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I565 S. FRONTAGE over LIMESTONE CREEK RELIEF

Map

Coordinates:
+34.63343, -86.86292
34°38'00" N, 86°51'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I565 S. FRONTAGE over LIMESTONE CREEK RELIEF
Structure number:014111
Location:2.7 MI E JCT I65 * I565
Purpose:Carries highway over relief for waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.1 ft. [10.4 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed: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:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
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:606 [as of 2011]
Truck traffic:2% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:88.9
Estimated cost of work:$2,085,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201588.9GoodGoodGoodGood-606
April 201391.9GoodGoodGoodVery Good-606
May 201191.9FairSatisfactorySatisfactoryGood-606
May 200992.0FairSatisfactorySatisfactoryGood-522
May 200792.0FairGoodSatisfactoryGood-522
May 200592.0FairGoodSatisfactoryGood-522
May 200392.0FairGoodSatisfactoryGood-475
May 200192.0FairGoodSatisfactoryGood-475
May 199994.0FairGoodSatisfactoryGood-455
July 199795.0GoodGoodGoodGood-380
July 199595.0GoodGoodGoodGood-350
July 199395.0GoodGoodGoodGood-295
September 199195.0GoodGoodGoodGood-212