+35.75271, -81.75082
35°45'10" N, 81°45'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:NC126 over CANOE CREEK
Structure number:000000000230103
Old structure number:000000000023103 (from 1992 edition)
Location:0.2 MI.E.JCT SR1313
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1964
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: September 2015 

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:2,500 [as of 2008]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:1.0 tons [0.9 metric tons]
Inventory rating:1.0 tons [0.9 metric tons]
Sufficiency rating:23.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201523.7PoorGoodPoorFairSD2500
September 201323.7PoorGoodPoorFairSD2500
September 201123.7PoorGoodPoorFairSD2500
September 200923.7PoorGoodPoorSatisfactorySD2500
September 200723.3PoorGoodPoorFairSD2600
November 200577.8FairGoodSatisfactorySatisfactory-2900
August 200385.7GoodGoodGoodGood-2700
December 200185.9GoodGoodGoodGood-2400
November 199985.9GoodGoodGoodGood-2400
December 199785.9GoodGoodGoodGood-2400
March 199685.8GoodGoodGoodGood-2500
March 199487.6GoodGoodGoodGood-1600
January 199288.3GoodGoodGoodGood-1000