KY-330 over EAGLE CREEK @LUSBYS MILL

Map

Coordinates:
+38.53111, -84.71917
38°31'52" N, 84°43'09" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	KY-330 over EAGLE CREEK @LUSBYS MILL
Structure number:	094B00003N
Old structure number:	0940330B0003 `(from 1992 edition)`
Location:	.05 MI EAST OF JCT KY 845
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	277.9 ft. `[84.7 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1938
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	501 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Sufficiency rating:	60.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Fair	Satisfactory	501	60.8
May 2016	Fair	Satisfactory	Fair	Satisfactory	501	60.8
April 2015	Fair	Satisfactory	Fair	Satisfactory	501	60.8
April 2013	Fair	Satisfactory	Fair	Satisfactory	480	60.8
April 2011	Fair	Fair	Fair	Satisfactory	456	59.8
April 2009	Fair	Fair	Fair	Satisfactory	437	59.8
August 2008	Fair	Satisfactory	Fair	Good	498	60.8
June 2007	Fair	Satisfactory	Satisfactory	Good	498	71.8
June 2005	Fair	Satisfactory	Satisfactory	Good	449	71.9
April 2003	Fair	Satisfactory	Satisfactory	Good	527	71.6
November 2001	Fair	Satisfactory	Satisfactory	Good	527	71.6
April 1999	Fair	Satisfactory	Fair	Good	527	60.5
May 1997	Fair	Good	Satisfactory	Good	527	71.6
April 1997	Good	Good	Very Good	Very Good	319	73.7
March 1995	Good	Good	Very Good	Very Good	275	73.7
June 1993	Good	Good	Very Good	Very Good	275	77.2
April 1991	Good	Good	Very Good	Very Good	275	77.2

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.	320	208	0	112	0
Steel Protective Coating	sq. ft.	5,760	5,760	0	0	0
Reinforced Concrete Girder/Beam	linear ft.	720	672	48	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,655	6,255	400	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Pier Wall	linear ft.	111	107	0	4	0
Reinforced Concrete Abutment	linear ft.	62	31	23	8	0
Reinforced Concrete Pile Cap/Footing	linear ft.	1	1	0	0	0
Reinforced Concrete Pier Cap	linear ft.	162	151	11	0	0
Joints
Compression Joint	linear ft.	48	48	0	0	0
Bearings
Movable Bearing	each	4	2	0	2	0
Steel Protective Coating	sq. ft.	4	4	0	0	0
Fixed Bearing	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	4	4	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	556	529	27	0	0