COUNTY ROUTE 10 over CULVERSON CREEK
Map
Coordinates:
+37.98670, -80.4615237°59'12" N, 80°27'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 10 over CULVERSON CREEK |
Structure number: | 00000000013A035 |
Location: | 0.02 Miles S. of CR 9/4 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.4 ft. [11.7 m] |
Total length: | 41.7 ft. [12.7 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 133 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 45.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $614,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Fair | Fair | Poor | 133 | 45.5 |
November 2016 | Poor | Fair | Fair | Poor | 131 | 45.5 |
November 2014 | Poor | Satisfactory | Fair | Poor | 150 | 46.4 |
November 2012 | Poor | Satisfactory | Fair | Poor | 100 | 47.5 |
December 2010 | Poor | Good | Fair | Poor | 100 | 55.2 |
November 2008 | Poor | Good | Fair | Poor | 130 | 51.1 |
November 2006 | Poor | Good | Fair | Poor | 100 | 55.9 |
November 2004 | Poor | Good | Fair | Poor | 100 | 53.3 |
November 2002 | Poor | Good | Good | Poor | 150 | 52.5 |
November 2000 | Poor | Serious | Good | Poor | 100 | 51.6 |
November 1998 | Poor | Poor | Good | Poor | 100 | 53.6 |
November 1996 | Poor | Poor | Good | Poor | 150 | 49.5 |
December 1994 | Poor | Fair | Good | Serious | 100 | 41.6 |
December 1992 | Poor | Fair | Good | Poor | 100 | 55.7 |
November 1990 | Poor | Poor | Good | Poor | 100 | 53.7 |