WOODVILLE RD. over SOUTH BRANCH ROCKY FORK
Map
Coordinates:
+40.71882, -82.4957940°43'08" N, 82°29'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WOODVILLE RD. over SOUTH BRANCH ROCKY FORK |
Structure number: | 7035691 |
Location: | 1.8 MI N OF HANLEY RD. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 311 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Very Good | 311 | 99.9 |
June 2016 | Good | Very Good | Very Good | Very Good | 311 | 99.9 |
October 2015 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
September 2014 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
October 2013 | Good | Very Good | Very Good | Very Good | 144 | 98.0 |
October 2012 | Good | Very Good | Very Good | Very Good | 144 | 98.0 |
October 2011 | Good | Very Good | Very Good | Very Good | 144 | 99.0 |
August 2010 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
July 2009 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
August 2008 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
July 2007 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
November 2006 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
August 2005 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
August 2004 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
September 2002 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
August 2001 | Good | Very Good | Very Good | Very Good | 144 | 100.0 |
August 2000 | Good | Very Good | Very Good | Very Good | 144 | 99.9 |
September 1999 | Good | Very Good | Very Good | Very Good | 144 | 99.9 |
August 1998 | Good | Very Good | Very Good | Very Good | 144 | 99.9 |
September 1997 | Good | Very Good | Very Good | Very Good | 144 | 99.9 |
September 1996 | Good | Very Good | Very Good | Very Good | 144 | 99.9 |
October 1995 | Good | Very Good | Very Good | Very Good | 144 | 99.9 |
September 1994 | Good | Excellent | Excellent | Excellent | 144 | 99.9 |
September 1993 | Good | Excellent | Excellent | Excellent | 144 | 99.9 |
October 1992 | Good | Excellent | Excellent | Excellent | 144 | 99.9 |
September 1991 | Good | Excellent | Excellent | Excellent | 144 | 99.9 |