Nellies Lane / 755 over Big Stoney Creek
Map
Coordinates:
+37.43904, -80.5299837°26'21" N, 80°31'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Nellies Lane / 755 over Big Stoney Creek |
Structure number: | 000000000008510 |
Location: | 0.02-Dead End;0.12-RT 635 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 69.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $451,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Fair | Satisfactory | 10 | 69.6 |
September 2015 | Fair | Satisfactory | Fair | Satisfactory | 10 | 69.6 |
September 2013 | Fair | Satisfactory | Fair | Satisfactory | 5 | 69.7 |
September 2011 | Fair | Satisfactory | Fair | Satisfactory | 5 | 69.7 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 5 | 80.7 |
September 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 2 | 83.7 |
September 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 5 | 83.7 |
September 2003 | Good | Good | Good | Good | 5 | 80.7 |
September 2001 | Good | Good | Good | Good | 10 | 85.8 |
September 1999 | Fair | Good | Good | Fair | 4 | 74.8 |
October 1997 | Fair | Good | Good | Satisfactory | 4 | 85.8 |
September 1995 | Good | Very Good | Good | Very Good | 4 | 86.1 |
September 1993 | Good | Very Good | Good | Very Good | 4 | 86.1 |
September 1991 | Good | Very Good | Very Good | Very Good | 4 | 84.5 |
September 1989 | Good | Very Good | Very Good | Very Good | 4 | 84.5 |