NFA A040 over PINE CREEK
Map
Coordinates:
+36.45795, -84.6163036°27'29" N, 84°36'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A040 over PINE CREEK |
Structure number: | 760A0400009 |
Location: | 6.8 MI SW OF ONEIDA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 63.0 ft. [19.2 m] |
Roadway width between curbs: | 7.9 ft. [2.4 m] |
Deck width edge-to-edge: | 9.2 ft. [2.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1914 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 20 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | 47.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $737,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Satisfactory | 20 | 47.3 |
October 2016 | Fair | Satisfactory | Fair | Satisfactory | 20 | 48.3 |
November 2014 | Fair | Satisfactory | Fair | Satisfactory | 20 | 48.3 |
November 2012 | Fair | Good | Fair | Satisfactory | 20 | 48.3 |
December 2010 | Fair | Good | Fair | Satisfactory | 20 | 48.3 |
October 2008 | Fair | Fair | Fair | Satisfactory | 20 | 47.3 |
October 2006 | Fair | Fair | Fair | Satisfactory | 20 | 47.3 |
October 2004 | Fair | Fair | Fair | Satisfactory | 20 | 47.3 |
July 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 50.4 |
August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 50.4 |
November 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 50.4 |
August 1996 | Poor | Poor | Fair | Satisfactory | 70 | 42.9 |
October 1994 | Poor | Poor | Fair | Satisfactory | 70 | 43.3 |
July 1992 | Fair | Fair | Fair | Satisfactory | 70 | 45.4 |
November 1990 | Fair | Fair | Fair | Satisfactory | 70 | 45.4 |