NC9 over GREEN RIVER
Map
Coordinates:
+35.33355, -82.1851135°20'01" N, 82°11'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC9 over GREEN RIVER |
Structure number: | 000000001490037 |
Location: | .9 MI.N.JCT.SR1140 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 157.2 ft. [47.9 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,500 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 60.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Good | Fair | 3500 | 60.3 |
July 2015 | Poor | Fair | Good | Poor | 3200 | 42.5 |
July 2013 | Fair | Fair | Good | Fair | 3200 | 58.8 |
July 2011 | Fair | Fair | Good | Fair | 3600 | 57.0 |
July 2009 | Fair | Fair | Good | Fair | 3600 | 54.7 |
July 2007 | Fair | Satisfactory | Good | Satisfactory | 3900 | 67.5 |
August 2005 | Fair | Satisfactory | Good | Fair | 2900 | 55.7 |
July 2003 | Fair | Satisfactory | Good | Satisfactory | 3100 | 67.4 |
September 2001 | Fair | Satisfactory | Good | Fair | 3600 | 60.7 |
September 1999 | Fair | Satisfactory | Good | Satisfactory | 3400 | 72.9 |
July 1991 | Fair | Good | Good | Satisfactory | 2000 | 76.5 |