+34.63163, -86.88658
34°37'54" N, 86°53'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-565 over SPRING CREEK
Structure number:015044
Location:0.6 MI E JCT I65 * I565
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:41.0 ft. [12.5 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Owner:State Highway Agency [01]
Year built:1990
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:26,590 [as of 2013]
Truck traffic:12% 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: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 the assessed or calculated scour condition. [8]
Operating rating:63.8 tons [58.0 metric tons]
Inventory rating:33.8 tons [30.7 metric tons]
Sufficiency rating:86.6
Estimated cost of work:$4,300,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201586.6GoodGoodGoodGood-26590
March 201388.6GoodVery GoodVery GoodVery Good-26135
May 201188.7GoodVery GoodVery GoodVery Good-25845
May 200988.6GoodVery GoodVery GoodVery Good-25965
May 200788.7GoodVery GoodVery GoodVery Good-25280
May 200589.7GoodVery GoodVery GoodVery Good-22360
May 200389.9GoodVery GoodVery GoodVery Good-21105
May 200189.9GoodVery GoodVery GoodVery Good-21105
May 199990.0GoodVery GoodVery GoodVery Good-19495
July 199790.3GoodVery GoodVery GoodVery Good-16735
July 199590.9GoodVery GoodVery GoodVery Good-13235
July 199392.9GoodVery GoodVery GoodVery Good-13235
September 199194.0GoodExcellentExcellentExcellent-12605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.2,4612,4490120
Reinforced Concrete Decksq. ft.16,4643,59412,87000
Reinforced Concrete Abutmentlinear ft.166166000
Steel Pileeach50401000
Reinforced Concrete Pier Caplinear ft.320317300
Open Jointlinear ft.469469000
Elastomeric Bearingeach120120000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.492485430