SR1411 over LITTLE CREEK
Map
Coordinates:
+36.00038, -82.3932336°00'01" N, 82°23'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1411 over LITTLE CREEK |
Structure number: | 000000001990105 |
Location: | .4 MI.W.JCT.SR1425 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
Year reconstructed: | 2010 |
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: | Open, no restriction [A] |
Average daily traffic: | 280 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 70.3 |
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 | Good | Satisfactory | 280 | 70.3 |
August 2015 | Fair | Good | Good | Fair | 360 | 52.6 |
March 2012 | Fair | Good | Good | Fair | 360 | 52.6 |
September 2011 | Poor | Poor | Serious | Fair | 360 | 18.6 |
October 2009 | Poor | Poor | Serious | Satisfactory | 330 | 3.0 |
January 2008 | Fair | Fair | Fair | Satisfactory | 1100 | 13.2 |
March 2006 | Fair | Fair | Fair | Satisfactory | 1100 | 13.2 |
October 2003 | Fair | Fair | Fair | Satisfactory | 1100 | 13.2 |
August 2001 | Fair | Fair | Fair | Satisfactory | 420 | 13.2 |
January 2000 | Fair | Fair | Fair | Satisfactory | 600 | 13.2 |
August 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 39.1 |