BRYANTS FORD ROAD over NORTH CREEK
Map
Coordinates:
+37.74536, -78.2056637°44'43" N, 78°12'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRYANTS FORD ROAD over NORTH CREEK |
Structure number: | 000000000007723 |
Location: | 4.08 FR 655 / 0.10 TO 654 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 130 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | 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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Good | 130 | 90.6 |
September 2016 | Fair | Satisfactory | Satisfactory | Good | 130 | 90.6 |
September 2014 | Fair | Satisfactory | Satisfactory | Good | 237 | 90.5 |
September 2012 | Fair | Satisfactory | Satisfactory | Good | 237 | 90.5 |
June 2011 | Fair | Satisfactory | Satisfactory | Good | 237 | 90.5 |
June 2009 | Fair | Satisfactory | Satisfactory | Good | 237 | 90.5 |
June 2007 | Fair | Satisfactory | Satisfactory | Good | 172 | 79.8 |
June 2005 | Fair | Satisfactory | Satisfactory | Good | 172 | 79.8 |
June 2003 | Fair | Satisfactory | Satisfactory | Good | 172 | 79.8 |
June 2001 | Fair | Satisfactory | Satisfactory | Good | 120 | 79.8 |
June 1999 | Fair | Satisfactory | Satisfactory | Good | 120 | 79.8 |
June 1997 | Fair | Satisfactory | Satisfactory | Good | 327 | 75.1 |
August 1995 | Fair | Satisfactory | Satisfactory | Good | 177 | 79.3 |
June 1993 | Good | Good | Good | Good | 177 | 79.3 |
May 1991 | Good | Good | Good | Good | 205 | 79.3 |