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AL.152 over STREAM

Map 

Coordinates:
+32.42210, -86.24326
32°25'20" N, 86°14'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL.152 over STREAM
Structure number:010620
Old structure number:000001525101850 (from 1992 edition)
Location:0.7MI N.US.231
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1971
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:23,320 [as of 2013]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.9 tons [89.0 metric tons]
Inventory rating:97.9 tons [89.0 metric tons]
Sufficiency rating:84.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,254,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201484.0Not deficient---23320
December 201284.0Not deficient---24840
December 201084.0Not deficient---24900
September 200885.0Not deficient---26240
August 200685.0Not deficient---27270
August 200485.0Not deficient---26830
May 200285.0Not deficient---24230
September 200083.0Not deficient---27940
July 199883.0Not deficient---25580
July 199683.0Not deficient---23400
May 199483.0Not deficient---20690
April 199280.0Not deficient---19920
May 199080.0Not deficient---21540