.648648000
Joints
Strip Seal Jointlinear ft.8989000
Pourable Jointlinear ft.8989000
Bearings
Enclosed/Concealed Bearingeach4242000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.28614314300
Concrete Protective Coatingsq. ft.1,3681,368000