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I65 over TCI RR * VILLAGE CREEK

Map

Coordinates:
+33.53683, -86.82376
33°32'13" N, 86°49'26" 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:14.8 ft. [4.5 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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:104,190 [as of 2015]
Truck traffic:13% 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: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]
Operating rating:49.8 tons [45.3 metric tons]
Inventory rating:29.8 tons [27.1 metric tons]
Sufficiency rating:81.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$43,652,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201581.5GoodGoodGoodGood-104190
February 201481.5GoodVery GoodVery GoodGood-104190
December 201182.3GoodVery GoodVery GoodGood-96760
December 200981.9GoodExcellentVery GoodVery Good-100750
November 200864.9FairSatisfactoryFairSatisfactoryFO100750
April 200767.1FairSatisfactoryFairSatisfactoryFO98730
March 200567.4FairSatisfactoryFairGoodFO96350
March 200367.8FairSatisfactoryFairGoodFO93210
April 200167.8FairSatisfactoryFairGoodFO93210
March 199968.3FairSatisfactoryFairGoodFO88550
November 199668.9FairSatisfactoryFairGood-82600
September 199476.1FairSatisfactoryFairGood-76250
July 199274.9FairSatisfactoryFairGood-77860
July 199087.8FairGoodSatisfactoryVery Good-66460

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.28,73528,735000
Steel Protective Coatingsq. ft.273,500273,500000
Deck
Reinforced Concrete Decksq. ft.189,873189,74312910
Substructure
Reinforced Concrete Columneach2161724400
Reinforced Concrete Abutmentlinear ft.3723145350
Reinforced Concrete Pier Caplinear ft.2,8012,72650250
Joints
Open Jointlinear ft.2,5772,577000
Bearings
Elastomeric Bearingeach748742600
Movable Bearingeach721348110
Fixed Bearingeach64263800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,4214,3278590