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KY-227 over EAGLE CREEK NR WORTHVILL

Owen County, Kentucky

Map

Coordinates:
+38.60306, -85.06833
38°36'11" N, 85°04'06" W

Facts

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

Name:	KY-227 over EAGLE CREEK NR WORTHVILL
Structure number:	094B00029N
Old structure number:	0940227B0029 `(from 1992 edition)`
Location:	ON CARROLL - OWEN CL
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	91.9 ft. `[28.0 m]`
Total length:	639.1 ft. `[194.8 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.6 ft. `[14.5 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1974
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:	Prestressed concrete continuous `[6]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,322 `[as of 2014]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 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:	Better than present minimum criteria `[7]`
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:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	88.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Good	Fair	2322	88.6
April 2015	Fair	Satisfactory	Good	Fair	2322	88.6
April 2013	Fair	Satisfactory	Good	Fair	2335	88.6
April 2011	Fair	Satisfactory	Good	Satisfactory	2410	99.7
March 2009	Fair	Satisfactory	Good	Satisfactory	2700	99.6
May 2007	Good	Good	Good	Good	2370	99.7
June 2005	Good	Good	Good	Good	2455	99.7
April 2003	Good	Good	Very Good	Good	413	99.9
April 2001	Good	Very Good	Very Good	Very Good	413	99.9
May 1999	Good	Good	Very Good	Very Good	413	99.9
April 1997	Good	Good	Very Good	Very Good	319	100.0
March 1995	Good	Very Good	Very Good	Very Good	977	99.9
April 1993	Good	Very Good	Very Good	Very Good	977	99.9
March 1991	Good	Very Good	Very Good	Very Good	977	99.9

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
Prestressed Concrete Girder/Beam	linear ft.	3,834	3,806	23	5	0
Deck
Reinforced Concrete Deck	sq. ft.	30,404	29,404	1,000	0	0
Wearing Surfaces	sq. ft.	28,103	27,303	800	0	0
Substructure
Reinforced Concrete Column	each	18	18	0	0	0
Reinforced Concrete Abutment	linear ft.	111	96	15	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	45	0	15	30	0
Steel Pile	each	9	0	9	0	0
Reinforced Concrete Pier Cap	linear ft.	384	279	105	0	0
Joints
Compression Joint	linear ft.	221	66	45	35	75
Bearings
Elastomeric Bearing	each	60	52	8	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,278	1,278	0	0	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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