SR1168 over SHOOTING CREEK
Map
Coordinates:
+35.02883, -83.6559135°01'44" N, 83°39'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1168 over SHOOTING CREEK |
Structure number: | 000000000430055 |
Location: | .05 MI.N.JCT.US64 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 120 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 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: | 68.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Satisfactory | 120 | 68.2 |
July 2016 | Good | Good | Good | Good | 120 | 68.2 |
July 2014 | Good | Good | Good | Good | 120 | 68.2 |
July 2012 | Good | Good | Good | Good | 130 | 68.1 |
July 2010 | Good | Good | Good | Good | 220 | 66.1 |
August 2008 | Good | Good | Good | Good | 140 | 66.1 |
July 2006 | Good | Good | Good | Good | 300 | 61.5 |
June 2004 | Good | Good | Good | Good | 150 | 66.1 |
July 2002 | Good | Very Good | Good | Good | 180 | 66.1 |
August 2000 | Good | Very Good | Good | Good | 180 | 66.1 |
August 1998 | Good | Very Good | Good | Good | 150 | 66.1 |
April 1991 | Fair | Satisfactory | Fair | Very Good | 60 | 64.8 |