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I-565 over SPRING CREEK

Map 

Coordinates:
+34.63163, -86.88658
34°37'54" N, 86°53'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201586.6Not deficientGoodGoodGood26590
March 201388.6Not deficientVery GoodVery GoodVery Good26135
May 201188.7Not deficientVery GoodVery GoodVery Good25845
May 200988.6Not deficientVery GoodVery GoodVery Good25965
May 200788.7Not deficientVery GoodVery GoodVery Good25280
May 200589.7Not deficientVery GoodVery GoodVery Good22360
May 200389.9Not deficientVery GoodVery GoodVery Good21105
May 200189.9Not deficientVery GoodVery GoodVery Good21105
May 199990.0Not deficientVery GoodVery GoodVery Good19495
July 199790.3Not deficientVery GoodVery GoodVery Good16735
July 199590.9Not deficientVery GoodVery GoodVery Good13235
July 199392.9Not deficientVery GoodVery GoodVery Good13235
September 199194.0Not deficientExcellentExcellentExcellent12605