NC28 NBL over NANTAHALA RIVER . SOU.RR
Map
Coordinates:
+35.37275, -83.5650735°22'22" N, 83°33'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC28 NBL over NANTAHALA RIVER . SOU.RR |
Structure number: | 000000001730186 |
Location: | 50 FT.S.JCT.SR1121 |
Purpose: | Carries highway over railroad and waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 228.0 ft. [69.5 m] |
Total length: | 754.0 ft. [229.8 m] |
Roadway width between curbs: | 33.5 ft. [10.2 m] |
Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,550 [as of 2013] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Fair | 3550 | 87.6 |
October 2015 | Good | Good | Good | Good | 2350 | 98.8 |
October 2013 | Good | Good | Good | Good | 2350 | 98.8 |
October 2011 | Good | Good | Good | Good | 3600 | 98.7 |
October 2009 | Good | Good | Very Good | Good | 8000 | 98.2 |
November 2007 | Good | Very Good | Excellent | Excellent | 6500 | 98.4 |
September 2005 | Good | Very Good | Excellent | Excellent | 6500 | 98.4 |
August 2003 | Good | Very Good | Excellent | Very Good | 7900 | 98.3 |
October 2001 | Good | Very Good | Excellent | Excellent | 2700 | 98.7 |
October 1999 | Good | Very Good | Excellent | Excellent | 1700 | 98.8 |