Farmville Road over Briery Creek
Map
Coordinates:
+37.20705, -78.4430437°12'25" N, 78°26'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Farmville Road over Briery Creek |
Structure number: | 000000000013873 |
Location: | 0.01 to 790 - 0.95 to 630 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 13.1 ft. [4.0 m] |
Total length: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,681 [as of 2014] |
Truck traffic: | 4% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $186,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
September 2017 | Good | 7 out of 10 | 4681 | 96.8 |
February 2016 | Good | 7 out of 10 | 4681 | 96.8 |
February 2014 | Good | 7 out of 10 | 4507 | 96.9 |
February 2012 | Good | 7 out of 10 | 4507 | 96.9 |
February 2010 | Good | 7 out of 10 | 4507 | 95.9 |
February 2008 | Good | 7 out of 10 | 4662 | 97.8 |
February 2006 | Good | 7 out of 10 | 4321 | 98.0 |
February 2004 | Good | 7 out of 10 | 4283 | 98.0 |
February 2002 | Good | 8 out of 10 | 3685 | 98.3 |
January 2000 | Good | 8 out of 10 | 7612 | 94.4 |
January 1998 | Good | 8 out of 10 | 7400 | 94.5 |
February 1996 | Good | 8 out of 10 | 7900 | 94.4 |
November 1993 | Good | 7 out of 10 | 6147 | 95.2 |
September 1991 | Good | 7 out of 10 | 4615 | 95.9 |