TOWNSHIP ROAD 648 over TEN MILE CREEK
Map
Coordinates:
+39.99730, -80.0409039°59'50" N, 80°02'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TOWNSHIP ROAD 648 over TEN MILE CREEK |
Structure number: | 000000000018521 |
Old structure number: | 307213065920870 (from 1992 edition) |
Location: | MORGAN TOWNSHIP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 155.8 ft. [47.5 m] |
Total length: | 159.1 ft. [48.5 m] |
Roadway width between curbs: | 14.4 ft. [4.4 m] |
Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
Vertical clearance above deck: | 12.8 ft. [3.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1902 |
Year reconstructed: | 1919 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 15 [as of 1993] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Critical [2 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 15.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,177,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Serious | Critical | Fair | 15 | 15.7 |
August 2016 | Poor | Serious | Critical | Fair | 15 | 15.7 |
September 2014 | Poor | Serious | Critical | Fair | 15 | 15.7 |
September 2012 | Poor | Serious | Critical | Fair | 15 | 15.7 |
October 2010 | Poor | Serious | Critical | Fair | 15 | 15.7 |
October 2009 | Poor | Serious | Critical | Fair | 15 | 15.7 |
October 2008 | Poor | Serious | Critical | Fair | 15 | 15.7 |
October 2006 | Poor | Fair | Critical | Fair | 15 | 19.1 |
October 2004 | Poor | Fair | Critical | Fair | 15 | 19.1 |
February 2003 | Poor | Fair | Critical | Fair | 15 | 19.1 |
February 2001 | Poor | Fair | Critical | Fair | 15 | 18.0 |
February 1999 | Poor | Fair | Serious | Good | 15 | 18.0 |
February 1997 | Poor | Fair | Serious | Good | 15 | 23.2 |
March 1995 | Poor | Good | Serious | Good | 15 | 24.4 |
March 1993 | Poor | Good | Serious | Good | 15 | 24.4 |
February 1991 | Poor | Poor | Poor | Fair | 15 | 19.9 |