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KY-415 over SMITH CREEK

Clinton County, Kentucky

Map

Coordinates:
+36.69306, -85.09222
36°41'35" N, 85°05'32" W

Facts

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

Name:	KY-415 over SMITH CREEK
Structure number:	027B00029N
Old structure number:	0270415B0029 `(from 1992 edition)`
Location:	.40 MI SE JCT KY 350
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	70.9 ft. `[21.6 m]`
Total length:	73.2 ft. `[22.3 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	216 `[as of 2015]`
Truck traffic:	7% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	82.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Fair	Fair	Satisfactory	216	82.3
December 2015	Fair	Fair	Fair	Satisfactory	261	77.8
December 2013	Fair	Fair	Fair	Good	239	82.3
December 2011	Fair	Satisfactory	Satisfactory	Good	209	94.4
December 2009	Fair	Satisfactory	Satisfactory	Good	205	94.4
December 2007	Fair	Satisfactory	Satisfactory	Good	199	94.4
December 2005	Fair	Satisfactory	Satisfactory	Good	195	94.4
December 2003	Fair	Satisfactory	Satisfactory	Good	191	94.4
December 2001	Fair	Satisfactory	Satisfactory	Good	191	94.4
December 1999	Fair	Satisfactory	Satisfactory	Good	191	94.4
December 1997	Fair	Satisfactory	Satisfactory	Good	191	94.4
December 1995	Fair	Satisfactory	Good	Good	239	91.3
December 1993	Fair	Satisfactory	Very Good	Good	239	91.3
December 1991	Good	Good	Very Good	Very Good	239	91.3

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	490	184	247	57	2
Deck
Prestressed Concrete Top Flange	sq. ft.	2,088	1,278	800	10	0
Wearing Surfaces	sq. ft.	1,869	1,059	800	10	0
Substructure
Reinforced Concrete Abutment	linear ft.	100	69	31	0	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	140	140	0	0	0
Steel Protective Coating	sq. ft.	420	420	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	140	140	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209810