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I65 over TCI RR * VILLAGE CREEK

Map

Coordinates:
+33.53596, -86.82372
33°32'09" N, 86°49'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I65 over TCI RR * VILLAGE CREEK
Structure number:014408
Old structure number:00000I653701320 (from 1992 edition)
Location:I65 * VILLAGE CREEK
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:75.1 ft. [22.9 m]
Total length:1105.4 ft. [336.9 m]
Roadway width between curbs:167.7 ft. [51.1 m]
Deck width edge-to-edge:171.9 ft. [52.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2009
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:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:104,190 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:81.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$43,449,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodGoodSatisfactory10419081.5
December 2015GoodGoodGoodGood10419081.5
February 2014GoodVery GoodVery GoodGood10419081.5
December 2011GoodVery GoodVery GoodGood9676082.3
December 2009GoodExcellentVery GoodVery Good10075081.9
November 2008FairSatisfactoryFairSatisfactory10075064.9
April 2007FairSatisfactoryFairSatisfactory9873067.1
March 2005FairSatisfactoryFairGood9635067.4
March 2003FairSatisfactoryFairGood9321067.8
April 2001FairSatisfactoryFairGood9321067.8
March 1999FairSatisfactoryFairGood8855068.3
November 1996FairSatisfactoryFairGood8260068.9
September 1994FairSatisfactoryFairGood7625076.1
July 1992FairSatisfactoryFairGood7786074.9
July 1990FairGoodSatisfactoryVery Good6646087.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.28,73528,7201500
Steel Protective Coatingsq. ft.273,500273,500000
Deck
Reinforced Concrete Decksq. ft.189,873187,8811,99200
Substructure
Reinforced Concrete Columneach2161991700
Reinforced Concrete Abutmentlinear ft.37231150110
Reinforced Concrete Pier Caplinear ft.2,8012,74430270
Joints
Open Jointlinear ft.2,5772,577000
Bearings
Elastomeric Bearingeach7486987430
Movable Bearingeach721348110
Fixed Bearingeach64263800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,4214,3278590