SR1349 over LINVILLE RIVER
Map
Coordinates:
+36.07121, -81.8757436°04'16" N, 81°52'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1349 over LINVILLE RIVER |
Structure number: | 000000000110001 |
Location: | 50 FT.N.JCT.US221 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Year reconstructed: | 1983 |
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: | 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: | Poor |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 370 [as of 2013] |
Truck traffic: | 6% 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 replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 27.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | Good | Poor | Fair | 370 | 27.0 |
June 2015 | Poor | Good | Poor | Fair | 370 | 27.0 |
June 2013 | Poor | Good | Poor | Fair | 410 | 28.0 |
June 2011 | Poor | Good | Poor | Fair | 420 | 28.0 |
June 2009 | Fair | Good | Fair | Fair | 450 | 72.4 |
June 2007 | Fair | Good | Fair | Fair | 700 | 72.4 |
June 2005 | Fair | Good | Satisfactory | Satisfactory | 520 | 83.4 |
June 2003 | Fair | Good | Satisfactory | Satisfactory | 520 | 84.2 |
July 2001 | Fair | Very Good | Satisfactory | Satisfactory | 700 | 84.2 |
June 1999 | Fair | Very Good | Satisfactory | Satisfactory | 630 | 84.2 |
August 1991 | Poor | Very Good | Satisfactory | Poor | 120 | 57.3 |