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 

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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201589.4GoodGoodGoodGood-26590
March 201390.4GoodVery GoodVery GoodVery Good-26590
May 201190.4GoodVery GoodGoodVery Good-25845
May 200990.4GoodVery GoodGoodVery Good-25965
May 200790.5GoodVery GoodGoodVery Good-25280
May 200590.8GoodVery GoodGoodVery Good-22360
May 200390.9GoodVery GoodVery GoodVery Good-21105
May 200190.9GoodVery GoodVery GoodVery Good-21105
May 199991.1GoodVery GoodVery GoodVery Good-19495
July 199791.3GoodVery GoodVery GoodVery Good-16735
July 199591.8GoodVery GoodVery GoodVery Good-15315
July 199393.9GoodVery GoodVery GoodVery Good-13235
September 199194.0GoodExcellentExcellentExcellent-12605