+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:MS 18+Mod / HS 20+Mod [6]
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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:23.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201523.7Structurally deficientGoodPoorFair2500
September 201323.7Structurally deficientGoodPoorFair2500
September 201123.7Structurally deficientGoodPoorFair2500
September 200923.7Structurally deficientGoodPoorSatisfactory2500
September 200723.3Structurally deficientGoodPoorFair2600
November 200577.8Not deficientGoodSatisfactorySatisfactory2900
August 200385.7Not deficientGoodGoodGood2700
December 200185.9Not deficientGoodGoodGood2400
November 199985.9Not deficientGoodGoodGood2400
December 199785.9Not deficientGoodGoodGood2400
March 199685.8Not deficientGoodGoodGood2500
March 199487.6Not deficientGoodGoodGood1600
January 199288.3Not deficientGoodGoodGood1000