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KY-85 over POND RIVER

Hopkins County, Kentucky

Map

Coordinates:
+37.39472, -87.30556
37°23'41" N, 87°18'20" W

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Facts

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

Name:	KY-85 over POND RIVER
Structure number:	054B00033N
Old structure number:	0540085B0033 `(from 1992 edition)`
Location:	ON MCLEAN - HOPKINS CL
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	288.1 ft. `[87.8 m]`
Roadway width between curbs:	19.7 ft. `[6.0 m]`
Deck width edge-to-edge:	23.3 ft. `[7.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1933
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:	6
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,828 `[as of 2014]`
Truck traffic:	16% of total traffic
Deck condition:	Good `[7 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:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	65.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$756,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Good	Fair	Fair	1828	65.4
May 2015	Fair	Good	Fair	Fair	1828	65.4
May 2013	Fair	Good	Fair	Fair	1698	65.6
June 2011	Fair	Good	Fair	Fair	1650	64.3
June 2009	Fair	Good	Fair	Fair	1610	64.4
July 2007	Fair	Good	Satisfactory	Fair	1870	64.0
May 2005	Fair	Good	Satisfactory	Fair	1819	64.1
June 2003	Fair	Good	Satisfactory	Fair	1774	64.0
May 2001	Fair	Good	Satisfactory	Fair	1774	64.0
May 1999	Fair	Good	Satisfactory	Fair	1774	64.0
May 1997	Fair	Good	Satisfactory	Fair	1774	64.0
May 1995	Fair	Good	Satisfactory	Fair	1115	64.9
May 1993	Fair	Good	Satisfactory	Fair	1115	64.4
May 1991	Fair	Good	Satisfactory	Fair	1115	62.4

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.	1,152	1,092	50	10	0
Deck
Reinforced Concrete Top Flange	sq. ft.	6,709	6,709	0	0	0
Wearing Surfaces	sq. ft.	5,706	5,186	500	20	0
Substructure
Reinforced Concrete Column	each	10	0	10	0	0
Reinforced Concrete Abutment	linear ft.	80	70	10	0	0
Reinforced Concrete Pier Cap	linear ft.	110	70	20	20	0
Joints
Pourable Joint	linear ft.	120	0	0	0	120
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	576	0	570	6	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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