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Clark CR 50 Z-D over DEGRAY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Clark CR 50 Z-D over DEGRAY CREEK
Structure number:000000000011085
Location:.75 M W CO RD 30 & 50
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:61.0 ft. [18.6 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:10.5 ft. [3.2 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1975
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 9 / H 10 [1]
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: May 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:23 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:34.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$258,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodSatisfactorySatisfactory2334.1
May 2017FairGoodSatisfactorySatisfactory2334.1
May 2016FairGoodSatisfactorySatisfactory2334.1
May 2015FairGoodSatisfactorySatisfactory2334.1
May 2014FairGoodSatisfactorySatisfactory2334.1
May 2013FairGoodSatisfactorySatisfactory2334.1
May 2012FairGoodSatisfactorySatisfactory2334.1
May 2011FairGoodSatisfactorySatisfactory2334.1
May 2010FairGoodSatisfactorySatisfactory2334.1
May 2009FairGoodSatisfactorySatisfactory2334.1
April 2008FairGoodSatisfactorySatisfactory2334.1
April 2007FairGoodSatisfactorySatisfactory2334.1
May 2006FairGoodSatisfactorySatisfactory2334.1
May 2005FairGoodSatisfactorySatisfactory2334.1
April 2004FairSatisfactorySatisfactorySatisfactory2334.1
June 2003FairSatisfactorySatisfactorySatisfactory2333.8
May 2002FairSatisfactorySatisfactorySatisfactory2333.8
May 2001FairSatisfactorySatisfactorySatisfactory2333.8
June 2000FairSatisfactorySatisfactorySatisfactory2333.8
May 1999FairSatisfactorySatisfactorySatisfactory2333.8
June 1998FairSatisfactorySatisfactorySatisfactory2333.8
April 1997FairSatisfactorySatisfactorySatisfactory2333.8
June 1996FairSatisfactorySatisfactorySatisfactory2327.0
June 1995FairSatisfactorySatisfactorySatisfactory2329.0
May 1994FairSatisfactorySatisfactorySatisfactory2329.0
April 1993FairSatisfactorySatisfactorySatisfactory2329.0
May 1992FairSatisfactorySatisfactorySatisfactory2329.0
May 1991FairFairSatisfactorySatisfactory2327.3