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I-565 over SPRING CREEK

Map

Coordinates:
+34.63137, -86.88646
34°37'53" N, 86°53'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-565 over SPRING CREEK
Structure number:015045
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:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.8 ft. [16.7 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: March 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:Very Good [8 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: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:64.5 tons [58.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:87.6
Estimated cost of work:$3,522,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201587.6GoodGoodVery GoodVery Good-26590
March 201388.7GoodGoodVery GoodVery Good-26590
May 201188.8GoodGoodVery GoodVery Good-25845
May 200988.8GoodGoodVery GoodVery Good-25965
May 200788.8GoodGoodVery GoodVery Good-25280
May 200589.7GoodGoodVery GoodVery Good-22360
May 200389.9GoodGoodVery GoodVery Good-21105
May 200189.9GoodGoodVery GoodVery Good-21105
May 199990.0GoodVery GoodVery GoodVery Good-19495
July 199790.3GoodVery GoodVery GoodVery Good-16735
July 199591.8GoodVery GoodVery GoodVery Good-15315
July 199393.9GoodVery 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
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,8602,8480120
Deck
Reinforced Concrete Decksq. ft.13,48613,27521100
Substructure
Reinforced Concrete Abutmentlinear ft.142142000
Steel Pileeach40301000
Reinforced Concrete Pier Caplinear ft.255255000
Joints
Open Jointlinear ft.384384000
Bearings
Elastomeric Bearingeach9696000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4924744140