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Cr-929/Z-G/L-9.67 over Big Creek

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Cr-929/Z-G/L-9.67 over Big Creek
Structure number:000000000019941
Location:.25 W Jct Sh 259 & Lee929
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:79.1 ft. [24.1 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Orthotropic [08]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Other [9]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:106 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:66.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodSatisfactoryGood10666.8
June 2016FairGoodSatisfactoryGood10666.8
June 2015FairGoodSatisfactoryGood10626.6
May 2014GoodGoodGoodGood10626.6
May 2013GoodGoodGoodGood10626.6
June 2012GoodGoodGoodGood10626.6
June 2011GoodGoodGoodGood10626.6
June 2010GoodGoodGoodGood10626.6
June 2009GoodGoodGoodGood10626.6
May 2008GoodGoodGoodGood10626.6
May 2007GoodGoodGoodGood10626.6
May 2006GoodGoodGoodGood10626.6
May 2005GoodGoodGoodGood10626.6
April 2004GoodGoodGoodGood10626.6
June 2003GoodGoodGoodGood10626.6
May 2002GoodGoodGoodGood10626.6
May 2001GoodGoodGoodGood10626.6
May 2000GoodGoodGoodGood10626.6
June 1999GoodGoodGoodGood10626.6
June 1998GoodGoodGoodGood10626.6
May 1997GoodGoodGoodGood10626.6
May 1996GoodGoodGoodGood10626.6
June 1995GoodGoodGoodGood10626.6
May 1994GoodGoodGoodGood10626.6
May 1993GoodGoodGoodGood10626.6
May 1992GoodGoodGoodGood10638.7
April 1991GoodGoodGoodGood10638.7