KY-486 over LIT.FK.LITTLE SANDY RIVE

Map

Coordinates:
+38.13500, -82.95889
38°08'06" N, 82°57'32" W

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

Name:	KY-486 over LIT.FK.LITTLE SANDY RIVE
Structure number:	032B00014N
Old structure number:	0320486B0014 `(from 1992 edition)`
Location:	.05 MI SOU. OF JCT KY 409
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	99.1 ft. `[30.2 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1950
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	203 `[as of 2015]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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 desirable criteria `[8]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	84.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Satisfactory	Satisfactory	203	84.4
August 2015	Fair	Satisfactory	Satisfactory	Satisfactory	250	84.2
August 2013	Fair	Satisfactory	Satisfactory	Satisfactory	253	79.6
August 2011	Fair	Satisfactory	Satisfactory	Satisfactory	252	79.6
August 2009	Fair	Satisfactory	Satisfactory	Satisfactory	266	79.5
August 2007	Fair	Good	Satisfactory	Satisfactory	310	79.3
August 2005	Fair	Good	Good	Satisfactory	383	78.9
July 2003	Fair	Good	Good	Satisfactory	311	79.3
September 1999	Good	Good	Good	Good	311	79.3
October 1997	Good	Good	Good	Good	311	79.3
August 1995	Fair	Good	Good	Satisfactory	397	77.3
August 1993	Good	Good	Good	Good	397	75.7
August 1991	Good	Very Good	Very Good	Good	397	75.7

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	386	10	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,576	2,476	100	0	0
Substructure
Reinforced Concrete Column	each	6	0	6	0	0
Reinforced Concrete Abutment	linear ft.	72	57	15	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	22	22	0	0	0
Reinforced Concrete Pier Cap	linear ft.	59	48	11	0	0
Joints
Strip Seal Joint	linear ft.	59	0	0	59	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	198	188	10	0	0