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KY-90 over DUTCH CREEK

Cumberland County, Kentucky

Map

Coordinates:
+36.81833, -85.44833
36°49'06" N, 85°26'54" W

Facts

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

Name:	KY-90 over DUTCH CREEK
Structure number:	029B00020N
Old structure number:	0290090B0020 `(from 1992 edition)`
Location:	.35 MI EAST OF JCT KY 100
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	151.9 ft. `[46.3 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1942
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: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	2,989 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 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:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	51.9
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$494,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Fair	Fair	Satisfactory	2989	51.9
March 2016	Fair	Fair	Fair	Satisfactory	2636	55.7
March 2014	Fair	Fair	Fair	Satisfactory	2636	55.7
March 2012	Fair	Fair	Fair	Good	3240	52.9
March 2010	Fair	Fair	Fair	Good	3200	53.1
March 2008	Fair	Fair	Fair	Good	3240	52.9
March 2006	Fair	Fair	Fair	Good	3371	52.6
March 2004	Fair	Satisfactory	Fair	Good	3247	54.0
March 2002	Fair	Satisfactory	Satisfactory	Good	3247	65.4
March 2000	Fair	Satisfactory	Satisfactory	Good	3247	65.4
March 1998	Fair	Satisfactory	Satisfactory	Good	3247	62.4
March 1996	Good	Good	Good	Good	3247	62.4
March 1994	Good	Good	Good	Good	2185	66.3
March 1992	Good	Good	Good	Good	2185	66.3
March 1990	Good	Good	Good	Good	2185	66.3

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 Girder/Beam	linear ft.	560	500	36	24	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,937	2,473	1,400	64	0
Wearing Surfaces	sq. ft.	3,643	2,445	1,158	40	0
Substructure
Reinforced Concrete Column	each	6	2	3	1	0
Reinforced Concrete Abutment	linear ft.	64	47	14	3	0
Reinforced Concrete Pier Cap	linear ft.	84	52	20	12	0
Joints
Pourable Joint	linear ft.	63	0	25	32	6
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	280	231	44	5	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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