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KY-368 over CEDAR CREEK @TRUESVILLE

Owen County, Kentucky

Map

Coordinates:
+38.38444, -84.81833
38°23'04" N, 84°49'06" W

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Facts

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

Name:	KY-368 over CEDAR CREEK @TRUESVILLE
Structure number:	094B00015N
Old structure number:	0940368B0015 `(from 1992 edition)`
Location:	.60 MI N.E. OF JCT KY 897
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:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1955
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:	Bituminous `[6]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	295 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Equal to present minimum criteria `[6]`
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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	75.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Satisfactory	Fair	295	75.7
April 2015	Fair	Satisfactory	Satisfactory	Fair	295	75.7
April 2013	Fair	Satisfactory	Satisfactory	Fair	356	75.6
April 2011	Fair	Satisfactory	Satisfactory	Fair	336	75.6
April 2009	Fair	Satisfactory	Satisfactory	Fair	334	75.6
June 2007	Fair	Good	Satisfactory	Good	383	86.6
June 2005	Fair	Good	Satisfactory	Good	383	86.6
April 2003	Good	Good	Very Good	Good	235	91.3
April 2001	Good	Good	Very Good	Good	235	91.3
April 1999	Good	Good	Very Good	Good	235	91.3
April 1997	Good	Good	Very Good	Good	179	91.3
March 1995	Good	Good	Very Good	Good	120	90.9
May 1993	Good	Good	Very Good	Good	120	90.9
March 1991	Good	Good	Very Good	Good	120	90.9

Element Data

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	368	28	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,763	2,741	22	0	0
Wearing Surfaces	sq. ft.	2,378	2,211	167	0	0
Substructure
Reinforced Concrete Column	each	4	2	2	0	0
Reinforced Concrete Pier Wall	linear ft.	28	21	7	0	0
Reinforced Concrete Abutment	linear ft.	123	113	10	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	151	0	141	10	0
Reinforced Concrete Pier Cap	linear ft.	50	29	18	3	0
Joints
Pourable Joint	linear ft.	56	0	16	10	30
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	198	128	58	12	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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