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NC94 over RIDERS CREEK

Map

Coordinates:
+35.89170, -76.23387
35°53'30" N, 76°14'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC94 over RIDERS CREEK
Structure number:000000001770008
Location:0.2 MI.N. OF JCT.SR1301
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1962
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:60.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorFairSatisfactoryPoor180060.1
February 2016FairFairFairFair200076.0
February 2014FairFairFairFair200076.0
February 2012FairFairFairFair190076.0
February 2010FairFairFairFair180071.8
February 2008FairFairGoodFair180069.6
March 2006FairFairGoodFair180069.6
March 2004FairFairGoodFair180069.6
March 2002FairFairGoodFair180069.6
March 2000FairFairGoodFair200071.8
March 1998FairFairGoodSatisfactory200082.9
February 1992FairFairGoodSatisfactory160078.0