NFA A104 over PANTHER CREEK
Map
Coordinates:
+36.54395, -83.1523336°32'38" N, 83°09'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A104 over PANTHER CREEK |
Structure number: | 340A1040001 |
Location: | S OFF SR33-4 M NE OF SR66 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 2010 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2018] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Very Good | Good | 50 | 100.0 |
August 2015 | Good | Good | Very Good | Very Good | 50 | 100.0 |
August 2013 | Good | Good | Very Good | Very Good | 50 | 100.0 |
August 2011 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
September 2010 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
September 2009 | Fair | Fair | Fair | Satisfactory | 50 | 47.7 |
October 2007 | Fair | Fair | Fair | Satisfactory | 50 | 47.7 |
September 2005 | Fair | Fair | Fair | Satisfactory | 50 | 47.7 |
November 2003 | Fair | Fair | Fair | Satisfactory | 50 | 47.7 |
September 2001 | Fair | Fair | Fair | Satisfactory | 50 | 58.5 |
August 1999 | Fair | Fair | Fair | Satisfactory | 50 | 58.5 |
November 1997 | Fair | Fair | Fair | Satisfactory | 50 | 57.5 |
August 1995 | Fair | Fair | Fair | Satisfactory | 50 | 57.5 |
June 1993 | Fair | Fair | Fair | Satisfactory | 50 | 57.5 |
July 1991 | Fair | Fair | Fair | Satisfactory | 50 | 57.5 |