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I65 over TCI RR * VILLAGE CREEK

Map 

Coordinates:
+33.53683, -86.82376
33°32'13" N, 86°49'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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