GLENN LILY ROAD over W.H. NATCHER PARKWAY

Map

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

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:	1149007B0059 `(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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Satisfactory	Fair	351	65.8
August 2015	Fair	Satisfactory	Fair	Fair	1250	53.6
August 2013	Good	Very Good	Good	Good	1250	63.7
August 2011	Fair	Fair	Good	Good	336	70.8
August 2009	Fair	Fair	Good	Good	303	70.8
August 2007	Fair	Fair	Good	Good	357	70.7
April 2006	Fair	Fair	Good	Good	347	70.7
August 2003	Fair	Satisfactory	Good	Good	12571	56.6
October 2001	Fair	Satisfactory	Good	Good	12571	56.6
September 1999	Fair	Satisfactory	Good	Good	12571	57.7
September 1997	Fair	Satisfactory	Good	Good	11777	57.2
September 1995	Fair	Satisfactory	Good	Good	205	92.0
September 1993	Good	Good	Good	Very Good	205	92.0
September 1991	Good	Good	Good	Good	205	92.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,100	1,060	36	4	0
Steel Protective Coating	sq. ft.	9,534	9,534	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	8,113	7,970	143	0	0
Wearing Surfaces	sq. ft.	7,133	7,062	71	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	59	0	44	15	0
Reinforced Concrete Pier Cap	linear ft.	52	0	52	0	0
Joints
Strip Seal Joint	linear ft.	59	0	59	0	0
Bearings
Movable Bearing	each	8	0	8	0	0
Steel Protective Coating	sq. ft.	32	32	0	0	0
Fixed Bearing	each	8	8	0	0	0
Steel Protective Coating	sq. ft.	32	32	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	550	550	0	0	0