Worsham Road over Briery Creek
Map
Coordinates:
+37.23053, -78.4206337°13'50" N, 78°25'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Worsham Road over Briery Creek |
Structure number: | 000000000013993 |
Location: | 1.13-Rt.691/1.10-Rt.630 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 54.5 ft. [16.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 333 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 44.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $638,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Satisfactory | Poor | Fair | 333 | 44.2 |
January 2017 | Poor | Satisfactory | Poor | Fair | 333 | 44.2 |
January 2016 | Poor | Satisfactory | Poor | Fair | 333 | 43.8 |
January 2015 | Poor | Satisfactory | Poor | Fair | 350 | 53.7 |
January 2013 | Fair | Satisfactory | Fair | Fair | 334 | 69.8 |
January 2011 | Fair | Satisfactory | Fair | Fair | 334 | 74.7 |
January 2009 | Fair | Good | Fair | Fair | 334 | 74.7 |
February 2007 | Fair | Fair | Fair | Fair | 358 | 73.7 |
January 2005 | Fair | Satisfactory | Satisfactory | Fair | 371 | 74.7 |
January 2003 | Fair | Fair | Satisfactory | Fair | 433 | 72.6 |
February 2001 | Fair | Fair | Satisfactory | Fair | 405 | 72.7 |
February 1999 | Poor | Poor | Satisfactory | Fair | 405 | 72.0 |
March 1997 | Fair | Fair | Good | Fair | 394 | 75.0 |
January 1995 | Fair | Good | Good | Satisfactory | 360 | 88.0 |
February 1993 | Fair | Good | Good | Satisfactory | 360 | 88.0 |
January 1991 | Fair | Good | Good | Satisfactory | 283 | 88.0 |