SR1510 over FALL CREEK


+36.25327, -80.64959
36°15'12" N, 80°38'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1510 over FALL CREEK
Structure number:000000001970077
Location:.2 MI.S.JCT.SR1527
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1983
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:700 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:88.8 tons [80.7 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:85.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201585.6FairSatisfactorySatisfactoryFair-700
April 201389.1FairSatisfactorySatisfactorySatisfactory-780
April 201188.1FairFairGoodGood-780
May 200997.8GoodGoodGoodGood-390
September 200789.0GoodGoodVery GoodGood-840
June 200589.0GoodGoodVery GoodGood-840
June 200389.0GoodVery GoodVery GoodGood-930
June 200188.9GoodVery GoodVery GoodGood-1000
August 199988.9GoodVery GoodVery GoodGood-1000
April 199198.9GoodVery GoodVery GoodVery Good-300