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CR2ZHLm3.85BeirnRd over MC NEELEY CREEK

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

Map

Coordinates:
+33.88722, -93.20972
33°53'14" N, 93°12'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR2ZHLm3.85BeirnRd over MC NEELEY CREEK
Structure number:000000000011054
Location:.25 MI W JCT SH 51 & 12
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:70.9 ft. [21.6 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1923
Year reconstructed:1990
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [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: April 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:69 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:34.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$276,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryFairFair6934.3
April 2015FairSatisfactoryFairFair6929.9
April 2014FairSatisfactoryFairSatisfactory6929.9
April 2013FairFairFairSatisfactory6928.9
April 2012FairFairFairSatisfactory6928.9
April 2011FairSatisfactoryFairSatisfactory6929.9
May 2010FairSatisfactoryFairSatisfactory6929.9
April 2009FairSatisfactorySatisfactorySatisfactory6940.0
February 2008FairSatisfactorySatisfactorySatisfactory6940.0
January 2007FairSatisfactorySatisfactorySatisfactory6940.0
January 2006FairSatisfactorySatisfactorySatisfactory6940.0
April 2004FairGoodSatisfactorySatisfactory6940.0
May 2003FairGoodSatisfactorySatisfactory6939.7
April 2002FairGoodSatisfactorySatisfactory6939.7
April 2001FairGoodSatisfactorySatisfactory6939.7
May 2000FairGoodSatisfactorySatisfactory6939.7
April 1999FairGoodSatisfactorySatisfactory6939.7
June 1998FairGoodSatisfactorySatisfactory6939.7
May 1997FairGoodSatisfactorySatisfactory6939.7
June 1996FairGoodSatisfactorySatisfactory6939.7
June 1995FairGoodSatisfactorySatisfactory6943.6
June 1994FairGoodSatisfactorySatisfactory6943.6
April 1993FairGoodSatisfactorySatisfactory6943.6
June 1992FairGoodSatisfactorySatisfactory6943.6
June 1991FairGoodSatisfactorySatisfactory6936.2