+34.63486, -86.85999
34°38'05" N, 86°51'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:014146
Old structure number:0000I565420023C (from 1992 edition)
Location:2.7 MI E. JCT I65
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:41.0 ft. [12.5 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1987
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:Prestressed concrete continuous [6]
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,775 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:50.1 tons [45.5 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:93.3
Estimated cost of work:$2,746,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201593.3GoodGoodVery GoodVery Good-25775
April 201393.4GoodGoodVery GoodVery Good-25775
May 201195.5GoodGoodGoodGood-26702
May 200995.6GoodGoodGoodGood-25405
May 200795.7GoodGoodGoodGood-24430
May 200595.9GoodGoodGoodGood-22100
April 200396.1GoodGoodGoodGood-20515
April 200196.1GoodGoodGoodGood-20515
April 199996.2GoodGoodGoodVery Good-18890
July 199796.4GoodVery GoodVery GoodVery Good-16570
July 199596.8GoodVery GoodVery GoodVery Good-16570
July 199397.0GoodVery GoodVery GoodVery Good-12895
September 199197.1GoodVery GoodVery GoodVery Good-12000