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PattersonFordRd749 over Big Walker Creek

Map

Coordinates:
+37.25805, -80.71292
37°15'29" N, 80°42'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PattersonFordRd749 over Big Walker Creek
Structure number:000000000008508
Location:0.10-Rte 811;0.00-deadend
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:3.9 ft. [1.2 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:11.2 ft. [3.4 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:71 [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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:48.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,585,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2018Poor4 out of 107148.4
August 2017Poor4 out of 107148.4
August 2016Poor4 out of 107148.4
August 2015Poor4 out of 107148.4
August 2014Poor4 out of 104848.9
August 2013Fair5 out of 104857.3
August 2011Fair5 out of 104857.3
August 2010Fair5 out of 104857.3
August 2009Fair5 out of 104860.3
August 2008PoorN out of 101446.7
January 2008PoorN out of 101446.7
February 2007PoorN out of 101246.7
February 2006PoorN out of 101246.7
January 2005PoorN out of 101246.7
May 2003PoorN out of 101247.0
May 2002PoorN out of 102047.0
May 2001PoorN out of 102047.0
May 2000PoorN out of 102047.0
April 1999PoorN out of 102047.0
April 1997FairN out of 102060.0
June 1996FairN out of 101460.0
June 1995FairN out of 101460.0
June 1994FairN out of 101460.0
June 1993FairN out of 101460.0
June 1992FairN out of 101470.4
June 1990FairN out of 101470.4