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NC903 over SIX RUNS CREEK

Map

Coordinates:
+34.79333, -78.31130
34°47'36" N, 78°18'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC903 over SIX RUNS CREEK
Structure number:000000001630066
Location:0.8 MI. E. OF JCT SR1134
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:17.1 ft. [5.2 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1950
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:9
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,100 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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: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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:1.0 tons [0.9 metric tons]
Inventory rating:1.0 tons [0.9 metric tons]
Sufficiency rating:14.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201614.2PoorFairFairSeriousSD1100
August 201414.2PoorFairFairSeriousSD1100
August 201214.2PoorFairFairSeriousSD1100
August 201044.8FairFairFairFair-1100
September 200828.7FairFairFairFairSD1300
August 200620.1PoorGoodSatisfactoryPoorSD1400
August 200420.1PoorGoodSatisfactoryPoorSD1400
September 200221.6PoorGoodSatisfactoryPoorSD1100
July 200019.1PoorVery GoodFairPoorSD1600
June 199839.5FairVery GoodFairFair-1200
June 199031.9PoorSatisfactoryPoorPoorSD400