SR1115 over SNOWBIRD CREEK
Map
Coordinates:
+35.29732, -83.8850435°17'50" N, 83°53'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1115 over SNOWBIRD CREEK |
Structure number: | 000000000750019 |
Location: | 50 FT.N.JCT.SR1158 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 106.0 ft. [32.3 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 710 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 73.8 |
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 | Satisfactory | Satisfactory | Fair | 710 | 73.8 |
June 2015 | Fair | Good | Good | Fair | 710 | 73.8 |
June 2013 | Fair | Good | Good | Fair | 710 | 73.8 |
June 2011 | Fair | Good | Good | Fair | 420 | 76.4 |
June 2009 | Good | Good | Good | Good | 420 | 87.0 |
August 2007 | Good | Good | Good | Good | 510 | 86.2 |
July 2005 | Good | Good | Good | Good | 410 | 87.1 |
June 2003 | Fair | Satisfactory | Good | Good | 350 | 88.7 |
July 2001 | Fair | Satisfactory | Good | Good | 140 | 90.7 |
July 1999 | Fair | Satisfactory | Good | Good | 150 | 90.6 |
July 1991 | Good | Very Good | Very Good | Good | 120 | 90.3 |