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County Road 657 over Board Camp Creek

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

Map

Coordinates:
+34.54342, -94.09950
34°32'36" N, 94°05'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:County Road 657 over Board Camp Creek
Structure number:000000000016243
Location:0.25 M W CO RD 657 & 63
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:11.8 ft. [3.6 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Owner:County Highway Agency [02]
Year built:1915
Year reconstructed:2005
Historic significance:Historical significance is not determinable at this time [4]
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: October 2014

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:25 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Serious [3 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:7.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$298,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2014PoorPoorCriticalSerious257.1
October 2013PoorPoorCriticalSerious257.1
October 2012PoorPoorSeriousSerious257.1
October 2011PoorFairSeriousSerious257.1
October 2010PoorFairSeriousSerious257.1
September 2009PoorFairSeriousSerious257.1
September 2008PoorSatisfactorySeriousSerious2511.4
November 2007PoorSatisfactorySeriousSerious2511.4
November 2006PoorGoodSeriousSerious2511.4
December 2005PoorGoodSeriousSerious2511.4
June 2004PoorSeriousSeriousSerious257.1
July 2003PoorSeriousSeriousSerious257.1
May 2002PoorCriticalCriticalCritical257.1
April 2001PoorCriticalCriticalCritical257.1
May 2000PoorCriticalSeriousSerious257.1
June 1999PoorSeriousSeriousSerious257.1
August 1998PoorCriticalSeriousSerious257.1
July 1997PoorCriticalSeriousSerious257.1
July 1996PoorCriticalSeriousSerious257.1
September 1994PoorCriticalSeriousSerious259.1
September 1993PoorCriticalSeriousSerious259.1
November 1992PoorPoorSeriousSerious2515.1
February 1992PoorPoorSeriousSerious2515.1