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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

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2301,2200100
Deck
Reinforced Concrete Decksq. ft.7,5802,6554,92500
Substructure
Reinforced Concrete Abutmentlinear ft.9492020
Steel Pileeach2525000
Reinforced Concrete Pier Caplinear ft.154154000
Joints
Open Jointlinear ft.216216000
Bearings
Elastomeric Bearingeach6060000
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.3006240
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.492488040