KY-368 over MORGADORE BRANCH

Map

Coordinates:
+38.38417, -84.84111
38°23'03" N, 84°50'28" W

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

Name:	KY-368 over MORGADORE BRANCH
Structure number:	094B00013N
Old structure number:	0940368B0013 `(from 1992 edition)`
Location:	.40 MI EAST OF JCT US 127
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	78.1 ft. `[23.8 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.6 ft. `[8.4 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1940
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	295 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	75.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Satisfactory	Fair	295	75.7
April 2015	Fair	Satisfactory	Satisfactory	Fair	295	75.7
April 2013	Fair	Satisfactory	Satisfactory	Fair	356	75.6
April 2011	Fair	Satisfactory	Satisfactory	Fair	336	75.6
April 2009	Fair	Satisfactory	Satisfactory	Fair	334	75.6
June 2007	Fair	Good	Satisfactory	Good	383	86.6
June 2005	Fair	Good	Satisfactory	Good	383	86.6
April 2003	Good	Very Good	Very Good	Good	343	86.7
April 2001	Good	Very Good	Very Good	Good	343	86.7
March 1999	Good	Very Good	Very Good	Good	343	86.7
April 1997	Good	Very Good	Very Good	Good	283	86.7
March 1995	Good	Very Good	Very Good	Good	209	90.8
May 1993	Good	Very Good	Very Good	Good	209	90.8
March 1991	Good	Very Good	Very Good	Good	209	90.8

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.	390	382	8	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,152	2,118	34	0	0
Wearing Surfaces	sq. ft.	1,876	1,754	122	0	0
Substructure
Reinforced Concrete Column	each	3	1	2	0	0
Reinforced Concrete Abutment	linear ft.	142	131	11	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	28	0	28	0	0
Reinforced Concrete Pier Cap	linear ft.	28	4	22	2	0
Joints
Pourable Joint	linear ft.	34	0	7	0	27
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	156	146	6	4	0