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BEAVER DAM RD. over RICHARDSON CREEK

Map

Coordinates:
+37.85800, -76.70441
37°51'29" N, 76°42'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEAVER DAM RD. over RICHARDSON CREEK
Structure number:000000000014788
Location:0.4M RTE642-1.1M RTE651
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1951
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: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:114 [as of 2014]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:99.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Good7 out of 1011499.0
April 2016Good7 out of 1011499.0
April 2014Good7 out of 1015498.9
April 2012Good7 out of 1015498.9
April 2010Good7 out of 1015498.9
April 2008Good7 out of 1015498.9
April 2006Good7 out of 1012398.9
June 2004Good7 out of 1012398.9
June 2002Good7 out of 1012398.9
April 2000Good7 out of 1011598.9
May 1998Good8 out of 1011598.9
June 1996Good8 out of 1011598.9
April 1994Good8 out of 1011598.9
March 1992Good8 out of 1015598.9
April 1990Good8 out of 1015598.9