SR1206 over FRANKS CREEK
Map
Coordinates:
+35.29609, -83.7763135°17'46" N, 83°46'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1206 over FRANKS CREEK |
Structure number: | 000000000750029 |
Location: | 25 FT.S.JCT.SR1207 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 410 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 31.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Fair | Satisfactory | 410 | 31.9 |
June 2015 | Good | Good | Good | Good | 410 | 48.3 |
June 2013 | Good | Good | Good | Good | 410 | 48.3 |
June 2011 | Good | Good | Good | Good | 400 | 48.3 |
June 2009 | Good | Good | Good | Good | 400 | 46.0 |
August 2007 | Good | Good | Good | Good | 400 | 46.0 |
August 2005 | Good | Good | Good | Good | 400 | 46.0 |
June 2003 | Good | Good | Good | Good | 370 | 46.1 |
July 2001 | Good | Good | Good | Good | 280 | 39.9 |
July 1999 | Good | Good | Good | Good | 30 | 54.1 |
August 1991 | Fair | Fair | Very Good | Satisfactory | 35 | 59.3 |