US 231 over STREAM


+32.48271, -86.20269
32°28'58" N, 86°12'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 231 over STREAM
Structure number:011410
Old structure number:000000095103740 (from 1992 edition)
Location:AL.152*US 231 HWY
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:54.1 ft. [16.5 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1975
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:37,720 [as of 2013]
Truck traffic:4% 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:53.4 tons [48.5 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:77.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$17,442,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201477.5Not deficient---37720
May 201277.9Not deficient---34860
June 201077.8Not deficient---35410
June 200863.9Not deficient---36370
May 200677.6Not deficient---38320
April 200477.7Not deficient---38100
May 200277.7Not deficient---38030
May 200075.6Not deficient---38220
April 199875.9Not deficient---35670
April 199676.1Not deficient---34430
March 199477.3Not deficient---29700
February 199275.6Not deficient---48620