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KY-1040 over LAUREL CREEK

Map

Coordinates:
+36.95250, -86.88694
36°57'09" N, 86°53'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1040 over LAUREL CREEK
Structure number:071B00087N
Old structure number:071*1040*B0087 (from 1992 edition)
Location:0.7 MI. W. JCT. KY 1040
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:194 [as of 2012]
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:109.8 tons [99.8 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Sufficiency rating:87.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201587.3FairSatisfactorySatisfactoryGood-194
November 201387.3GoodGoodGoodGood-197
November 201187.3GoodGoodGoodGood-198
November 200987.3GoodVery GoodVery GoodVery Good-191
November 200787.3GoodVery GoodVery GoodVery Good-172
October 200595.9GoodVery GoodVery GoodVery Good-84
January 200487.3GoodVery GoodVery GoodVery Good-243
January 200287.3GoodVery GoodVery GoodVery Good-243
November 199987.3GoodVery GoodVery GoodVery Good-243
November 199787.3GoodVery GoodVery GoodVery Good-243
November 199595.9GoodVery GoodVery GoodVery Good-100
June 199395.9GoodVery GoodVery GoodVery Good-100

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.2962821400
Deck
Prestressed Concrete Top Flangesq. ft.88878410400
Substructure
Reinforced Concrete Abutmentlinear ft.9088200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.74601400
Steel Protective Coatingsq. ft.3703000700