KY-581 over GEORGES CREEK

Map

Coordinates:
+37.97444, -82.66611
37°58'28" N, 82°39'58" W

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

Name:	KY-581 over GEORGES CREEK
Structure number:	064B00049N
Old structure number:	0640581B0049 `(from 1992 edition)`
Location:	.10 MI EAST OF JCT US 23
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	160.1 ft. `[48.8 m]`
Roadway width between curbs:	19.4 ft. `[5.9 m]`
Deck width edge-to-edge:	19.4 ft. `[5.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1924
Year reconstructed:	1971
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 13.5 / HS 15 `[3]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Open Grating `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	79 `[as of 2016]`
Truck traffic:	11% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	54.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$460,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Poor	Fair	Poor	Fair	79	54.9
November 2017	Poor	Fair	Poor	Fair	79	54.9
April 2016	Fair	Fair	Fair	Fair	99	70.9
November 2015	Fair	Fair	Fair	Fair	99	70.9
November 2013	Fair	Fair	Fair	Fair	99	70.9
April 2012	Fair	Fair	Fair	Fair	99	70.9
December 2011	Fair	Fair	Fair	Fair	85	71.0
April 2010	Poor	Fair	Poor	Fair	108	45.0
April 2009	Poor	Fair	Poor	Fair	124	44.9
February 2008	Poor	Satisfactory	Poor	Fair	93	62.6
April 2005	Fair	Satisfactory	Satisfactory	Satisfactory	115	72.6
March 2003	Fair	Good	Satisfactory	Satisfactory	135	72.5
February 2001	Fair	Good	Fair	Fair	135	61.4
March 2000	Fair	Good	Satisfactory	Satisfactory	135	72.5
April 1996	Fair	Good	Satisfactory	Satisfactory	135	72.5
February 1994	Fair	Good	Satisfactory	Good	152	72.5
January 1992	Good	Good	Good	Good	152	72.5

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.	300	0	300	0	0
Steel Stringer	linear ft.	1,189	0	0	1,189	0
Steel Protective Coating	sq. ft.	11,889	10,700	0	1,189	0
Deck
Reinforced Concrete Deck	sq. ft.	3,099	2,572	527	0	0
Wearing Surfaces	sq. ft.	3,200	2,672	528	0	0
Superstructure
Steel Truss	linear ft.	200	0	0	200	0
Steel Protective Coating	sq. ft.	40,000	0	0	40,000	0
Steel Floor Beam	linear ft.	189	99	0	90	0
Steel Protective Coating	sq. ft.	3,402	0	0	3,402	0
Steel Gusset Plate	each	14	14	0	0	0
Steel Protective Coating	sq. ft.	112	0	0	112	0
Substructure
Timber Column	each	34	0	14	12	8
Reinforced Concrete Abutment	linear ft.	44	0	44	0	0
Reinforced Concrete Pier Cap	linear ft.	58	0	43	15	0
Deck
Open Grid Deck	sq. ft.	2,000	0	0	2,000	0
Steel Protective Coating	sq. ft.	2,000	0	2,000	0	0
Bearings
Movable Bearing	each	2	0	0	0	2
Steel Protective Coating	sq. ft.	4	0	0	4	0
Fixed Bearing	each	2	0	0	0	2
Steel Protective Coating	sq. ft.	4	0	0	4	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	320	120	200	0	0
Steel Protective Coating	sq. ft.	1,280	0	0	1,280	0