NFA A135 over BIG WAR CREEK
Map
Coordinates:
+36.46038, -83.1857336°27'37" N, 83°11'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A135 over BIG WAR CREEK |
Structure number: | 340A1350003 |
Location: | 3.6 M NE OF TREADWAY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.5 ft. [15.4 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2018] |
Truck traffic: | 6% 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] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Very Good | Good | 30 | 93.7 |
August 2015 | Good | Good | Very Good | Good | 30 | 93.7 |
August 2013 | Good | Good | Very Good | Good | 30 | 93.7 |
August 2011 | Good | Very Good | Excellent | Excellent | 30 | 93.7 |
September 2009 | Good | Very Good | Excellent | Excellent | 30 | 93.7 |
September 2007 | Good | Very Good | Excellent | Excellent | 30 | 93.7 |
September 2005 | Good | Very Good | Excellent | Excellent | 30 | 93.7 |
October 2003 | Good | Excellent | Excellent | Excellent | 30 | 93.7 |
September 2001 | Good | Excellent | Excellent | Excellent | 30 | 93.7 |
August 1999 | Fair | Fair | Fair | Fair | 30 | 42.1 |
November 1997 | Fair | Fair | Fair | Fair | 30 | 47.5 |
August 1995 | Fair | Fair | Fair | Fair | 20 | 47.8 |
June 1993 | Fair | Fair | Fair | Fair | 20 | 47.8 |
July 1991 | Fair | Fair | Fair | Fair | 20 | 47.8 |