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Oak Grove Road over TRIB. TO SOUTH WEA CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+38.58519, -94.78744
38°35'07" N, 94°47'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Oak Grove Road over TRIB. TO SOUTH WEA CREEK
Structure number:000611095004947
Location:2.6S 6.0W OF LOUISBURG
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:11.5 ft. [3.5 m]
Deck width edge-to-edge:11.8 ft. [3.6 m]
Owner:County Highway Agency [02]
Year built:1910
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: June 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:61 [as of 2011]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:16.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$900,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2014PoorSatisfactoryPoorFair6116.0
October 2013PoorSatisfactoryPoorFair6116.0
October 2012PoorFairPoorFair6116.0
November 2011PoorFairPoorFair6116.0
August 2010PoorFairPoorFair8015.7
June 2009PoorFairPoorFair8018.9
May 2008PoorFairPoorFair8015.7
June 2007PoorGoodPoorFair8017.2
September 2005PoorFairPoorFair3016.5
October 2003PoorFairPoorFair5016.2
March 2001PoorFairPoorFair5018.6
December 1998PoorFairPoorSerious5016.2
September 1996PoorSatisfactoryPoorPoor1517.8
April 1994PoorGoodPoorFair1517.8
February 1993PoorGoodPoorFair1517.8
June 1990PoorPoorSeriousFair1516.8