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KY 1689 over N FK OF ELKHORN CREEK

Map

Coordinates:
+38.21639, -84.79722
38°12'59" N, 84°47'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY 1689 over N FK OF ELKHORN CREEK
Structure number:037B00032N
Old structure number:037*1689*B0032 (from 1992 edition)
Location:.01 MI E OF JCT US 460
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:49.9 ft. [15.2 m]
Total length:265.1 ft. [80.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1955
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,675 [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: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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:52.4 tons [47.6 metric tons]
Inventory rating:31.5 tons [28.6 metric tons]
Sufficiency rating:69.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201669.4FairFairSatisfactoryFair-1675
July 201469.4FairFairSatisfactoryFair-1777
July 201269.2FairFairSatisfactoryFair-1970
July 201072.5FairFairGoodSatisfactoryFO1960
July 200872.5FairFairGoodSatisfactoryFO1890
September 200672.6FairFairGoodSatisfactoryFO1800
October 200472.6FairFairGoodSatisfactoryFO1814
August 200272.5FairFairGoodSatisfactoryFO1331
July 200072.5FairFairGoodSatisfactoryFO1331
September 199876.6FairFairGoodSatisfactory-1331
July 199675.6FairFairGoodSatisfactory-1331
July 199475.8FairFairGoodSatisfactory-1257
July 199282.8FairFairGoodSatisfactory-1257
July 199082.8FairFairGoodSatisfactory-1257