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GLENN LILY ROAD over W.H. NATCHER PARKWAY

Map

Coordinates:
+37.01917, -86.52417
37°01'09" N, 86°31'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GLENN LILY ROAD over W.H. NATCHER PARKWAY
Structure number:114B00059N
Old structure number:114*9007*B0059 (from 1992 edition)
Location:1 MI N OF JCT KY 3191
Purpose:Carries highway over highway
Route classification:Minor Collector (Rural) [08]
Length of largest span:111.6 ft. [34.0 m]
Total length:274.9 ft. [83.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance below bridge:72.2 ft. [22.0 m]
Owner:State Highway Agency [01]
Year built:1972
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:3
Main spans material:Steel continuous [4]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:351 [as of 2016]
Truck traffic:3% of total traffic
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]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:65.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$935,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryFair35165.8
August 2015FairSatisfactoryFairFair125053.6
August 2013GoodVery GoodGoodGood125063.7
August 2011FairFairGoodGood33670.8
August 2009FairFairGoodGood30370.8
August 2007FairFairGoodGood35770.7
April 2006FairFairGoodGood34770.7
August 2003FairSatisfactoryGoodGood1257156.6
October 2001FairSatisfactoryGoodGood1257156.6
September 1999FairSatisfactoryGoodGood1257157.7
September 1997FairSatisfactoryGoodGood1177757.2
September 1995FairSatisfactoryGoodGood20592.0
September 1993GoodGoodGoodVery Good20592.0
September 1991GoodGoodGoodGood20592.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1001,0603640
Steel Protective Coatingsq. ft.9,5349,534000
Deck
Reinforced Concrete Decksq. ft.8,1137,97014300
Wearing Surfacessq. ft.7,1337,0627100
Substructure
Reinforced Concrete Abutmentlinear ft.59044150
Reinforced Concrete Pier Caplinear ft.5205200
Joints
Strip Seal Jointlinear ft.5905900
Bearings
Movable Bearingeach80800
Steel Protective Coatingsq. ft.3232000
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.3232000
Bridge Rail
Other Material Bridge Raillinear ft.550550000