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CO RD 60 over LITTLE CREEK

Map

Coordinates:
+33.05311, -87.92541
33°03'11" N, 87°55'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 60 over LITTLE CREEK
Structure number:002826
Old structure number:0000003032026X0 (from 1992 edition)
Location:0.2 MI E MANTUA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:5
Main spans material:Wood or timber [7]
Main spans 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: May 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:212 [as of 1995]
Truck traffic:20% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:39.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$571,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryGoodFair21239.6
May 2016FairSatisfactoryGoodFair21221.8
February 2016FairSatisfactoryGoodFair21221.8
November 2014FairSatisfactoryGoodFair21221.8
December 2013FairSatisfactoryGoodFair21221.8
December 2012FairSatisfactoryFairFair21221.8
March 2012FairSatisfactoryFairFair21221.8
March 2010FairSatisfactoryFairFair21239.6
March 2008FairSatisfactoryFairFair21239.6
March 2006FairSatisfactoryFairFair21239.6
February 2003FairSatisfactoryFairFair21233.5
January 2001FairSatisfactoryFairFair21233.5
February 1999FairSatisfactoryFairFair21233.5
January 1997FairSatisfactoryFairFair21233.3
January 1995FairSatisfactoryFairFair21232.2
February 1993FairSatisfactoryFairFair20033.3
February 1991FairFairSatisfactorySatisfactory20050.9