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SR1301 over NICHOLSON CREEK

Map

Coordinates:
+35.03106, -79.21053
35°01'52" N, 79°12'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1301 over NICHOLSON CREEK
Structure number:000000000930063
Location:1.5 MI. E. JCT. SR1300
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1996
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2013]
Truck traffic:6% 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 minimum criteria [6]
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]
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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good7 out of 10160100.0
February 2015Good7 out of 10180100.0
February 2013Good7 out of 10180100.0
February 2011Good7 out of 10140100.0
March 2009Good8 out of 10150100.0
March 2007Good8 out of 10150100.0
December 2004Good8 out of 10120100.0
December 2002Good8 out of 10160100.0
December 2000Good8 out of 10130100.0
August 1998Good9 out of 10130100.0
October 1990FairN out of 1020047.3