SR1140 over ALARKA CREEK
Map
Coordinates:
+35.34279, -83.4063735°20'34" N, 83°24'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1140 over ALARKA CREEK |
Structure number: | 000000001730089 |
Location: | 70 FT.E.JCT.SR1137 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 150 [as of 2012] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 57.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Satisfactory | Good | 150 | 57.9 |
August 2015 | Poor | Good | Good | Poor | 150 | 16.5 |
August 2013 | Poor | Good | Good | Poor | 150 | 16.5 |
August 2011 | Poor | Good | Good | Poor | 150 | 16.5 |
August 2009 | Poor | Good | Good | Poor | 180 | 11.9 |
October 2007 | Good | Good | Good | Good | 180 | 53.1 |
November 2005 | Good | Good | Good | Good | 180 | 53.1 |
August 2003 | Good | Very Good | Good | Very Good | 60 | 69.8 |
October 2001 | Good | Very Good | Good | Very Good | 190 | 53.0 |
October 1999 | Good | Very Good | Good | Very Good | 150 | 53.6 |
May 1990 | Fair | Satisfactory | Very Good | Satisfactory | 150 | 43.3 |