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4041C over BIG CREEK

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

Map

Coordinates:
+34.76889, -94.49861
34°46'08" N, 94°29'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4041C over BIG CREEK
Structure number:064970000000000
Location:0.6 W HICKS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:158.5 ft. [48.3 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1938
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
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:Posted for load [P]
Average daily traffic:100 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$320,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2014PoorSatisfactoryPoorSatisfactory10024.0
October 2013PoorSatisfactoryPoorSatisfactory10024.0
November 2011FairSatisfactoryFairSatisfactory10024.0
December 2010FairSatisfactoryFairGood10024.0
June 2009FairSatisfactoryFairGood10024.0
May 2007PoorSatisfactorySeriousGood10024.0
March 2005PoorSatisfactorySeriousGood10024.0
April 2003PoorSatisfactorySeriousGood10024.0
May 2001PoorGoodSeriousGood10024.0
May 1999PoorSatisfactoryCriticalGood10024.0
June 1997PoorVery GoodCriticalGood10024.0
July 1995PoorGoodPoorGood10024.0
August 1993FairSatisfactorySatisfactoryGood10046.2
December 1991FairSatisfactorySatisfactoryGood10046.2