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CR 814 Carroll over DRY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 814 Carroll over DRY CREEK
Structure number:000000000010947
Location:2.58 E SH 311
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:409 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:34.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$328,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairGoodFair40934.8
March 2017FairFairGoodFair19735.2
March 2016FairFairGoodFair19735.2
March 2015FairFairGoodFair19735.2
March 2014FairFairGoodFair19735.2
March 2012FairFairGoodFair19735.2
March 2011FairFairGoodFair19735.2
April 2010FairFairGoodFair19735.2
April 2009FairFairGoodFair19735.2
May 2008FairFairGoodFair19735.2
May 2007FairFairGoodFair19735.2
May 2006FairFairGoodFair19735.2
May 2005PoorFairGoodPoor19722.0
May 2004PoorFairGoodPoor19722.0
June 2003PoorFairGoodPoor19722.0
June 2002PoorFairGoodPoor19722.0
June 2001PoorFairGoodPoor19722.0
June 2000FairFairGoodFair19734.9
May 1999FairFairGoodSatisfactory19745.1
May 1998FairFairGoodSatisfactory19745.1
May 1997FairFairGoodSatisfactory19745.1
March 1996FairFairGoodGood19745.1
February 1995FairFairGoodGood19745.1
February 1993FairFairGoodGood19745.1
February 1992FairFairGoodGood19745.1
February 1991FairFairGoodGood19741.0