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KY-1208 over LEFT FK OF MIDDLE FORK

Elliott County, Kentucky

Map

Coordinates:
+38.03444, -83.09472
38°02'04" N, 83°05'41" W

Facts

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

Name:	KY-1208 over LEFT FK OF MIDDLE FORK
Structure number:	032B00024N
Old structure number:	0321208B0024 `(from 1992 edition)`
Location:	1.6 MI SOU. OF JCT KY 719
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	24.9 ft. `[7.6 m]`
Roadway width between curbs:	14.8 ft. `[4.5 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Skew angle:	8°
Owner:	State Highway Agency `[01]`
Year built:	1982
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	165 `[as of 2016]`
Truck traffic:	7% of total traffic
Deck condition:	Poor `[4 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]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	59.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$50,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Poor	Poor	Fair	Satisfactory	165	59.1
August 2015	Fair	Fair	Fair	Satisfactory	240	60.3
August 2013	Fair	Satisfactory	Fair	Satisfactory	240	61.3
August 2011	Fair	Good	Fair	Satisfactory	142	63.4
August 2009	Fair	Fair	Fair	Satisfactory	202	61.7
August 2007	Fair	Satisfactory	Fair	Satisfactory	194	62.8
August 2005	Fair	Satisfactory	Fair	Satisfactory	267	60.5
July 2003	Fair	Satisfactory	Fair	Satisfactory	195	60.7
October 1999	Fair	Good	Fair	Satisfactory	195	58.6
October 1997	Fair	Good	Satisfactory	Satisfactory	195	72.2
September 1996	Fair	Good	Satisfactory	Satisfactory	195	70.1
August 1995	Fair	Good	Satisfactory	Satisfactory	192	72.5
August 1994	Fair	Good	Good	Satisfactory	192	73.5
August 1993	Fair	Good	Good	Satisfactory	192	73.5
September 1992	Good	Very Good	Good	Good	192	70.5
August 1991	Good	Good	Good	Good	192	70.5

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
Steel Girder/Beam	linear ft.	175	69	40	66	0
Steel Protective Coating	sq. ft.	992	582	210	150	50
Substructure
Reinforced Concrete Abutment	linear ft.	62	41	21	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	400	192	150	50	8
Wearing Surfaces	sq. ft.	374	0	374	0	0
Steel Protective Coating	sq. ft.	400	192	150	50	8
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	50	0	35	15	0
Steel Protective Coating	sq. ft.	250	0	250	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/1210312