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


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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201581.5Not deficientGoodGoodGood104190
February 201481.5Not deficientVery GoodVery GoodGood104190
December 201182.3Not deficientVery GoodVery GoodGood96760
December 200981.9Not deficientExcellentVery GoodVery Good100750
November 200864.9Functionally obsoleteSatisfactoryFairSatisfactory100750
April 200767.1Functionally obsoleteSatisfactoryFairSatisfactory98730
March 200567.4Functionally obsoleteSatisfactoryFairGood96350
March 200367.8Functionally obsoleteSatisfactoryFairGood93210
April 200167.8Functionally obsoleteSatisfactoryFairGood93210
March 199968.3Functionally obsoleteSatisfactoryFairGood88550
20000.0Not applicable---200
November 199668.9Not deficientSatisfactoryFairGood82600
September 199476.1Not deficientSatisfactoryFairGood76250
July 199274.9Not deficientSatisfactoryFairGood77860
July 199087.8Not deficientGoodSatisfactoryVery Good66460