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KY-177 over CRUISES CREEK

Kenton County, Kentucky

Map

Coordinates:
+38.84639, -84.46722
38°50'47" N, 84°28'02" W

Facts

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

Name:	KY-177 over CRUISES CREEK
Structure number:	059B00012N
Old structure number:	0590177B0012 `(from 1992 edition)`
Location:	1.0 MI NOR. OF JCT KY 14
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	144.0 ft. `[43.9 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1954
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	986 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	51.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Fair	Fair	Fair	986	51.1
October 2015	Fair	Fair	Fair	Fair	986	51.1
October 2013	Fair	Fair	Fair	Fair	1137	49.8
October 2011	Fair	Fair	Fair	Fair	1100	49.8
December 2009	Poor	Satisfactory	Fair	Poor	1120	33.7
January 2008	Poor	Satisfactory	Fair	Poor	1360	33.1
October 2005	Fair	Fair	Fair	Fair	1368	49.5
November 2003	Fair	Satisfactory	Satisfactory	Satisfactory	1033	68.9
October 2001	Good	Good	Very Good	Good	1033	68.9
September 1999	Good	Good	Very Good	Good	1033	68.9
November 1997	Good	Good	Very Good	Good	1033	68.9
December 1995	Good	Good	Very Good	Good	892	78.4
October 1993	Good	Good	Very Good	Good	892	78.4
October 1991	Good	Good	Very Good	Good	892	78.4

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	503	45	28	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,733	3,309	224	200	0
Wearing Surfaces	sq. ft.	3,171	2,471	500	200	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	54	27	27	0	0
Reinforced Concrete Pier Cap	linear ft.	46	8	30	8	0
Joints
Pourable Joint	linear ft.	44	0	0	44	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	288	267	7	14	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/1214276