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KY-607 over EAGLE CREEK @NATLEE

Owen County, Kentucky

Map

Coordinates:
+38.44639, -84.66333
38°26'47" N, 84°39'48" W

Facts

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

Name:	KY-607 over EAGLE CREEK @NATLEE
Structure number:	094B00019N
Old structure number:	0940607B0019 `(from 1992 edition)`
Location:	.05 MI E OF JCT KY 2018
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	265.1 ft. `[80.8 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:	5
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	569 `[as of 2016]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Equal to present minimum criteria `[6]`
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:	74.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Good	Fair	Satisfactory	569	74.5
April 2015	Fair	Good	Fair	Satisfactory	479	74.6
April 2013	Fair	Good	Fair	Satisfactory	479	74.6
April 2011	Poor	Poor	Fair	Satisfactory	475	71.6
April 2009	Poor	Poor	Fair	Satisfactory	663	71.4
June 2007	Fair	Satisfactory	Satisfactory	Good	613	85.6
June 2005	Fair	Satisfactory	Satisfactory	Good	692	85.5
May 2003	Fair	Good	Satisfactory	Very Good	590	85.6
April 2001	Good	Good	Very Good	Very Good	590	85.6
April 1999	Fair	Good	Satisfactory	Very Good	590	85.6
April 1997	Good	Good	Very Good	Very Good	337	86.8
March 1995	Good	Good	Very Good	Very Good	289	85.8
June 1993	Good	Good	Very Good	Very Good	289	85.8
April 1991	Good	Very Good	Very Good	Very Good	289	85.8

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.	1,060	988	30	42	0
Deck
Reinforced Concrete Top Flange	sq. ft.	7,393	7,159	234	0	0
Substructure
Reinforced Concrete Column	each	8	3	5	0	0
Reinforced Concrete Pier Wall	linear ft.	40	38	2	0	0
Reinforced Concrete Abutment	linear ft.	68	38	30	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	6	6	0	0	0
Reinforced Concrete Pier Cap	linear ft.	104	67	32	5	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	530	448	74	8	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218103