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KY-187 over WHETSTONE CREEK

Edmonson County, Kentucky

Map

Coordinates:
+37.27806, -86.37833
37°16'41" N, 86°22'42" W

Facts

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

Name:	KY-187 over WHETSTONE CREEK
Structure number:	031B00019N
Old structure number:	0310187B0019 `(from 1992 edition)`
Location:	.4 MI S OF S-JCT KY 238
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	53.2 ft. `[16.2 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.3 ft. `[6.2 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:	2
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: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	984 `[as of 2016]`
Truck traffic:	14% of total traffic
Deck condition:	Fair `[5 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:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	64.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$134,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Fair	Fair	Satisfactory	984	64.6
June 2016	Fair	Fair	Fair	Satisfactory	997	64.6
November 2015	Fair	Fair	Fair	Satisfactory	997	64.6
June 2014	Fair	Fair	Fair	Satisfactory	997	64.6
May 2012	Fair	Fair	Fair	Good	1200	64.3
November 2011	Fair	Fair	Fair	Good	1180	64.4
November 2010	Fair	Fair	Satisfactory	Good	1160	75.7
November 2009	Fair	Satisfactory	Satisfactory	Good	1140	76.7
November 2008	Fair	Satisfactory	Satisfactory	Good	1130	76.7
June 2006	Fair	Satisfactory	Good	Good	1130	77.5
May 2004	Good	Good	Very Good	Good	928	77.6
June 2000	Good	Good	Very Good	Good	1027	77.5
July 1998	Good	Good	Very Good	Good	1027	77.5
June 1996	Good	Good	Very Good	Good	1027	77.5
July 1994	Good	Good	Very Good	Good	629	77.7
June 1992	Good	Good	Very Good	Very Good	629	77.7
June 1990	Good	Very Good	Good	Very Good	629	76.1

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.	206	172	20	14	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,081	897	100	84	0
Wearing Surfaces	sq. ft.	1,017	844	173	0	0
Substructure
Reinforced Concrete Column	each	2	0	2	0	0
Reinforced Concrete Abutment	linear ft.	86	0	86	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	42	42	0	0	0
Reinforced Concrete Pier Cap	linear ft.	21	0	21	0	0
Joints
Pourable Joint	linear ft.	2	2	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	107	0	107	0	0
Steel Protective Coating	sq. ft.	535	535	0	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/1210275