IRON BRIDGE ROAD over MEHERRIN RIVER
Map
Coordinates:
+36.71677, -77.8311636°43'00" N, 77°49'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRON BRIDGE ROAD over MEHERRIN RIVER |
Structure number: | 000000000003767 |
Location: | .16FR 673 & 1.2 TO 685 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 191.9 ft. [58.5 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Vertical clearance above deck: | 12.1 ft. [3.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1884 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Number of main spans: | 2 |
Main spans material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main spans design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 760 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of replacement [2] |
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] |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $800,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Fair | Good | 760 | 0.0 |
March 2017 | Fair | Good | Fair | Good | 760 | 0.0 |
March 2015 | Fair | Very Good | Fair | Good | 760 | 0.0 |
March 2014 | Fair | Very Good | Fair | Good | 788 | 13.4 |
March 2013 | Poor | Poor | Fair | Good | 788 | 13.4 |
March 2012 | Poor | Poor | Fair | Good | 788 | 13.4 |
March 2011 | Poor | Poor | Fair | Good | 788 | 13.4 |
March 2010 | Poor | Poor | Fair | Good | 788 | 13.4 |
March 2009 | Fair | Fair | Fair | Good | 788 | 0.0 |
March 2008 | Fair | Good | Fair | Good | 768 | 0.0 |
March 2007 | Fair | Good | Fair | Good | 1021 | 0.0 |
March 2006 | Fair | Good | Fair | Good | 1000 | 0.0 |
March 2005 | Fair | Good | Fair | Good | 941 | 0.0 |
May 2003 | Fair | Very Good | Fair | Good | 907 | 0.0 |
March 2001 | Fair | Very Good | Fair | Good | 657 | 24.5 |
March 2000 | Fair | Very Good | Fair | Good | 1011 | 24.1 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 983 | 12.3 |
March 1997 | Fair | Satisfactory | Fair | Satisfactory | 213 | 18.2 |
April 1996 | Fair | Fair | Fair | Fair | 983 | 15.8 |
March 1995 | Fair | Satisfactory | Satisfactory | Good | 983 | 27.9 |
April 1994 | Good | Very Good | Very Good | Very Good | 689 | 0.0 |
March 1993 | Good | Very Good | Good | Good | 689 | 49.0 |
March 1992 | Good | Very Good | Good | Good | 341 | 49.2 |