SR1337 over JACKS CREEK
Map
Coordinates:
+35.99390, -82.2893735°59'38" N, 82°17'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1337 over JACKS CREEK |
Structure number: | 000000001990188 |
Location: | .01 MI.N.JCT.SR1336 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 160 [as of 2000] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 83.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Very Good | Good | Good | 160 | 83.5 |
June 2015 | Poor | Poor | Fair | Serious | 160 | 48.1 |
June 2013 | Poor | Poor | Fair | Serious | 160 | 47.2 |
June 2011 | Poor | Poor | Fair | Poor | 160 | 56.1 |
July 2009 | Poor | Poor | Satisfactory | Fair | 160 | 73.0 |
September 2007 | Fair | Fair | Satisfactory | Fair | 160 | 78.3 |
October 2005 | Fair | Fair | Satisfactory | Fair | 160 | 78.3 |
July 2003 | Fair | Satisfactory | Good | Satisfactory | 160 | 90.5 |
June 2001 | Fair | Satisfactory | Good | Satisfactory | 160 | 90.5 |
August 1999 | Good | Good | Very Good | Good | 200 | 90.1 |
April 1991 | Good | Good | Very Good | Good | 140 | 89.9 |