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KY-724 over WEST FORK OF MASSAC CREE

Map 

Coordinates:
+37.08222, -88.77778
37°04'56" N, 88°46'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KY-724 over WEST FORK OF MASSAC CREE
Structure number:073B00049N
Old structure number:073*0724*B0049 (from 1992 edition)
Location:.10 MI EAST OF JCT KY 725
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1960
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,030 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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 the assessed or calculated scour condition. [8]
Operating rating:88.7 tons [80.6 metric tons]
Inventory rating:53.2 tons [48.4 metric tons]
Sufficiency rating:89.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201589.9FairSatisfactorySatisfactorySatisfactory-2030
July 201389.9FairSatisfactorySatisfactorySatisfactory-2030
July 201189.7FairSatisfactorySatisfactorySatisfactory-2650
July 200989.7FairSatisfactorySatisfactorySatisfactory-2470
July 200789.7FairSatisfactorySatisfactorySatisfactory-2470
August 200589.8FairSatisfactorySatisfactorySatisfactory-2318
July 200399.9GoodGoodGoodGood-207
July 200199.9GoodGoodGoodGood-207
August 199996.9FairSatisfactoryGoodGood-207
July 199796.9GoodGoodGoodGood-207
July 199588.2GoodGoodGoodGood-935
July 199388.2GoodGoodGoodGood-935
July 199188.2GoodGoodGoodGood-935