NFA A183 over DRY FORK CREEK
Map
Coordinates:
+35.69778, -85.4863035°41'52" N, 85°29'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A183 over DRY FORK CREEK |
Structure number: | 880A1830001 |
Location: | .3 MI FROM SR 111 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 66.9 ft. [20.4 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1990 |
Historic significance: | Historical significance is not determinable at this time [4] |
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 Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 280 [as of 2019] |
Truck traffic: | 2% 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: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Very Good | Good | 280 | 80.8 |
October 2016 | Good | Good | Very Good | Good | 280 | 80.8 |
February 2015 | Good | Good | Very Good | Good | 280 | 80.8 |
February 2013 | Good | Good | Very Good | Good | 280 | 80.8 |
February 2011 | Good | Good | Very Good | Good | 280 | 80.8 |
February 2009 | Good | Good | Very Good | Good | 280 | 81.8 |
January 2007 | Good | Good | Very Good | Good | 280 | 82.8 |
November 2004 | Good | Good | Excellent | Excellent | 280 | 82.8 |
November 2002 | Fair | Satisfactory | Excellent | Excellent | 280 | 82.8 |
October 2000 | Good | Excellent | Excellent | Excellent | 280 | 82.8 |
October 1998 | Good | Excellent | Excellent | Excellent | 280 | 82.8 |
January 1997 | Good | Excellent | Excellent | Excellent | 100 | 93.9 |
August 1994 | Good | Excellent | Excellent | Excellent | 100 | 93.9 |
September 1992 | Good | Excellent | Excellent | Excellent | 100 | 93.9 |
September 1990 | Good | Excellent | Excellent | Excellent | 100 | 93.9 |