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KY-1054 over SOUTH FORK OF LICKING RI

Map

Coordinates:
+38.60306, -84.40028
38°36'11" N, 84°24'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1054 over SOUTH FORK OF LICKING RI
Structure number:096B00027N
Old structure number:096*1054*B0027 (from 1992 edition)
Location:.05 MI EAST OF JCT KY 330
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:100.1 ft. [30.5 m]
Total length:265.1 ft. [80.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:1940
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:289 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:62.9 tons [57.2 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:76.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201676.9FairFairSatisfactorySatisfactory-289
February 201676.9FairFairSatisfactorySatisfactory-297
May 201476.8FairFairSatisfactorySatisfactory-354
February 201476.9FairFairSatisfactorySatisfactory-297
February 201274.7FairFairSatisfactorySatisfactoryFO423
January 201174.7FairFairSatisfactorySatisfactoryFO420
March 201063.5FairFairFairSatisfactoryFO411
March 200865.6FairFairFairSatisfactory-381
March 200675.5FairGoodSatisfactorySatisfactoryFO530
March 200482.4FairGoodSatisfactorySatisfactory-247
January 200282.3GoodGoodGoodGood-247
February 200078.3FairFairGoodGoodFO247
June 199878.3FairFairGoodGoodFO247
February 199679.3FairSatisfactoryGoodGoodFO247
March 199471.0FairSatisfactoryGoodGoodFO339
December 199171.0GoodGoodGoodGoodFO339
June 199071.0GoodGoodGoodGoodFO339

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,5721,37220000
Steel Protective Coatingsq. ft.11000
Deck
Reinforced Concrete Decksq. ft.8,0016,7011,30000
Wearing Surfacessq. ft.5,7465,746000
Substructure
Reinforced Concrete Columneach41300
Reinforced Concrete Abutmentlinear ft.70293560
Reinforced Concrete Pile Cap/Footinglinear ft.7070000
Reinforced Concrete Pier Caplinear ft.70551500
Joints
Open Jointlinear ft.6500578
Bearings
Movable Bearingeach1811700
Steel Protective Coatingsq. ft.11000
Fixed Bearingeach65100
Steel Protective Coatingsq. ft.11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.53038015000