STEELE ACRES RD770 over SINKING CREEK
Map
Coordinates:
+37.32352, -80.4480337°19'25" N, 80°26'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STEELE ACRES RD770 over SINKING CREEK |
Structure number: | 000000000008513 |
Location: | 0.51-DEAD END;0.25-RTE 42 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
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: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 56.6 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $977,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Fair | Fair | 30 | 56.6 |
October 2015 | Fair | Satisfactory | Fair | Fair | 30 | 50.2 |
October 2013 | Fair | Satisfactory | Fair | Fair | 35 | 56.3 |
October 2011 | Fair | Satisfactory | Fair | Fair | 35 | 56.3 |
October 2009 | Fair | Satisfactory | Fair | Fair | 35 | 56.3 |
October 2007 | Fair | Satisfactory | Fair | Fair | 20 | 59.5 |
October 2005 | Fair | Good | Fair | Satisfactory | 18 | 59.6 |
October 2003 | Fair | Good | Satisfactory | Good | 18 | 72.8 |
October 2001 | Fair | Good | Satisfactory | Satisfactory | 33 | 78.0 |
December 1999 | Fair | Very Good | Satisfactory | Satisfactory | 33 | 78.0 |
December 1997 | Fair | Very Good | Satisfactory | Satisfactory | 33 | 78.0 |
December 1995 | Fair | Excellent | Good | Satisfactory | 35 | 78.0 |
December 1993 | Fair | Satisfactory | Good | Satisfactory | 34 | 78.0 |
November 1991 | Good | Good | Good | Good | 34 | 77.4 |
November 1989 | Good | Good | Good | Good | 34 | 77.4 |