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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.9619016000
Deck
Reinforced Concrete Top Flangesq. ft.7,95107,920310
Substructure
Reinforced Concrete Abutmentlinear ft.9898000
Steel Pileeach2422200
Reinforced Concrete Pier Caplinear ft.166164110
Joints
Open Jointlinear ft.29923623040
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4804633140