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BarboursCreekRd617 over Barbours Creek

Map

Coordinates:
+37.56553, -80.11732
37°33'56" N, 80°07'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BarboursCreekRd617 over Barbours Creek
Structure number:000000000005509
Location:1.50-Rt 611;8.30-Alleg CL
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]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1974
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:216 [as of 2014]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:90.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$557,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Fair6 out of 1021690.0
September 2015Fair6 out of 1021690.0
September 2013Fair6 out of 1023689.8
September 2011Fair6 out of 1023689.8
September 2009Fair6 out of 1023689.8
September 2007Fair6 out of 1023692.8
September 2005Fair6 out of 1022792.9
October 2003Fair6 out of 1022792.9
September 2001Fair6 out of 1022797.0
September 1999Fair6 out of 10204100.0
September 1997Fair6 out of 1020497.0
September 1995Good7 out of 1020497.0
October 1993Good8 out of 1020497.0
September 1991-N out of 1016397.0
September 1989Good8 out of 1016397.0