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I-565 over BRADFORD CREEK

Map 

Coordinates:
+34.67037, -86.75955
34°40'13" N, 86°45'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-565 over BRADFORD CREEK
Structure number:014450
Location:1.7 MI E COUNTY LINE ROAD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:41.0 ft. [12.5 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:54.8 ft. [16.7 m]
Owner:State Highway Agency [01]
Year built:1988
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:24,123 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Equal to present desirable criteria [8]
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:74.6 tons [67.8 metric tons]
Inventory rating:46.1 tons [41.9 metric tons]
Sufficiency rating:89.6
Estimated cost of work:$3,522,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201589.6Not deficientGoodGoodVery Good24123
May 201389.7Not deficientVery GoodGoodVery Good23195
May 201189.7Not deficientVery GoodGoodVery Good23083
May 200989.7Not deficientVery GoodGoodVery Good22495
May 200789.8Not deficientVery GoodGoodVery Good22045
May 200590.0Not deficientVery GoodGoodVery Good19680
May 200390.1Not deficientVery GoodGoodVery Good18575
May 200190.1Not deficientVery GoodGoodVery Good18575
May 199990.3Not deficientVery GoodGoodVery Good16985
July 199790.6Not deficientVery GoodVery GoodVery Good14170
July 199591.9Not deficientVery GoodVery GoodVery Good14170
July 199392.1Not deficientVery GoodVery GoodVery Good11760
October 199192.2Not deficientVery GoodVery GoodVery Good10170