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SR1509 over FORBUSH CREEK

Map 

Coordinates:
+36.15920, -80.61670
36°09'33" N, 80°37'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1509 over FORBUSH CREEK
Structure number:000000001970089
Location:100 FT.N.JCT.SR1591
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1980
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: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2012]
Truck traffic:6% 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:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:72.8 tons [66.2 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:86.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201586.4FairFairFairSatisfactory-1900
May 201385.2FairFairFairSatisfactory-2300
May 201185.2FairFairFairFair-2300
June 200985.2FairFairGoodFair-2300
September 200798.5FairSatisfactoryGoodGood-1900
July 200598.5FairSatisfactoryGoodGood-1900
June 200398.5FairSatisfactoryVery GoodGood-1800
July 200198.5FairSatisfactoryVery GoodGood-1800
October 199997.3GoodVery GoodVery GoodGood-2500
April 199197.8GoodVery GoodVery GoodGood-1300