Zells Mill Rd./604 over Clover Branch
Map
Coordinates:
+37.30911, -80.4993137°18'33" N, 80°29'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Zells Mill Rd./604 over Clover Branch |
Structure number: | 000000000008395 |
Location: | 0.80-Rte.603;0.00-Rte.601 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 153 [as of 2014] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 68.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $792,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Very Good | Very Good | Fair | 153 | 68.0 |
July 2016 | Fair | Excellent | Excellent | Fair | 153 | 68.0 |
September 2015 | Poor | Poor | Poor | Poor | 153 | 20.8 |
September 2014 | Poor | Poor | Poor | Poor | 157 | 20.8 |
September 2013 | Poor | Poor | Poor | Fair | 157 | 28.1 |
September 2012 | Poor | Poor | Poor | Fair | 157 | 28.1 |
September 2011 | Poor | Poor | Poor | Fair | 157 | 47.7 |
September 2009 | Fair | Fair | Fair | Satisfactory | 157 | 65.7 |
September 2007 | Fair | Fair | Fair | Satisfactory | 184 | 68.7 |
September 2005 | Fair | Satisfactory | Fair | Satisfactory | 212 | 69.7 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 209 | 77.7 |
September 2001 | Fair | Satisfactory | Good | Satisfactory | 178 | 77.7 |
September 1999 | Fair | Satisfactory | Good | Satisfactory | 161 | 77.7 |
September 1997 | Fair | Satisfactory | Good | Satisfactory | 161 | 77.7 |
September 1995 | Fair | Satisfactory | Good | Satisfactory | 161 | 77.7 |
September 1993 | Good | Very Good | Good | Good | 161 | 77.7 |
September 1991 | Good | Very Good | Very Good | Good | 161 | 75.1 |
September 1989 | Good | Very Good | Very Good | Good | 161 | 75.1 |