Share:

I565 EAST SERVICE over LIMESTONE CREEK

Map 

Coordinates:
+34.63276, -86.86684
34°37'58" N, 86°52'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I565 EAST SERVICE over LIMESTONE CREEK
Structure number:014110
Location:2.5 MI E JCT I65*I565
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:67.9 ft. [20.7 m]
Total length:553.2 ft. [168.6 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]
Main span material:Prestressed concrete [5]
Main span 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:429 [as of 2003]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:48.6 tons [44.2 metric tons]
Inventory rating:29.2 tons [26.5 metric tons]
Sufficiency rating:84.3
Estimated cost of work:$4,391,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201584.3Not deficientSatisfactorySatisfactorySatisfactory429
March 201389.9Not deficientGoodSatisfactoryGood429
May 201189.8Not deficientGoodSatisfactoryGood429
May 200989.8Not deficientGoodSatisfactoryGood429
May 200791.8Not deficientGoodSatisfactoryGood429
May 200591.8Not deficientGoodSatisfactoryGood429
May 200392.8Not deficientGoodSatisfactoryGood390
May 200192.8Not deficientGoodSatisfactoryGood390
May 199994.8Not deficientGoodSatisfactoryGood380
July 199794.8Not deficientGoodSatisfactoryGood380
July 199593.4Not deficientGoodSatisfactoryGood350
July 199393.7Not deficientGoodSatisfactoryGood295
September 199194.0Not deficientGoodSatisfactoryGood212