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US-127 X over GREASY CREEK

Map 

Coordinates:
+36.96693, -85.08350
36°58'01" N, 85°05'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-127 X over GREASY CREEK
Structure number:104B00002N
Old structure number:104*0127*B0002 (from 1992 edition)
Location:1.2 MI S OF W-JCT KY 619
Purpose:Carries highway over highway and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:81.0 ft. [24.7 m]
Total length:437.0 ft. [133.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1949
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:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:592 [as of 2014]
Truck traffic:4% 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: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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:55.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,392,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201555.7FairSatisfactorySatisfactoryFairFO592
April 201347.8FairSatisfactorySatisfactoryFairFO783
April 201147.3FairSatisfactorySatisfactoryFairFO838
April 200965.6FairSatisfactorySatisfactorySatisfactoryFO735
June 200757.2FairSatisfactorySatisfactorySatisfactoryFO960
April 200567.3FairSatisfactorySatisfactoryGoodFO2913
April 200350.0FairSatisfactorySatisfactoryGoodFO3983
April 200150.0FairSatisfactorySatisfactoryGoodFO3983
April 199940.0FairSatisfactoryFairFairFO3983
April 199745.9FairSatisfactorySatisfactoryGoodFO4135
April 199544.9FairSatisfactorySatisfactoryGoodFO1948
April 199348.6FairGoodSatisfactorySatisfactoryFO1948
April 199147.6FairFairSatisfactorySatisfactoryFO1948