SR1101 over TALLULAH CREEK
Map
Coordinates:
+35.27065, -83.7522735°16'14" N, 83°45'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1101 over TALLULAH CREEK |
Structure number: | 000000000750032 |
Location: | 150 FT.N.JCT.US129 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2015] |
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: | 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: | 93.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Good | Satisfactory | 200 | 93.9 |
June 2015 | Good | Good | Good | Good | 180 | 94.0 |
June 2013 | Good | Good | Good | Good | 180 | 94.0 |
June 2011 | Good | Good | Good | Good | 250 | 93.9 |
June 2009 | Good | Good | Good | Good | 250 | 93.9 |
August 2007 | Good | Good | Good | Good | 250 | 93.9 |
August 2005 | Good | Very Good | Very Good | Very Good | 300 | 89.4 |
June 2003 | Good | Very Good | Very Good | Very Good | 300 | 89.4 |
July 2001 | Good | Very Good | Very Good | Very Good | 300 | 89.4 |
July 1999 | Good | Very Good | Very Good | Very Good | 220 | 93.9 |
August 1991 | Good | Very Good | Very Good | Good | 200 | 94.0 |