KY-487 over RUSSELL CREEK

Map

Coordinates:
+37.16778, -85.47000
37°10'04" N, 85°28'12" W

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

Name:	KY-487 over RUSSELL CREEK
Structure number:	044B00037N
Old structure number:	0440487B0037 `(from 1992 edition)`
Location:	2.8 MI SW KY 61
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	73.2 ft. `[22.3 m]`
Total length:	200.1 ft. `[61.0 m]`
Roadway width between curbs:	22.6 ft. `[6.9 m]`
Deck width edge-to-edge:	23.0 ft. `[7.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1984
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:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
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:	112 `[as of 2016]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 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:	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 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:	86.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Good	Good	112	86.2
October 2015	Good	Good	Good	Good	115	86.2
October 2013	Good	Good	Good	Good	115	86.2
October 2011	Good	Good	Good	Good	162	86.1
October 2009	Good	Good	Good	Good	153	86.1
October 2007	Good	Good	Good	Good	146	86.1
October 2005	Good	Good	Very Good	Good	199	86.1
October 2003	Good	Good	Very Good	Good	180	86.0
October 2001	Good	Very Good	Very Good	Good	180	86.0
October 1999	Good	Very Good	Very Good	Good	180	85.0
October 1997	Good	Very Good	Very Good	Good	180	85.0
October 1995	Good	Very Good	Very Good	Good	257	78.7
October 1993	Good	Very Good	Very Good	Good	257	78.7
October 1991	Good	Very Good	Very Good	Very Good	257	80.1

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	1,200	1,198	2	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,600	4,600	0	0	0
Wearing Surfaces	sq. ft.	4,500	0	4,500	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	72	72	0	0	0
Reinforced Concrete Pier Cap	linear ft.	60	60	0	0	0
Joints
Compression Joint	linear ft.	50	50	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	400	400	0	0	0
Steel Protective Coating	sq. ft.	2,000	2,000	0	0	0