+38.67548, -78.64025
38°40'32" N, 78°38'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000000017119
Location:0.21 TO 732 - 0.34 TO 737
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:3.0 ft. [0.9 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:State Highway Agency [01]
Year built:1932
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:6
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:732 [as of 2014]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$144,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Poor4 out of 1073248.7
June 2017Poor4 out of 1073248.6
June 2016Poor4 out of 1073248.6
June 2015Poor4 out of 1073248.6
June 2014Poor4 out of 1036047.8
June 2013Poor4 out of 1036047.8
June 2011Poor4 out of 1036047.8
June 2010Poor4 out of 1036047.8
June 2008Fair5 out of 1036066.9
April 2006Good7 out of 1036077.9
April 2004Good7 out of 1042776.0
April 2002Good7 out of 1042776.0
May 2000Good7 out of 1021582.5
April 1998Good7 out of 1021582.5
May 1996Good7 out of 1021582.5
May 1994Good7 out of 1020481.8
April 1992-N out of 1020481.8
April 1990Good8 out of 1020481.8