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OLD VIRGINIA ST. over HILLIARD'S MILL

Map

Coordinates:
+37.66444, -76.63890
37°39'52" N, 76°38'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD VIRGINIA ST. over HILLIARD'S MILL
Structure number:000000000012090
Location:1.0M RTE610-1.2M RTE637
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1963
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,126 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:98.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Fair6 out of 10112698.6
July 2016Fair6 out of 10112698.6
July 2014Fair6 out of 10126898.5
July 2012Fair6 out of 10126898.5
July 2010Fair6 out of 10126898.5
July 2008Fair6 out of 10126897.5
July 2006Fair6 out of 10132297.5
August 2004Fair6 out of 10124497.5
September 2002Fair6 out of 10121997.5
July 2001Fair6 out of 10121997.5
July 2000Fair5 out of 10127786.4
September 1999Fair5 out of 10127786.4
August 1997Fair6 out of 10122297.5