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KY-1856 over CHAPLIN RIVER

Map

Coordinates:
+37.63021, -84.94049
37°37'49" N, 84°56'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1856 over CHAPLIN RIVER
Structure number:011B00031N
Old structure number:011*1856*B0031 (from 1992 edition)
Location:1.7 MI S OF JCT US 150
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:65.9 ft. [20.1 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:812 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:44.2 tons [40.2 metric tons]
Inventory rating:26.5 tons [24.1 metric tons]
Sufficiency rating:71.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201671.9FairGoodSatisfactorySatisfactory-812
July 201571.9FairGoodSatisfactorySatisfactory-812
October 201471.9FairGoodSatisfactorySatisfactory-812
October 201271.9FairSatisfactorySatisfactorySatisfactory-855
October 201071.9FairSatisfactorySatisfactorySatisfactory-833
October 200871.9FairSatisfactorySatisfactorySatisfactory-777
October 200654.4FairSatisfactorySatisfactoryFair-765
October 200460.5FairSatisfactorySatisfactoryFair-702
October 200270.2FairSatisfactorySatisfactorySatisfactory-622
October 200070.2FairSatisfactoryGoodSatisfactory-622
October 199870.2GoodGoodGoodGood-622
October 199670.2GoodGoodGoodGood-622
October 199569.4GoodGoodGoodGood-719
October 199475.9GoodGoodGoodGood-719
October 199275.9GoodGoodGoodGood-719
October 199075.9GoodVery GoodGoodGood-719