SR1501 over WOLFE CREEK
Map
Coordinates:
+35.19883, -82.1749535°11'56" N, 82°10'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1501 over WOLFE CREEK |
Structure number: | 000000001490018 |
Location: | .7 MI.E.JCT.SR1517 |
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: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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: | 530 [as of 2015] |
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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 77.3 |
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 | 530 | 77.3 |
August 2015 | Good | Good | Good | Good | 470 | 77.4 |
August 2013 | Fair | Good | Fair | Good | 450 | 65.3 |
August 2011 | Fair | Good | Fair | Good | 310 | 65.4 |
October 2009 | Fair | Very Good | Satisfactory | Good | 370 | 76.1 |
August 2007 | Fair | Fair | Satisfactory | Satisfactory | 350 | 46.9 |
October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 390 | 49.9 |
August 2003 | Fair | Good | Good | Fair | 380 | 43.6 |
August 2001 | Fair | Good | Good | Fair | 380 | 43.6 |
August 1999 | Fair | Good | Good | Satisfactory | 350 | 50.8 |
July 1991 | Fair | Good | Good | Satisfactory | 200 | 51.1 |