SR1353 over SHOOTING CREEK
Map
Coordinates:
+35.02199, -83.7156935°01'19" N, 83°42'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1353 over SHOOTING CREEK |
Structure number: | 000000000430101 |
Location: | 100 FT.E.JCT.SR1351 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1925 |
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: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | 41.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Poor | Poor | Fair | 1200 | 41.6 |
June 2016 | Poor | Poor | Poor | Fair | 1100 | 41.7 |
May 2014 | Poor | Poor | Poor | Fair | 910 | 41.9 |
May 2012 | Poor | Poor | Poor | Fair | 910 | 41.9 |
May 2010 | Fair | - | - | Fair | 1300 | 57.7 |
July 2008 | Fair | - | - | Fair | 1300 | 57.7 |
September 2006 | Fair | Fair | Fair | Fair | 290 | 55.7 |
July 2004 | Fair | Fair | Fair | Fair | 1100 | 55.4 |
August 2002 | Fair | Satisfactory | Satisfactory | Fair | 1100 | 56.4 |
August 2000 | Fair | Satisfactory | Satisfactory | Fair | 1100 | 56.4 |
August 1998 | Fair | Satisfactory | Satisfactory | Fair | 800 | 56.5 |
May 1991 | Fair | Good | Good | Fair | 500 | 56.8 |