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FAS 2573 over BRIAR CREEK

Map 

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

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:190 [as of 2011]
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: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:45.5 tons [41.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:92.4
Estimated cost of work:$328,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201492.4Not deficient---190
June 201292.4Not deficient---190
June 201092.4Not deficient---260
June 200892.4Not deficient---260
May 200692.4Not deficient---150
May 200492.4Not deficient---190
May 200292.4Not deficient---200
May 200099.7Not deficient---900
September 199899.9Not deficient---300
March 199699.9Not deficient---300
March 199499.9Not deficient---300
April 199299.9Not deficient---270
July 199099.9Not deficient---270