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KY-78 over BAUGHMAN CREEK @HUSTONVL

Lincoln County, Kentucky

Map

Coordinates:
+37.47167, -84.82111
37°28'18" N, 84°49'16" W

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Facts

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

Name:	KY-78 over BAUGHMAN CREEK @HUSTONVL
Structure number:	069B00025N
Old structure number:	0690078B0025 `(from 1992 edition)`
Location:	.07 MI EAST OF JCT US 127
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	65.9 ft. `[20.1 m]`
Roadway width between curbs:	21.7 ft. `[6.6 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
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:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	1,284 `[as of 2015]`
Truck traffic:	9% 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:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	67.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$198,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Fair	Satisfactory	1284	67.5
April 2016	Fair	Satisfactory	Fair	Satisfactory	1284	68.3
April 2014	Fair	Satisfactory	Fair	Satisfactory	1403	68.2
April 2012	Good	Good	Good	Good	1550	79.3
April 2010	Good	Good	Good	Good	1370	79.3
April 2008	Good	Good	Good	Good	1510	79.3
April 2006	Good	Good	Good	Good	1479	79.3
April 2004	Good	Good	Good	Good	1550	79.3
April 2000	Good	Good	Good	Good	1550	77.3
April 1998	Good	Good	Good	Good	1550	77.3
April 1996	Good	Good	Good	Good	1550	73.2
April 1994	Good	Good	Good	Good	902	74.9
April 1992	Good	Good	Good	Good	902	74.9
April 1990	Good	Good	Good	Good	902	74.9

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.	264	240	12	12	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,579	1,484	25	70	0
Wearing Surfaces	sq. ft.	1,436	1,346	20	70	0
Substructure
Reinforced Concrete Column	each	2	1	1	0	0
Reinforced Concrete Abutment	linear ft.	106	89	5	12	0
Reinforced Concrete Pier Cap	linear ft.	23	0	13	10	0
Joints
Pourable Joint	linear ft.	22	0	0	22	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	30	30	0	0	0
Steel Protective Coating	sq. ft.	120	120	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	132	0	132	0	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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