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I565 N FRONTAGE over LIMESTONE CREEK RELIEF

Map

Coordinates:
+34.63521, -86.86024
34°38'07" N, 86°51'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I565 N FRONTAGE over LIMESTONE CREEK RELIEF
Structure number:014144
Location:2.7 MI E JCT I65 * I565
Purpose:Carries highway over relief for waterway
Route classification:Collector (Urban) [17]
Length of largest span:41.0 ft. [12.5 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 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:665 [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:Very Good [8 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: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:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.9
Estimated cost of work:$1,980,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201591.9GoodGoodGoodVery Good-665
April 201391.9GoodVery GoodVery GoodVery Good-665
May 201191.9GoodVery GoodVery GoodVery Good-665
May 200991.9GoodVery GoodVery GoodVery Good-616
May 200791.9GoodVery GoodVery GoodVery Good-616
May 200592.0GoodVery GoodVery GoodVery Good-541
May 200392.0GoodVery GoodVery GoodVery Good-541
May 200191.9GoodVery GoodVery GoodGood-520
May 199993.9GoodVery GoodVery GoodGood-500
July 199794.0GoodVery GoodVery GoodGood-450
July 199593.7GoodVery GoodVery GoodGood-350
July 199393.7GoodVery GoodVery GoodVery Good-295
September 199194.0GoodVery GoodVery GoodVery Good-212