WATAUGA STREET over NORTH TOE RIVER
Map
Coordinates:
+36.08470, -81.9208536°05'05" N, 81°55'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WATAUGA STREET over NORTH TOE RIVER |
Structure number: | 000000000110068 |
Location: | 0.3 MI.N.JCT.NC181 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 53.2 ft. [16.2 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Skew angle: | 15° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span 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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 300 [as of 1996] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Satisfactory | 300 | 97.5 |
June 2016 | Fair | Satisfactory | Good | Good | 300 | 97.5 |
May 2014 | Good | Good | Good | Good | 300 | 95.4 |
May 2012 | Good | Good | Good | Good | 300 | 96.8 |
June 2010 | Good | Good | Very Good | Good | 300 | 96.7 |
June 2008 | Good | Good | Very Good | Very Good | 300 | 97.5 |
June 2006 | Good | Very Good | Very Good | Very Good | 300 | 97.5 |
June 2004 | Good | Very Good | Very Good | Very Good | 300 | 97.5 |
May 2002 | Good | Excellent | Excellent | Excellent | 300 | 97.5 |
June 2000 | Good | Excellent | Excellent | Excellent | 300 | 97.5 |
May 1998 | Fair | Good | Satisfactory | Fair | 300 | 25.4 |
June 1990 | Fair | Good | Satisfactory | Fair | 300 | 23.7 |