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KY-1309 over WHIPPOORWILL CREEK

Map

Coordinates:
+36.75667, -86.98194
36°45'24" N, 86°58'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1309 over WHIPPOORWILL CREEK
Structure number:071B00083N
Old structure number:071*1309*B0083 (from 1992 edition)
Location:2.7 MI SE OF JCT KY 79
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:67.9 ft. [20.7 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:118 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:51.7 tons [47.0 metric tons]
Inventory rating:31.0 tons [28.2 metric tons]
Sufficiency rating:94.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201594.7FairGoodSatisfactoryGood-118
November 201397.2GoodVery GoodGoodVery Good-97
November 2011100.0GoodVery GoodGoodVery Good-95
November 200997.5GoodVery GoodGoodVery Good-113
December 200797.4GoodVery GoodGoodVery Good-144
October 200597.4GoodVery GoodGoodVery Good-166
January 200497.5GoodVery GoodGoodVery Good-102
January 200297.5GoodVery GoodGoodVery Good-102
November 199997.5GoodVery GoodGoodVery Good-102
November 199797.5GoodVery GoodGoodVery Good-102
November 1995100.0GoodVery GoodGoodVery Good-80
November 1993100.0GoodGoodGoodVery Good-80
November 1991100.0GoodGoodVery GoodVery Good-80

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,1251,123200
Deck
Prestressed Concrete Top Flangesq. ft.3,4383,26617200
Wearing Surfacessq. ft.3,2043,04416000
Substructure
Reinforced Concrete Pier Walllinear ft.2828000
Reinforced Concrete Abutmentlinear ft.6464000
Reinforced Concrete Pier Caplinear ft.5958010
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.250250000
Steel Protective Coatingsq. ft.1,25001,25000