Share:

KY-569 over BIG BRUSH CREEK

Green County, Kentucky

Map

Coordinates:
+37.34472, -85.62389
37°20'41" N, 85°37'26" W

Facts

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

Name:	KY-569 over BIG BRUSH CREEK
Structure number:	044B00025N
Old structure number:	0440569B0025 `(from 1992 edition)`
Location:	3.3 MI WEST OF JCT KY 61
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	144.0 ft. `[43.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1962
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
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:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	612 `[as of 2014]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	57.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Poor	Satisfactory	Poor	Good	612	57.4
October 2015	Poor	Satisfactory	Poor	Good	612	57.4
October 2013	Fair	Satisfactory	Fair	Good	693	73.4
October 2011	Fair	Satisfactory	Satisfactory	Good	669	84.5
October 2009	Good	Good	Good	Good	652	84.5
October 2007	Good	Good	Good	Good	729	84.5
October 2005	Good	Good	Good	Good	694	84.5
October 2003	Good	Good	Good	Good	848	78.3
October 2001	Good	Good	Good	Good	848	78.3
October 1999	Good	Good	Good	Good	848	78.3
October 1997	Good	Good	Good	Good	848	78.3
October 1995	Good	Good	Good	Good	585	83.3
October 1993	Good	Good	Good	Good	585	81.9
October 1991	Good	Very Good	Very Good	Good	585	75.7

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.	576	521	30	25	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,744	3,744	0	0	0
Wearing Surfaces	sq. ft.	3,456	0	3,456	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	56	56	0	0	0
Reinforced Concrete Pier Cap	linear ft.	48	0	46	2	0
Joints
Pourable Joint	linear ft.	48	48	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	288	0	288	0	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/1211800