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SR1931 over EAST PRONG HUNTING CREEK

Map 

Coordinates:
+35.70599, -81.64514
35°42'22" N, 81°38'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1931 over EAST PRONG HUNTING CREEK
Structure number:000000000230092
Location:.1 MI.W.JCT.SR1887
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.0 ft. [5.5 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:67.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201567.2FairFairFairSatisfactory-2000
December 201367.2FairFairFairSatisfactory-2000
December 201165.1FairFairFairFairFO2100
December 200976.2FairSatisfactorySatisfactorySatisfactoryFO2300
November 200776.1FairSatisfactorySatisfactorySatisfactoryFO2400
February 200676.1FairSatisfactorySatisfactorySatisfactoryFO2400
October 200376.1FairFairGoodSatisfactoryFO2500
February 200276.2FairFairGoodSatisfactoryFO2100
February 200079.4FairFairGoodSatisfactory-1700
April 199077.8FairGoodGoodSatisfactory-1300