Mallorys Ford Road over Br. of North Anna River
Map
Coordinates:
+38.14152, -78.0684838°08'29" N, 78°04'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Mallorys Ford Road over Br. of North Anna River |
Structure number: | 000000000011503 |
Location: | .10 Orange Co&1.40 To 620 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 6.9 ft. [2.1 m] |
Total length: | 40.0 ft. [12.2 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 501 [as of 2014] |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.6 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2017 | Fair | 6 out of 10 | 501 | 94.6 |
May 2015 | Fair | 6 out of 10 | 501 | 98.6 |
May 2013 | Fair | 6 out of 10 | 478 | 98.6 |
May 2011 | Good | 7 out of 10 | 478 | 98.6 |
May 2009 | Good | 7 out of 10 | 478 | 98.6 |
May 2007 | Good | 7 out of 10 | 522 | 99.6 |
May 2005 | Fair | 6 out of 10 | 522 | 99.6 |
May 2003 | Fair | 6 out of 10 | 338 | 99.7 |
May 2001 | Fair | 6 out of 10 | 307 | 99.7 |
May 1999 | Fair | 6 out of 10 | 307 | 99.7 |
May 1997 | Fair | 6 out of 10 | 688 | 99.4 |
June 1995 | Good | 7 out of 10 | 116 | 99.9 |
June 1993 | Good | 7 out of 10 | 116 | 99.9 |
June 1991 | Good | 9 out of 10 | 116 | 99.9 |