SR1104 over BRASSTOWN CREEK
Map
Coordinates:
+35.01574, -83.9440435°00'57" N, 83°56'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1104 over BRASSTOWN CREEK |
Structure number: | 000000000430027 |
Location: | 50 FT.S.JCT.SR1100 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 123.0 ft. [37.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
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: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 600 [as of 2012] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 88.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 600 | 88.6 |
August 2016 | Good | Good | Good | Good | 600 | 88.6 |
August 2014 | Good | Good | Good | Good | 360 | 89.8 |
August 2012 | Good | Good | Good | Good | 1400 | 82.1 |
August 2010 | Good | Very Good | Very Good | Very Good | 370 | 89.8 |
August 2008 | Good | Very Good | Very Good | Very Good | 390 | 89.8 |
August 2006 | Good | Excellent | Excellent | Excellent | 390 | 89.8 |
June 2004 | Good | Excellent | Excellent | Excellent | 220 | 94.4 |
September 2002 | Good | Excellent | Excellent | Excellent | 220 | 94.4 |
August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 39.8 |
August 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 39.8 |
May 1991 | Fair | Very Good | Satisfactory | Very Good | 200 | 45.2 |