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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: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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201588.9Not deficientGoodGoodGood606
April 201391.9Not deficientGoodGoodVery Good606
May 201191.9Not deficientSatisfactorySatisfactoryGood606
May 200992.0Not deficientSatisfactorySatisfactoryGood522
May 200792.0Not deficientGoodSatisfactoryGood522
May 200592.0Not deficientGoodSatisfactoryGood522
May 200392.0Not deficientGoodSatisfactoryGood475
May 200192.0Not deficientGoodSatisfactoryGood475
May 199994.0Not deficientGoodSatisfactoryGood455
July 199795.0Not deficientGoodGoodGood380
July 199595.0Not deficientGoodGoodGood350
July 199395.0Not deficientGoodGoodGood295
September 199195.0Not deficientGoodGoodGood212