SR1150 over SHOAL CREEK
Map
Coordinates:
+35.08900, -84.2457435°05'20" N, 84°14'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1150 over SHOAL CREEK |
Structure number: | 000000000390154 |
Location: | 200 FT.W.JCT.SR1148 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
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: | Wood or Timber [7] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 340 [as of 2010] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 82.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 340 | 82.3 |
April 2016 | Good | Good | Good | Good | 340 | 82.3 |
April 2014 | Good | Good | Good | Good | 340 | 85.9 |
April 2012 | Good | Good | Good | Good | 340 | 57.7 |
April 2010 | Good | Good | Good | Good | 230 | 62.1 |
May 2008 | Good | Good | Good | Good | 230 | 62.1 |
May 2006 | Good | Good | Good | Good | 410 | 52.4 |
April 2004 | Good | Very Good | Good | Good | 400 | 53.4 |
May 2002 | Good | Very Good | Good | Good | 430 | 52.4 |
May 2000 | Good | Very Good | Good | Good | 430 | 52.4 |
May 1998 | Fair | Excellent | Satisfactory | Good | 230 | 58.1 |
March 1991 | Fair | Satisfactory | Good | Very Good | 300 | 56.5 |