SR1361 over TURKEY CREEK
Map
Coordinates:
+35.28418, -82.6936235°17'03" N, 82°41'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1361 over TURKEY CREEK |
Structure number: | 000000001750123 |
Location: | .03 MI.S.JCT.SR1360 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 490 [as of 2016] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Fair [5 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: | 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 44.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Very Good | Fair | Fair | 490 | 44.2 |
September 2016 | Good | Very Good | Good | Good | 420 | 70.7 |
September 2014 | Fair | Very Good | Satisfactory | Satisfactory | 420 | 70.7 |
September 2012 | Fair | Good | Fair | Fair | 400 | 58.4 |
September 2010 | Fair | Very Good | Satisfactory | Satisfactory | 400 | 69.1 |
September 2008 | Fair | Very Good | Satisfactory | Satisfactory | 430 | 64.9 |
October 2006 | Fair | Satisfactory | Fair | Satisfactory | 410 | 36.1 |
July 2004 | Fair | Satisfactory | Good | Satisfactory | 460 | 46.2 |
September 2002 | Fair | Satisfactory | Good | Satisfactory | 450 | 46.2 |
September 2000 | Fair | Satisfactory | Good | Satisfactory | 450 | 46.2 |
August 1998 | Fair | Satisfactory | Good | Satisfactory | 450 | 46.2 |
May 1990 | Good | Good | Good | Good | 400 | 46.3 |