CR 524 Carroll over BRANCH OF DRY FORK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 524 Carroll over BRANCH OF DRY FORK
Structure number:000000000010925
Location:1.95MI W JCT. SH 21
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Owner:County Highway Agency [02]
Year built:1942
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:43 [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:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:42.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$15,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairSatisfactory4342.5
April 2017FairSatisfactoryFairSatisfactory4342.5
April 2016FairSatisfactoryFairSatisfactory4342.5
April 2015FairSatisfactoryFairSatisfactory4330.2
April 2014FairSatisfactoryFairSatisfactory4330.2
April 2013FairSatisfactoryFairSatisfactory4330.2
April 2012FairSatisfactoryFairSatisfactory4330.2
April 2011FairSatisfactoryFairSatisfactory4330.2
April 2010FairSatisfactoryFairSatisfactory4330.2
April 2009FairSatisfactoryFairSatisfactory4330.2
May 2008FairSatisfactoryFairSatisfactory4330.2
May 2007FairSatisfactoryFairSatisfactory4330.2
May 2006FairSatisfactoryFairSatisfactory4330.2
May 2005FairSatisfactoryFairSatisfactory4330.2
May 2004FairSatisfactoryFairSatisfactory4330.2
May 2003FairSatisfactoryFairSatisfactory4329.9
May 2002FairSatisfactoryFairSatisfactory4329.9
June 2001FairSatisfactoryFairSatisfactory4329.9
June 2000FairSatisfactoryFairSatisfactory4329.9
May 1999FairGoodFairFair4329.9
May 1998FairGoodFairFair4329.9
May 1997PoorGoodFairPoor4323.8
March 1996PoorGoodFairPoor4323.8
March 1995PoorGoodFairPoor4323.8
February 1993PoorGoodFairPoor4323.8
February 1992PoorGoodFairPoor4323.8
February 1991PoorGoodFairPoor4323.8