SR1564 over BRASSTOWN CREEK OVERFLOW
Map
Coordinates:
+35.03999, -83.9608635°02'24" N, 83°57'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1564 over BRASSTOWN CREEK OVERFLOW |
Structure number: | 000000000390098 |
Location: | .05 MI.E.JCT.SR1604 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 33.8 ft. [10.3 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2010 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,700 [as of 2013] |
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: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 1700 | 96.5 |
March 2016 | Good | Good | Good | Good | 1600 | 96.6 |
March 2014 | Good | Good | Good | Good | 1600 | 96.6 |
March 2012 | Good | Good | Good | Good | 1800 | 96.3 |
August 2010 | Good | Very Good | Very Good | Very Good | 1800 | 96.3 |
March 2010 | Fair | Fair | Good | Good | 2000 | 73.2 |
April 2008 | Fair | Fair | Good | Good | 2000 | 31.9 |
April 2006 | Fair | Fair | Good | Good | 1400 | 73.5 |
April 2004 | Fair | Satisfactory | Good | Good | 1600 | 32.3 |
April 2002 | Fair | Satisfactory | Good | Good | 1600 | 32.3 |
May 2000 | Fair | Satisfactory | Good | Good | 1100 | 34.8 |
May 1998 | Fair | Satisfactory | Good | Good | 1200 | 34.3 |
January 1991 | Good | Very Good | Good | Very Good | 500 | 45.5 |