US 82 over BROWN BRANCH
Map
Coordinates:
+32.30061, -86.2034932°18'02" N, 86°12'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 82 over BROWN BRANCH |
Structure number: | 008674 |
Old structure number: | 000000065101650 (from 1992 edition) |
Location: | 2.9 MI W OF MERIWETHER RD |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 64.0 ft. [19.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,370 [as of 2013] |
Truck traffic: | 20% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
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] |
Sufficiency rating: | 62.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,256,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
March 2018 | Fair | 6 out of 10 | 16370 | 62.7 |
March 2016 | Fair | 6 out of 10 | 16370 | 62.7 |
March 2014 | Fair | 6 out of 10 | 16370 | 62.7 |
March 2012 | Fair | 5 out of 10 | 15960 | 38.5 |
January 2010 | Fair | 5 out of 10 | 16710 | 38.5 |
November 2007 | Fair | 5 out of 10 | 16750 | 38.5 |
December 2005 | Fair | 5 out of 10 | 16500 | 38.5 |
October 2003 | Fair | 5 out of 10 | 16720 | 38.5 |
November 2001 | Fair | 5 out of 10 | 16720 | 38.5 |
December 1999 | Fair | 5 out of 10 | 16370 | 38.7 |
January 1998 | Fair | 5 out of 10 | 16680 | 38.7 |
January 1996 | Fair | 5 out of 10 | 15500 | 38.5 |
January 1994 | Fair | 6 out of 10 | 16590 | 48.5 |
January 1992 | Good | 7 out of 10 | 16190 | 48.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 665 | 617 | 24 | 24 | 0 |