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CO RD 220 over BRUSH CREEK

Map

Coordinates:
+33.03608, -87.87234
33°02'10" N, 87°52'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 220 over BRUSH CREEK
Structure number:002955
Old structure number:0000005932029X0 (from 1992 edition)
Location:0.5 MI SE SNODDY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1946
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: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:232 [as of 1995]
Truck traffic:22% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:39.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$536,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactoryFair23239.0
August 2016PoorSatisfactorySatisfactorySerious23227.3
February 2016PoorSatisfactorySatisfactorySerious23227.3
November 2014PoorSatisfactorySatisfactorySerious23227.3
March 2014PoorSatisfactorySatisfactorySerious23227.3
December 2012PoorSatisfactoryFairSerious23228.3
March 2012PoorSatisfactoryFairSerious23228.3
December 2010PoorSatisfactoryFairSerious23228.3
March 2010PoorSatisfactoryFairSerious23228.3
March 2008PoorSatisfactoryFairSerious23228.3
March 2006PoorSatisfactoryFairSerious23228.3
February 2003PoorSatisfactoryFairSerious23228.3
December 2000PoorSatisfactoryFairSerious23228.3
January 1999PoorFairFairSerious23227.3
January 1997PoorFairFairSerious23227.3
January 1995PoorFairFairSerious23226.3
February 1993PoorFairFairSerious22027.4
February 1991PoorSatisfactorySatisfactoryPoor22035.0