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KY-92 over WOLF CREEK

McCreary County, Kentucky

Map

Coordinates:
+36.73056, -84.54694
36°43'50" N, 84°32'49" W

Facts

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

Name:	KY-92 over WOLF CREEK
Structure number:	074B00008N
Old structure number:	0740092B0008 `(from 1992 edition)`
Location:	.35 MI NW OF JCT KY 1363
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	151.9 ft. `[46.3 m]`
Roadway width between curbs:	21.7 ft. `[6.6 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1941
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:	4
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: February 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	497 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	73.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$454,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Fair	Satisfactory	Satisfactory	497	73.3
February 2016	Fair	Fair	Good	Satisfactory	569	78.1
February 2014	Fair	Fair	Good	Satisfactory	595	78.1
February 2012	Fair	Fair	Good	Satisfactory	580	78.1
February 2010	Fair	Fair	Good	Good	625	78.0
March 2008	Fair	Fair	Good	Good	695	77.9
February 2006	Fair	Fair	Good	Very Good	671	78.0
February 2004	Fair	Satisfactory	Good	Very Good	570	79.0
February 2002	Good	Good	Good	Very Good	570	79.0
February 2000	Good	Good	Good	Very Good	570	71.9
February 1998	Good	Good	Good	Very Good	570	76.0
February 1996	Good	Good	Good	Very Good	630	75.9
February 1994	Good	Good	Good	Very Good	1308	70.6
February 1992	Good	Good	Good	Very Good	1308	70.6
February 1990	Good	Good	Good	Very Good	1308	70.6

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 Closed Web/Box Girder	linear ft.	608	588	18	2	0
Deck
Reinforced Concrete Deck	sq. ft.	3,648	729	2,554	365	0
Wearing Surfaces	sq. ft.	3,350	454	2,554	342	0
Substructure
Reinforced Concrete Column	each	6	4	2	0	0
Reinforced Concrete Abutment	linear ft.	58	29	24	5	0
Reinforced Concrete Pier Cap	linear ft.	66	40	19	7	0
Joints
Strip Seal Joint	linear ft.	72	0	0	72	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	40	40	0	0	0
Steel Protective Coating	sq. ft.	160	160	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	304	0	276	28	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/1216071