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COUNTY RD over NO NAME CREEK

Map 

Coordinates:
+31.18333, -86.46667
31°10'60" N, 86°28'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY RD over NO NAME CREEK
Structure number:011721
Old structure number:0000000020095Z0 (from 1992 edition)
Location:1MI SW OF JUDSON CHURCH
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:County Highway Agency [02]
Year built:1928
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:210 [as of 1994]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.8 tons [35.3 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:61.6
Estimated cost of work:$327,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201561.6FairGoodSatisfactoryFair-210
May 201461.6FairGoodSatisfactoryFair-210
May 201361.6FairGoodSatisfactoryFair-210
May 201261.6FairGoodSatisfactoryFair-210
January 201261.6FairGoodSatisfactoryFair-210
May 201070.9FairGoodSatisfactoryFair-210
January 200970.9FairGoodSatisfactoryFair-210
January 200781.9FairSatisfactorySatisfactorySatisfactory-210
December 200481.9FairSatisfactorySatisfactorySatisfactory-210
December 200281.9FairSatisfactorySatisfactorySatisfactory-210
December 200081.9FairSatisfactorySatisfactorySatisfactory-210
December 199882.0FairSatisfactorySatisfactorySatisfactory-210
December 199682.8GoodGoodGoodGood-210
December 199481.8GoodGoodGoodGood-210
February 199384.9GoodGoodGoodGood-210
February 199157.3GoodGoodGoodGood-210