+31.49211, -82.32617
31°29'32" N, 82°19'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAS 2573 over BRIAR CREEK
Structure number:000000000500250
Location:2 MI W OF PIERCE CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:56.1 ft. [17.1 m]
Owner:County Highway Agency [02]
Year built:1970
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:85.1 tons [77.4 metric tons]
Inventory rating:51.5 tons [46.8 metric tons]
Sufficiency rating:99.9
Estimated cost of work:$328,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201699.9Good7 out of 10-190
June 201492.4Good7 out of 10-190
June 201292.4Good7 out of 10-190
June 201092.4Good7 out of 10-260
June 200892.4Good7 out of 10-260
May 200692.4Good7 out of 10-150
May 200492.4Good7 out of 10-190
May 200292.4Good7 out of 10-200
May 200099.7Good7 out of 10-900
September 199899.9Good7 out of 10-300
March 199699.9Good7 out of 10-300
March 199499.9Good7 out of 10-300
April 199299.9Good7 out of 10-270
July 199099.9Good7 out of 10-270