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KY-1785 over ROCKY CR EMBYMNT-L-MALON

Map

Coordinates:
+37.04250, -87.04278
37°02'33" N, 87°02'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1785 over ROCKY CR EMBYMNT-L-MALON
Structure number:071B00034N
Old structure number:071*1785*B0034 (from 1992 edition)
Location:.35 MI W OF JCT KY 1293
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:35.1 ft. [10.7 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1959
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 [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:343 [as of 2013]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:75.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201575.8FairSatisfactorySatisfactoryFair-343
October 201386.9GoodVery GoodVery GoodGood-343
October 201185.8GoodVery GoodVery GoodGood-486
October 200986.9GoodVery GoodVery GoodGood-359
November 200786.9GoodVery GoodVery GoodVery Good-300
October 200585.8GoodVery GoodVery GoodVery Good-456
October 200379.6GoodVery GoodVery GoodVery Good-789
October 200179.6GoodVery GoodVery GoodVery Good-789
October 199979.6GoodVery GoodVery GoodVery Good-789
October 199779.6GoodVery GoodVery GoodVery Good-789
October 199591.0GoodVery GoodVery GoodVery Good-120
October 199389.3GoodVery GoodVery GoodVery Good-120
October 199184.8GoodVery GoodVery GoodVery Good-120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.456448710
Deck
Reinforced Concrete Top Flangesq. ft.3,1923,1603200
Wearing Surfacessq. ft.2,7412,54120000
Substructure
Reinforced Concrete Columneach1201200
Reinforced Concrete Abutmentlinear ft.63160470
Steel Pileeach60600
Steel Protective Coatingsq. ft.11000
Reinforced Concrete Pier Caplinear ft.5050000
Joints
Pourable Jointlinear ft.5205200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2282181000