I-565 over PINEY CREEK


+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 PINEY CREEK
Structure number:015046
Location:0.9 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:369.1 ft. [112.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.8 ft. [16.7 m]
Skew angle:
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:9
Main spans material:Prestressed concrete [5]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.6 tons [67.8 metric tons]
Inventory rating:46.1 tons [41.9 metric tons]
Sufficiency rating:87.3
Estimated cost of work:$5,013,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201587.3Not deficientGoodGoodGood26590
March 201389.4Not deficientVery GoodGoodGood26135
May 201189.4Not deficientVery GoodGoodGood25845
May 200989.4Not deficientVery GoodGoodGood25965
May 200789.5Not deficientVery GoodGoodGood25280
May 200589.7Not deficientVery GoodGoodGood22360
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 199590.8Not deficientVery GoodVery GoodVery Good15315
July 199392.9Not deficientVery GoodVery GoodVery Good13235
September 199181.8Not deficientExcellentExcellentExcellent12605