Share:

CR 513-C (911=988) over LOCUST CK DITCH

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

Map

Coordinates:
+35.92000, -90.42306
35°55'12" N, 90°25'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 513-C (911=988) over LOCUST CK DITCH
Structure number:000000000012149
Location:1.64MI E SH 135
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:83.0 ft. [25.3 m]
Total length:143.1 ft. [43.6 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1942
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Steel [3]
Main span design:Truss - Deck [09]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:92 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:16.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$378,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2014PoorPoorSatisfactoryPoor9216.8
May 2013PoorPoorSatisfactoryPoor9216.8
April 2012PoorPoorSatisfactoryPoor9216.8
June 2011PoorPoorSatisfactoryPoor9216.8
June 2010PoorPoorSatisfactoryPoor9216.8
July 2009PoorPoorSatisfactoryPoor9216.8
July 2008PoorFairSatisfactoryPoor9220.2
August 2007PoorFairSatisfactoryPoor9220.2
November 2006PoorFairSatisfactoryPoor9220.2
November 2005PoorFairSatisfactoryPoor9220.2
October 2004PoorSatisfactorySatisfactoryPoor9221.7
June 2003PoorFairSatisfactoryPoor9220.2
December 2002PoorFairFairSerious9220.2
November 2001PoorSatisfactoryFairSerious9221.7
December 2000PoorFairFairPoor9220.2
December 1999PoorPoorFairPoor9216.8
November 1998PoorSatisfactorySatisfactoryPoor9221.7
October 1997PoorGoodGoodPoor9221.7
December 1996PoorGoodGoodPoor9221.7
October 1995FairGoodGoodFair9223.0
November 1994FairGoodGoodFair9223.0
November 1993FairGoodGoodFair9223.0
October 1992FairGoodGoodFair9223.0
October 1991FairGoodGoodSatisfactory9224.4