NFA A038 over PINE CREEK
Map
Coordinates:
+36.49140, -84.5403536°29'29" N, 84°32'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A038 over PINE CREEK |
Structure number: | 760A3270001 |
Location: | 1.5 M SW OF ONEIDA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 1981 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,020 [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: | Equal to present minimum criteria [6] |
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: | 65.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $785,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Satisfactory | 2020 | 65.5 |
October 2016 | Fair | Fair | Fair | Satisfactory | 2020 | 65.5 |
November 2014 | Fair | Fair | Satisfactory | Satisfactory | 2020 | 76.6 |
November 2012 | Fair | Fair | Satisfactory | Satisfactory | 2020 | 77.4 |
November 2010 | Fair | Fair | Satisfactory | Satisfactory | 2020 | 77.4 |
October 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 2020 | 78.4 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 2020 | 77.4 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 2020 | 77.4 |
July 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1820 | 77.5 |
August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1820 | 77.5 |
November 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 1820 | 77.5 |
August 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 79.9 |
October 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 79.9 |
July 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 79.9 |
November 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 79.9 |