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KY-1920 over WILSON CREEK

Boyle County, Kentucky

Map

Coordinates:
+37.68194, -84.97528
37°40'55" N, 84°58'31" W

Facts

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

Name:	KY-1920 over WILSON CREEK
Structure number:	011B00037N
Old structure number:	0111920B0037 `(from 1992 edition)`
Location:	.05 MI S OF MERCER CL
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	46.9 ft. `[14.3 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1965
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	568 `[as of 2015]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	Better than present minimum criteria `[7]`
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:	47.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$106,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Poor	Good	Poor	Satisfactory	568	47.6
October 2016	Poor	Good	Poor	Satisfactory	568	44.5
October 2014	Fair	Good	Fair	Satisfactory	624	56.8
October 2012	Fair	Good	Fair	Fair	655	56.7
October 2010	Poor	Satisfactory	Poor	Fair	630	43.3
October 2008	Poor	Satisfactory	Poor	Fair	632	43.3
October 2006	Poor	Satisfactory	Poor	Poor	612	44.7
October 2004	Poor	Satisfactory	Poor	Poor	711	49.3
October 2002	Poor	Satisfactory	Fair	Poor	699	44.3
October 2000	Fair	Satisfactory	Fair	Fair	699	57.8
October 1998	Fair	Good	Satisfactory	Fair	699	57.8
October 1996	Fair	Good	Satisfactory	Satisfactory	699	68.9
October 1994	Fair	Good	Good	Satisfactory	580	73.8
October 1992	Fair	Good	Good	Satisfactory	580	73.8
October 1990	Good	Good	Very Good	Good	580	75.8

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	282	43	0	170	69
Deck
Prestressed Concrete Top Flange	sq. ft.	847	847	0	0	0
Wearing Surfaces	sq. ft.	751	751	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	32	27	0	5	0
Masonry Abutment	linear ft.	29	0	29	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	92	0	91	0	1
Steel Protective Coating	sq. ft.	460	459	0	0	1

© 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/1207827