KY-61 over BIG BRUSH CREEK

Map

Coordinates:
+37.38278, -85.59722
37°22'58" N, 85°35'50" W

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

Name:	KY-61 over BIG BRUSH CREEK
Structure number:	044B00006N
Old structure number:	0440061B0006 `(from 1992 edition)`
Location:	.20 MI SOU. OF JCT KY 566
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	89.9 ft. `[27.4 m]`
Total length:	225.1 ft. `[68.6 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1967
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,590 `[as of 2017]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	1590	90.0
October 2016	Good	Good	Good	Good	1445	90.2
October 2014	Good	Good	Good	Good	1597	89.9
October 2013	Good	Good	Good	Good	1594	89.9
October 2011	Good	Good	Good	Good	1600	89.9
October 2009	Good	Good	Good	Good	1550	90.0
October 2007	Good	Good	Good	Good	1700	89.8
October 2005	Good	Good	Good	Good	1632	89.9
October 2003	Good	Good	Very Good	Good	2082	88.2
October 2001	Good	Good	Very Good	Good	2082	86.2
October 1999	Good	Good	Very Good	Good	2082	86.2
October 1997	Good	Good	Very Good	Good	2082	86.2
October 1995	Good	Good	Very Good	Very Good	1700	87.8
October 1993	Good	Good	Very Good	Very Good	1700	87.8
October 1991	Good	Very Good	Very Good	Very Good	1700	87.8

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.	896	872	24	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	7,457	7,457	0	0	0
Wearing Surfaces	sq. ft.	6,750	0	6,750	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	64	34	30	0	0
Reinforced Concrete Pier Cap	linear ft.	64	64	0	0	0
Joints
Compression Joint	linear ft.	60	60	0	0	0
Bearings
Movable Bearing	each	12	4	0	8	0
Steel Protective Coating	sq. ft.	48	0	0	0	48
Fixed Bearing	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	16	16	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	448	448	0	0	0
Steel Protective Coating	sq. ft.	1	1	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	448	448	0	0	0