SR1416 over MINE FORK CREEK
Map
Coordinates:
+35.96860, -82.2845435°58'07" N, 82°17'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1416 over MINE FORK CREEK |
Structure number: | 000000001990047 |
Location: | .02 MI.W.JCT.NC197 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 24° |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 66.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Satisfactory | Fair | 1000 | 66.2 |
June 2015 | Fair | Good | Good | Fair | 1100 | 66.1 |
June 2013 | Fair | Good | Good | Fair | 1000 | 66.2 |
June 2011 | Fair | Good | Good | Fair | 1200 | 65.0 |
July 2009 | Fair | Good | Satisfactory | Good | 1300 | 77.1 |
September 2007 | Fair | Good | Fair | Good | 1300 | 47.7 |
October 2005 | Fair | Good | Fair | Good | 1100 | 48.1 |
July 2003 | Fair | Good | Satisfactory | Good | 1100 | 55.5 |
June 2001 | Fair | Good | Satisfactory | Good | 920 | 55.6 |
September 1999 | Fair | Good | Satisfactory | Good | 920 | 55.6 |
April 1991 | Fair | Good | Satisfactory | Good | 600 | 56.0 |