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I565 EAST SERVICE over LIMESTONE CREEK

Map

Coordinates:
+34.63276, -86.86684
34°37'58" N, 86°52'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201584.3FairSatisfactorySatisfactorySatisfactory-429
March 201389.9FairGoodSatisfactoryGood-429
May 201189.8FairGoodSatisfactoryGood-429
May 200989.8FairGoodSatisfactoryGood-429
May 200791.8FairGoodSatisfactoryGood-429
May 200591.8FairGoodSatisfactoryGood-429
May 200392.8FairGoodSatisfactoryGood-390
May 200192.8FairGoodSatisfactoryGood-390
May 199994.8FairGoodSatisfactoryGood-380
July 199794.8FairGoodSatisfactoryGood-380
July 199593.4FairGoodSatisfactoryGood-350
July 199393.7FairGoodSatisfactoryGood-295
September 199194.0FairGoodSatisfactoryGood-212

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.880873250
Reinforced Concrete Girder/Beamlinear ft.1,3331,19113390
Deck
Reinforced Concrete Decksq. ft.5,8265,826000
Reinforced Concrete Top Flangesq. ft.12,382010,5681,8140
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.165165000
Steel Pileeach3627090
Reinforced Concrete Pier Caplinear ft.3643522100
Joints
Open Jointlinear ft.49737910567
Bearings
Elastomeric Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1061,0890170