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KY-339 over MASSAC CREEK

Map 

Coordinates:
+37.01472, -88.69361
37°00'53" N, 88°41'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KY-339 over MASSAC CREEK
Structure number:073B00058N
Old structure number:073*0339*B0058 (from 1992 edition)
Location:1.5 MI S.W. OF JCT US 45
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,207 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:15.0 tons [13.6 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:41.5
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201641.5PoorFairSatisfactoryPoorSD2207
March 201542.4PoorSatisfactorySatisfactoryPoorSD2387
March 201442.5PoorSatisfactorySatisfactoryPoorSD2264
March 201342.8PoorSatisfactorySatisfactoryPoorSD2070
March 201242.7PoorSatisfactorySatisfactoryPoorSD2110
March 201142.6PoorSatisfactorySatisfactoryPoorSD2170
February 201057.7FairSatisfactorySatisfactoryFair-2050
February 200898.1FairSatisfactorySatisfactorySatisfactory-1880
September 200599.3FairSatisfactorySatisfactorySatisfactory-1473
September 200382.8FairSatisfactorySatisfactoryFair-3981
September 200182.8FairSatisfactorySatisfactoryFair-3981
September 199982.8FairSatisfactorySatisfactoryFair-3981
September 199794.1FairSatisfactorySatisfactorySatisfactory-3981
September 199593.3FairFairSatisfactorySatisfactory-3620
September 199394.4FairSatisfactorySatisfactorySatisfactory-3620
September 199194.4FairSatisfactorySatisfactorySatisfactory-3620