SR1196 over SHOOTING CREEK
Map
Coordinates:
+35.02466, -83.6670235°01'29" N, 83°40'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1196 over SHOOTING CREEK |
Structure number: | 000000000430023 |
Location: | 15 FT.N.JCT.SR1167 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 46.9 ft. [14.3 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.7 ft. [5.7 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 1983 |
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: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 160 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 78.0 |
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 | 160 | 78.0 |
July 2016 | Good | Good | Good | Good | 160 | 78.0 |
July 2014 | Good | Good | Good | Good | 160 | 78.0 |
July 2012 | Good | Good | Good | Good | 170 | 78.0 |
July 2010 | Good | Good | Good | Good | 230 | 77.7 |
August 2008 | Good | Good | Good | Good | 210 | 77.7 |
July 2006 | Good | Good | Good | Good | 190 | 77.2 |
June 2004 | Good | Good | Very Good | Good | 250 | 77.2 |
July 2002 | Good | Good | Very Good | Good | 290 | 75.7 |
August 2000 | Good | Good | Very Good | Good | 290 | 75.7 |
August 1998 | Good | Good | Very Good | Good | 240 | 75.7 |
April 1991 | Good | Very Good | Very Good | Very Good | 200 | 78.0 |