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IN 065 NBL * SBL over AL RIVER AND RAIL ROAD

Map 

Coordinates:
+32.37417, -86.32167
32°22'27" N, 86°19'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IN 065 NBL * SBL over AL RIVER AND RAIL ROAD
Structure number:019675
Location:0.8 MI SOUTH OF AL152
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:259.9 ft. [79.2 m]
Total length:2454.5 ft. [748.1 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:49.9 ft. [15.2 m]
Owner:State Highway Agency [01]
Year built:2007
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:3
Main spans material:Steel continuous [4]
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:77,500 [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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.0 tons [43.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:87.5
Estimated cost of work:$27,084,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201487.5Not deficientGoodGoodGood77500
March 201288.2Not deficientGoodGoodGood69770
January 201087.6Not deficientVery GoodVery GoodVery Good76170
December 200792.6Not deficientVery GoodVery GoodVery Good25043