COUNTY ROUTE 21/2 over ANTHONY CREEK
Map
Coordinates:
+37.91911, -80.2599237°55'09" N, 80°15'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 21/2 over ANTHONY CREEK |
Structure number: | 00000000013A067 |
Location: | 0.54 Miles W. of CR 16/2 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 48.2 ft. [14.7 m] |
Total length: | 247.4 ft. [75.4 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 1995 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 209 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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 replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Fair | Satisfactory | 209 | 74.0 |
August 2016 | Fair | Good | Fair | Satisfactory | 209 | 74.0 |
August 2014 | Fair | Good | Fair | Satisfactory | 150 | 74.2 |
August 2012 | Fair | Good | Satisfactory | Good | 80 | 89.6 |
August 2010 | Fair | Good | Satisfactory | Good | 80 | 89.5 |
November 2008 | Fair | Good | Satisfactory | Good | 80 | 89.5 |
November 2006 | Fair | Good | Satisfactory | Good | 80 | 89.5 |
November 2004 | Fair | Good | Satisfactory | Good | 80 | 89.5 |
November 2002 | Fair | Good | Satisfactory | Good | 80 | 89.5 |
November 2000 | Fair | Good | Satisfactory | Good | 80 | 89.5 |
November 1998 | Fair | Very Good | Satisfactory | Good | 80 | 89.5 |
November 1996 | Fair | Very Good | Satisfactory | Good | 80 | 89.5 |
September 1995 | Fair | Very Good | Satisfactory | Good | 80 | 89.7 |
November 1994 | Poor | Poor | Fair | Good | 80 | 48.1 |
November 1992 | Poor | Poor | Fair | Satisfactory | 80 | 48.1 |
November 1990 | Poor | Poor | Fair | Satisfactory | 80 | 58.8 |