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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201555.7Functionally obsoleteSatisfactorySatisfactoryFair592
April 201347.8Functionally obsoleteSatisfactorySatisfactoryFair783
April 201147.3Functionally obsoleteSatisfactorySatisfactoryFair838
April 200965.6Functionally obsoleteSatisfactorySatisfactorySatisfactory735
June 200757.2Functionally obsoleteSatisfactorySatisfactorySatisfactory960
April 200567.3Functionally obsoleteSatisfactorySatisfactoryGood2913
April 200350.0Functionally obsoleteSatisfactorySatisfactoryGood3983
April 200150.0Functionally obsoleteSatisfactorySatisfactoryGood3983
April 199940.0Functionally obsoleteSatisfactoryFairFair3983
April 199745.9Functionally obsoleteSatisfactorySatisfactoryGood4135
April 199544.9Functionally obsoleteSatisfactorySatisfactoryGood1948
April 199348.6Functionally obsoleteGoodSatisfactorySatisfactory1948
April 199147.6Functionally obsoleteFairSatisfactorySatisfactory1948