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FAS 9 over DUMPLIN CREEK

Map

Coordinates:
+36.02833, -83.49778
36°01'42" N, 83°29'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 9 over DUMPLIN CREEK
Structure number:45SR0090007
Location:.1 M S OF ERNIE WILSON RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:31.8 ft. [9.7 m]
Total length:93.2 ft. [28.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,180 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:66.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$841,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201566.1FairFairFairFair-2180
October 201364.7FairFairFairFair-2560
October 201168.2FairFairFairFair-2410
November 200968.3FairFairFairFair-2380
October 200768.2FairFairSatisfactoryFair-2430
December 200565.3FairFairSatisfactoryFair-3270
December 200372.4FairSatisfactorySatisfactorySatisfactory-6030
October 200181.8FairSatisfactorySatisfactorySatisfactory-2320
December 199965.3FairSatisfactorySatisfactorySatisfactory-2190
November 199765.2FairSatisfactorySatisfactorySatisfactory-2500
October 199564.8FairSatisfactorySatisfactorySatisfactory-2650
November 199368.2FairSatisfactorySatisfactorySatisfactory-2000
December 199178.9FairSatisfactorySatisfactorySatisfactory-1500