NFA A508 over PAINT ROCK CREEK
Map
Coordinates:
+36.40408, -84.4499536°24'15" N, 84°26'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A508 over PAINT ROCK CREEK |
Structure number: | 760A5000003 |
Location: | JUST NW OF SR63-SR297 JCT |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 107.9 ft. [32.9 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2019] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $632,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Fair | Fair | 50 | 80.9 |
September 2016 | Fair | Fair | Fair | Fair | 50 | 80.9 |
October 2014 | Fair | Fair | Fair | Fair | 50 | 80.9 |
October 2012 | Fair | Fair | Fair | Fair | 50 | 76.5 |
November 2010 | Fair | Satisfactory | Fair | Fair | 50 | 77.5 |
November 2008 | Fair | Satisfactory | Fair | Fair | 50 | 77.5 |
October 2006 | Fair | Satisfactory | Fair | Fair | 50 | 77.5 |
September 2004 | Fair | Satisfactory | Fair | Fair | 50 | 77.5 |
August 2002 | Fair | Satisfactory | Fair | Fair | 50 | 77.5 |
August 2000 | Fair | Satisfactory | Fair | Fair | 50 | 77.5 |
November 1998 | Fair | Satisfactory | Fair | Fair | 50 | 77.5 |
June 1996 | Fair | Satisfactory | Fair | Fair | 120 | 61.5 |
October 1994 | Fair | Satisfactory | Fair | Fair | 120 | 57.4 |
July 1992 | Fair | Satisfactory | Fair | Fair | 700 | 55.2 |
November 1990 | Fair | Satisfactory | Fair | Fair | 700 | 55.2 |