NFA A192 over MARTIN CREEK
Map
Coordinates:
+36.59110, -83.3349736°35'28" N, 83°20'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A192 over MARTIN CREEK |
Structure number: | 340A1920001 |
Location: | 0.6 M S OF ST. LI. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Skew angle: | 5° |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 10 [as of 2018] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
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: | 55.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $218,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Good | 10 | 55.6 |
August 2015 | Fair | Satisfactory | Satisfactory | Good | 10 | 55.6 |
August 2013 | Fair | Satisfactory | Satisfactory | Good | 10 | 55.6 |
August 2011 | Fair | Satisfactory | Satisfactory | Good | 10 | 55.6 |
October 2009 | Fair | Satisfactory | Satisfactory | Good | 10 | 55.6 |
October 2007 | Fair | Satisfactory | Satisfactory | Good | 10 | 53.6 |
October 2005 | Fair | Satisfactory | Satisfactory | Good | 10 | 53.6 |
November 2003 | Fair | Satisfactory | Satisfactory | Good | 10 | 53.6 |
September 2001 | Fair | Good | Satisfactory | Good | 10 | 53.6 |
January 2001 | Poor | Serious | Poor | Poor | 10 | 13.0 |
August 1999 | Poor | Serious | Poor | Poor | 10 | 13.0 |
November 1997 | Poor | Serious | Fair | Poor | 10 | 13.0 |
August 1995 | Poor | Serious | Fair | Poor | 50 | 2.0 |
June 1993 | Poor | Serious | Fair | Poor | 50 | 2.0 |
July 1991 | Poor | Serious | Fair | Poor | 50 | 2.0 |