KY-3056 over LAWRENCE CREEK

Map

Coordinates:
+38.67139, -83.81361
38°40'17" N, 83°48'49" W

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

Name:	KY-3056 over LAWRENCE CREEK
Structure number:	081B00019N
Old structure number:	0810435B0019 `(from 1992 edition)`
Location:	.1 MI W OF JCT KY 1597
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	65.9 ft. `[20.1 m]`
Roadway width between curbs:	28.9 ft. `[8.8 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1947
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:	2
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	696 `[as of 2014]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	85.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Fair	Fair	Fair	696	85.2
November 2015	Fair	Fair	Fair	Fair	696	85.2
November 2013	Fair	Fair	Fair	Fair	636	85.3
November 2011	Fair	Satisfactory	Fair	Fair	646	86.3
November 2009	Fair	Satisfactory	Fair	Fair	786	79.8
December 2007	Fair	Satisfactory	Fair	Fair	652	86.3
November 2003	Fair	Satisfactory	Fair	Fair	636	87.3
February 2000	Fair	Satisfactory	Satisfactory	Satisfactory	687	99.3
March 1998	Fair	Satisfactory	Satisfactory	Satisfactory	687	99.3
December 1995	Fair	Satisfactory	Good	Satisfactory	480	99.5
November 1993	Fair	Satisfactory	Good	Satisfactory	480	99.5
November 1991	Fair	Good	Good	Satisfactory	480	99.5

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	396	383	9	4	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,374	1,020	1,200	154	0
Wearing Surfaces	sq. ft.	1,918	564	1,200	154	0
Substructure
Reinforced Concrete Column	each	3	2	1	0	0
Reinforced Concrete Abutment	linear ft.	72	61	7	4	0
Reinforced Concrete Pile Cap/Footing	linear ft.	29	29	0	0	0
Reinforced Concrete Pier Cap	linear ft.	40	22	8	10	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	72	67	5	0	0