SR1351 over WEST FORK LINVILLE RIVER
Map
Coordinates:
+36.07680, -81.8755436°04'36" N, 81°52'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1351 over WEST FORK LINVILLE RIVER |
Structure number: | 000000000110086 |
Location: | 100 FT.E JCT.SR1349 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 21.3 ft. [6.5 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 1989 |
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: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 200 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 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] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 65.4 |
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 | Poor | Poor | Fair | Good | 200 | 65.4 |
June 2015 | Poor | Poor | Fair | Poor | 200 | 54.2 |
June 2013 | Fair | Satisfactory | Good | Fair | 210 | 73.2 |
June 2011 | Fair | Good | Good | Fair | 170 | 73.2 |
June 2009 | Fair | Good | Good | Satisfactory | 100 | 96.2 |
June 2007 | Fair | Good | Good | Satisfactory | 210 | 84.7 |
June 2005 | Fair | Good | Very Good | Satisfactory | 160 | 84.7 |
June 2003 | Fair | Very Good | Very Good | Satisfactory | 170 | 84.7 |
July 2001 | Fair | Very Good | Very Good | Satisfactory | 170 | 84.7 |
June 1999 | Fair | Very Good | Very Good | Satisfactory | 160 | 84.7 |
July 1991 | Fair | Very Good | Very Good | Fair | 140 | 68.9 |