KY-1295 over BACK CREEK

Map

Coordinates:
+37.63111, -84.47889
37°37'52" N, 84°28'44" W

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

Name:	KY-1295 over BACK CREEK
Structure number:	040B00022N
Old structure number:	0401295B0022 `(from 1992 edition)`
Location:	2.6 MI E OF JCT W/KY 563
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	131.6 ft. `[40.1 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1955
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:	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:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,956 `[as of 2014]`
Truck traffic:	7% of total traffic
Deck condition:	Poor `[4 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:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	67.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Poor	Poor	Fair	Fair	1956	67.7
November 2015	Poor	Poor	Fair	Fair	1956	68.7
November 2013	Fair	Fair	Fair	Fair	1509	70.8
November 2011	Fair	Fair	Fair	Fair	1500	70.8
November 2009	Fair	Satisfactory	Fair	Fair	1940	71.7
November 2007	Fair	Satisfactory	Fair	Fair	1970	71.7
November 2005	Fair	Satisfactory	Fair	Fair	1786	71.8
November 2003	Fair	Satisfactory	Fair	Fair	2001	69.7
November 2001	Fair	Satisfactory	Satisfactory	Satisfactory	2001	78.8
November 1999	Fair	Good	Satisfactory	Satisfactory	2001	78.8
November 1997	Fair	Good	Satisfactory	Good	2001	78.8
November 1995	Fair	Good	Satisfactory	Good	1411	80.9
November 1993	Good	Good	Good	Good	1411	77.9
November 1991	Good	Good	Good	Good	1411	77.9

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.	526	484	2	32	8
Deck
Reinforced Concrete Top Flange	sq. ft.	3,682	0	2,432	1,250	0
Wearing Surfaces	sq. ft.	3,189	0	1,913	1,276	0
Substructure
Reinforced Concrete Column	each	6	0	4	2	0
Reinforced Concrete Abutment	linear ft.	88	39	0	49	0
Reinforced Concrete Pile Cap/Footing	linear ft.	36	0	0	36	0
Reinforced Concrete Pier Cap	linear ft.	76	0	14	62	0
Joints
Pourable Joint	linear ft.	92	0	0	0	92
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	263	257	6	0	0