SR1342 over ELK RIVER
Map
Coordinates:
+36.15675, -81.8697736°09'24" N, 81°52'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1342 over ELK RIVER |
Structure number: | 000000000110019 |
Location: | 20 FT.W.JCT.NC184 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1929 |
Year reconstructed: | 1977 |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 1,400 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 72.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Satisfactory | Fair | 1400 | 72.4 |
May 2015 | Poor | Fair | Satisfactory | Poor | 1900 | 52.6 |
May 2013 | Poor | Satisfactory | Satisfactory | Poor | 1900 | 53.7 |
May 2011 | Poor | Fair | Good | Poor | 1900 | 57.0 |
May 2009 | Fair | Satisfactory | Satisfactory | Fair | 22000 | 61.5 |
May 2007 | Fair | Satisfactory | Good | Fair | 2000 | 76.1 |
April 2005 | Fair | Satisfactory | Good | Fair | 2000 | 76.1 |
April 2003 | Fair | Satisfactory | Good | Fair | 2000 | 76.1 |
May 2001 | Fair | Satisfactory | Good | Fair | 1700 | 76.6 |
May 1999 | Fair | Good | Good | Fair | 1400 | 77.2 |
August 1991 | Poor | Good | Satisfactory | Serious | 1600 | 48.5 |