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KY-88 over LITTLE BARREN RIVER

Green County, Kentucky

Map

Coordinates:
+37.22639, -85.67750
37°13'35" N, 85°40'39" W

Facts

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

Name:	KY-88 over LITTLE BARREN RIVER
Structure number:	044B00016N
Old structure number:	0440088B0016 `(from 1992 edition)`
Location:	.20 MI EAST OF HART CL
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	265.1 ft. `[80.8 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1953
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:	5
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: October 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	1,069 `[as of 2015]`
Truck traffic:	17% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	61.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Good	Good	Satisfactory	1069	61.6
October 2016	Fair	Good	Good	Satisfactory	1069	64.1
October 2014	Good	Good	Good	Good	1023	64.2
October 2013	Good	Good	Good	Good	914	66.4
January 2013	Good	Good	Good	Good	1100	64.1
October 2011	Poor	Poor	Good	Good	1070	63.3
October 2009	Fair	Satisfactory	Good	Good	1050	66.5
October 2007	Fair	Satisfactory	Good	Good	1120	66.3
October 2005	Fair	Satisfactory	Good	Good	1100	66.4
October 2003	Good	Good	Good	Good	735	70.2
October 2001	Good	Good	Good	Good	735	70.2
October 1999	Fair	Good	Good	Satisfactory	735	70.2
October 1997	Fair	Good	Good	Satisfactory	735	70.2
October 1995	Fair	Good	Good	Satisfactory	337	69.3
October 1993	Good	Good	Good	Good	337	76.6
October 1991	Good	Good	Good	Good	337	76.6

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	1,030	30	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	6,360	0	6,360	0	0
Wearing Surfaces	sq. ft.	5,830	5,830	0	0	0
Substructure
Reinforced Concrete Column	each	8	0	8	0	0
Reinforced Concrete Abutment	linear ft.	80	80	0	0	0
Reinforced Concrete Pier Cap	linear ft.	96	0	92	4	0
Joints
Assembly with Seal	each	24	24	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	528	308	220	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/1211794