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NC903 over TYSON CREEK

Map

Coordinates:
+35.41772, -77.72842
35°25'04" N, 77°43'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC903 over TYSON CREEK
Structure number:000000000790108
Location:0.3 MI. S. OF JCT. SR1127
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1960
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:2
Main spans material:Aluminum, Wrought Iron or Cast Iron [9]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2013]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2018Good7 out of 10290099.3
January 2016Good7 out of 10310098.4
January 2014Good7 out of 10310098.4
January 2012Good7 out of 10260098.7
January 2010Good8 out of 10330098.3
March 2008Good8 out of 10250098.7
March 2006Good8 out of 10270098.6
December 2003Good8 out of 10310098.4