KY-9 over FLAGG SPRING CREEK

Map

Coordinates:
+38.89278, -84.27250
38°53'34" N, 84°16'21" W

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

Name:	KY-9 over FLAGG SPRING CREEK
Structure number:	019B00067N
Old structure number:	0190546B0067 `(from 1992 edition)`
Location:	200' W JCT KY 735
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	92.9 ft. `[28.3 m]`
Total length:	165.0 ft. `[50.3 m]`
Roadway width between curbs:	82.0 ft. `[25.0 m]`
Deck width edge-to-edge:	85.3 ft. `[26.0 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1989
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:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	8,832 `[as of 2016]`
Truck traffic:	13% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	93.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Very Good	Good	8832	93.2
August 2015	Fair	Satisfactory	Very Good	Good	7816	94.0
August 2013	Fair	Satisfactory	Very Good	Good	7816	94.0
August 2011	Fair	Satisfactory	Very Good	Good	8710	93.3
November 2009	Good	Good	Very Good	Good	10500	92.0
January 2008	Good	Good	Very Good	Very Good	9920	92.4
October 2005	Good	Good	Very Good	Very Good	10203	92.2
August 1997	Good	Very Good	Very Good	Very Good	6720	92.7
September 1993	Good	Very Good	Very Good	Very Good	10000	92.5
August 1991	Good	Excellent	Excellent	Excellent	10000	92.5

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 Girder/Beam	linear ft.	1,980	1,980	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,081	13,081	1,000	0	0
Substructure
Reinforced Concrete Column	each	5	5	0	0	0
Reinforced Concrete Abutment	linear ft.	271	271	0	0	0
Reinforced Concrete Pier Cap	linear ft.	90	90	0	0	0
Bearings
Elastomeric Bearing	each	48	46	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	330	308	22	0	0