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I-565 over SPRING CREEK

Map 

Coordinates:
+34.63137, -86.88646
34°37'53" N, 86°53'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201587.6Not deficientGoodVery GoodVery Good26590
March 201388.7Not deficientGoodVery GoodVery Good26590
May 201188.8Not deficientGoodVery GoodVery Good25845
May 200988.8Not deficientGoodVery GoodVery Good25965
May 200788.8Not deficientGoodVery GoodVery Good25280
May 200589.7Not deficientGoodVery GoodVery Good22360
May 200389.9Not deficientGoodVery GoodVery Good21105
May 200189.9Not deficientGoodVery GoodVery Good21105
May 199990.0Not deficientVery GoodVery GoodVery Good19495
July 199790.3Not deficientVery GoodVery GoodVery Good16735
July 199591.8Not deficientVery GoodVery GoodVery Good15315
July 199393.9Not deficientVery GoodVery GoodVery Good13235
September 199194.0Not deficientExcellentExcellentExcellent12605