I-565 over PINEY CREEK


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


Name:I-565 over PINEY CREEK
Structure number:015047
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:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 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: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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:89.4
Estimated cost of work:$3,908,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201589.4Not deficientGoodGoodGood26590
March 201390.4Not deficientVery GoodVery GoodVery Good26590
May 201190.4Not deficientVery GoodGoodVery Good25845
May 200990.4Not deficientVery GoodGoodVery Good25965
May 200790.5Not deficientVery GoodGoodVery Good25280
May 200590.8Not deficientVery GoodGoodVery Good22360
May 200390.9Not deficientVery GoodVery GoodVery Good21105
May 200190.9Not deficientVery GoodVery GoodVery Good21105
May 199991.1Not deficientVery GoodVery GoodVery Good19495
July 199791.3Not deficientVery GoodVery GoodVery Good16735
July 199591.8Not deficientVery GoodVery GoodVery Good15315
July 199393.9Not deficientVery GoodVery GoodVery Good13235
September 199194.0Not deficientExcellentExcellentExcellent12605