SR1163 over GEISKY CREEK
Map
Coordinates:
+35.01733, -83.6795535°01'02" N, 83°40'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1163 over GEISKY CREEK |
Structure number: | 000000000430096 |
Location: | .25 MI.N.JCT.SR1163 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 106.0 ft. [32.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
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: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 170 [as of 2011] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 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 desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 67.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Satisfactory | Fair | 170 | 67.8 |
August 2016 | Fair | Good | Satisfactory | Fair | 170 | 80.3 |
August 2014 | Fair | Good | Good | Fair | 170 | 80.3 |
August 2012 | Poor | Good | Good | Poor | 170 | 35.4 |
August 2010 | Poor | Good | Good | Poor | 210 | 35.4 |
August 2008 | Poor | Good | Good | Poor | 180 | 35.4 |
August 2006 | Fair | Good | Good | Satisfactory | 220 | 90.7 |
June 2004 | Fair | Very Good | Good | Satisfactory | 240 | 89.2 |
July 2002 | Fair | Excellent | Good | Satisfactory | 230 | 89.2 |
August 2000 | Fair | Excellent | Good | Satisfactory | 230 | 89.2 |
August 1998 | Fair | Satisfactory | Good | Satisfactory | 230 | 84.0 |
May 1991 | Poor | Poor | Good | Good | 170 | 78.3 |