KY-39 over BR OF GILBERTS CREEK

Map

Coordinates:
+37.56944, -84.54583
37°34'10" N, 84°32'45" W

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

Name:	KY-39 over BR OF GILBERTS CREEK
Structure number:	040B00006N
Old structure number:	0400039B0006 `(from 1992 edition)`
Location:	2.78 Mi N of Lincoln CL
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	32.8 ft. `[10.0 m]`
Total length:	38.1 ft. `[11.6 m]`
Roadway width between curbs:	19.4 ft. `[5.9 m]`
Deck width edge-to-edge:	22.0 ft. `[6.7 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1927
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	1,181 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 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 desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	55.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$155,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Satisfactory	1181	55.9
November 2017	Fair	Satisfactory	Fair	Satisfactory	1181	55.9
November 2015	Fair	Satisfactory	Fair	Satisfactory	1250	55.8
November 2013	Fair	Satisfactory	Fair	Satisfactory	1250	55.8
November 2011	Fair	Satisfactory	Fair	Fair	1390	55.6
November 2010	Fair	Fair	Fair	Fair	1410	54.5
November 2009	Fair	Fair	Fair	Fair	1420	54.5
November 2008	Fair	Fair	Fair	Fair	1320	50.2
November 2007	Poor	Fair	Poor	Fair	1320	35.9
November 2005	Poor	Fair	Poor	Fair	1547	35.3
November 2003	Poor	Fair	Poor	Fair	1461	35.1
November 2001	Poor	Fair	Poor	Satisfactory	1461	35.1
November 2000	Poor	Fair	Poor	Satisfactory	1461	35.1
November 1999	Poor	Fair	Poor	Satisfactory	1461	35.1
November 1998	Poor	Fair	Poor	Satisfactory	1461	35.1
November 1996	Poor	Fair	Poor	Satisfactory	1074	36.1
November 1995	Poor	Fair	Poor	Satisfactory	1070	36.1
November 1994	Fair	Fair	Fair	Good	1070	42.0
November 1993	Fair	Fair	Fair	Good	1070	42.0
November 1991	Fair	Fair	Satisfactory	Good	818	50.0

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.	152	103	36	13	0
Deck
Reinforced Concrete Top Flange	sq. ft.	829	823	6	0	0
Wearing Surfaces	sq. ft.	734	734	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	101	92	9	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	76	76	0	0	0
Steel Protective Coating	sq. ft.	380	380	0	0	0