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COUNTY RD 59 over NO NAME BRANCH

Map 

Coordinates:
+31.49158, -86.49781
31°29'30" N, 86°29'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY RD 59 over NO NAME BRANCH
Structure number:010590
Old structure number:0000005920048X0 (from 1992 edition)
Location:6 MI NW OF GANTT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.2 ft. [3.4 m]
Total length:32.2 ft. [9.8 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:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:80 [as of 1994]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:3.0 tons [2.7 metric tons]
Inventory rating:2.0 tons [1.8 metric tons]
Sufficiency rating:34.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$274,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201734.6FairSatisfactorySatisfactoryFairSD80
February 201534.6FairSatisfactorySatisfactoryFairSD80
February 201434.6FairSatisfactorySatisfactoryFairSD80
February 201334.6FairSatisfactorySatisfactoryFairSD80
February 201234.6FairSatisfactorySatisfactoryFairSD80
February 201134.6FairSatisfactorySatisfactoryFairSD80
February 200934.6FairSatisfactorySatisfactoryFairSD80
February 200734.6GoodGoodGoodGoodSD80
February 200534.6GoodGoodGoodGoodSD80
February 200334.6GoodGoodGoodGoodSD80
February 200134.6GoodGoodGoodGoodSD80
February 200034.6GoodGoodGoodGoodSD80
February 199834.6GoodGoodGoodGoodSD80
December 199634.6GoodGoodGoodGoodSD80
October 199434.6GoodGoodGoodGoodSD80
December 199234.6GoodGoodGoodGoodSD80
February 199134.6GoodGoodGoodGoodSD80