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US 80 over RICHLAND CREEK TRIB

Map

Coordinates:
+32.69857, -84.44171
32°41'55" N, 84°26'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 80 over RICHLAND CREEK TRIB
Structure number:000000026300060
Location:6.2 MI E OF TALBOTTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1994
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:730 [as of 2012]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:45.5 tons [41.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:80.1
Estimated cost of work:$194,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201580.1Fair6 out of 10-730
December 201380.1Fair6 out of 10-730
January 201278.1Fair6 out of 10-740
January 201077.8Fair6 out of 10-1020
January 200877.8Fair6 out of 10-1020
December 200572.9Fair6 out of 10-1270
December 200373.0Fair6 out of 10-1200
January 200272.6Fair6 out of 10-1500
January 200062.7Fair5 out of 10-1800
January 199860.7Fair5 out of 10-1800
January 199672.1Fair6 out of 10-1800
January 199472.1Fair6 out of 10-1800
December 199187.7Fair6 out of 10-1650