SR1236 over STECOAH CREEK
Map
Coordinates:
+35.38390, -83.6789135°23'02" N, 83°40'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1236 over STECOAH CREEK |
Structure number: | 000000000750060 |
Location: | .4 MI.N.JCT.SR1235 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 70.9 ft. [21.6 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Skew angle: | 45° |
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] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans 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: | Open, no restriction [A] |
Average daily traffic: | 220 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 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 desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 90.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Satisfactory | Good | 220 | 90.6 |
June 2015 | Good | Good | Good | Good | 200 | 90.7 |
June 2013 | Fair | Good | Good | Fair | 200 | 79.6 |
June 2011 | Fair | Good | Good | Fair | 260 | 75.1 |
June 2009 | Good | Good | Good | Good | 290 | 85.9 |
August 2007 | Good | Good | Good | Good | 390 | 85.2 |
July 2005 | Good | Very Good | Good | Good | 200 | 90.5 |
July 2003 | Good | Very Good | Good | Good | 80 | 96.1 |
July 2001 | Good | Very Good | Good | Good | 80 | 96.9 |
August 1999 | Good | Very Good | Good | Good | 80 | 96.1 |
July 1991 | Fair | Good | Good | Satisfactory | 140 | 71.4 |