KY 52 over DIX RIVER

Map

Coordinates:
+37.64167, -84.66139
37°38'30" N, 84°39'41" W

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

Name:	KY 52 over DIX RIVER
Structure number:	011B00048N
Old structure number:	0110052B0048 `(from 1992 edition)`
Location:	5 MI E OF JCT US 150
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	149.0 ft. `[45.4 m]`
Total length:	455.1 ft. `[138.7 m]`
Roadway width between curbs:	31.8 ft. `[9.7 m]`
Deck width edge-to-edge:	35.4 ft. `[10.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1986
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
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:	3,659 `[as of 2016]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 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:	Better than present minimum criteria `[7]`
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:	94.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Good	Satisfactory	Satisfactory	3659	94.2
October 2016	Fair	Good	Satisfactory	Satisfactory	3728	94.2
July 2014	Fair	Good	Satisfactory	Satisfactory	3728	96.2
July 2012	Fair	Good	Satisfactory	Satisfactory	4410	95.9
July 2010	Fair	Satisfactory	Satisfactory	Satisfactory	4310	95.9
July 2008	Fair	Satisfactory	Satisfactory	Satisfactory	4250	96.0
August 2006	Fair	Satisfactory	Satisfactory	Satisfactory	4140	96.0
November 2005	Good	Good	Good	Good	4224	96.0
September 2003	Good	Good	Good	Good	3555	96.3
October 2000	Good	Good	Good	Good	3555	94.3
October 1998	Good	Good	Good	Good	3555	94.3
October 1996	Good	Good	Good	Good	3203	94.5
October 1995	Good	Good	Good	Good	2700	94.8
October 1994	Good	Good	Good	Good	2700	94.8
October 1992	Good	Good	Good	Good	2700	94.8
October 1990	Good	Good	Good	Very Good	2700	94.8

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.	3,080	2,047	898	135	0
Steel Protective Coating	sq. ft.	34,423	0	14,165	496	19,762
Deck
Reinforced Concrete Deck	sq. ft.	16,077	16,077	0	0	0
Wearing Surfaces	sq. ft.	14,484	14,448	36	0	0
Substructure
Reinforced Concrete Column	each	10	6	2	2	0
Reinforced Concrete Abutment	linear ft.	70	65	5	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	46	46	0	0	0
Reinforced Concrete Pier Cap	linear ft.	165	139	9	17	0
Joints
Compression Joint	linear ft.	245	69	0	35	141
Bearings
Movable Bearing	each	4	0	4	0	0
Steel Protective Coating	sq. ft.	8	0	0	4	4
Fixed Bearing	each	84	16	60	8	0
Steel Protective Coating	sq. ft.	88	0	16	64	8
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	910	895	15	0	0