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KY-1350 over LEFT FORK ISLAND CREEK

Owsley County, Kentucky

Map

Coordinates:
+37.36639, -83.76833
37°21'59" N, 83°46'06" W

Facts

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

Name:	KY-1350 over LEFT FORK ISLAND CREEK
Structure number:	095B00029N
Old structure number:	0951350B0029 `(from 1992 edition)`
Location:	.05 MI S OF JCT KY 1503
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.3 ft. `[6.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1969
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	261 `[as of 2017]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	55.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$82,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Good	Satisfactory	Fair	261	55.3
March 2016	Fair	Good	Satisfactory	Fair	315	56.3
March 2014	Fair	Good	Fair	Fair	358	56.2
March 2012	Fair	Good	Fair	Fair	346	56.2
March 2010	Poor	Fair	Poor	Fair	394	41.4
March 2008	Fair	Satisfactory	Satisfactory	Satisfactory	374	74.2
March 2006	Fair	Satisfactory	Satisfactory	Satisfactory	390	74.2
May 2004	Fair	Satisfactory	Satisfactory	Satisfactory	367	74.0
March 2000	Fair	Satisfactory	Good	Satisfactory	367	74.0
April 1998	Fair	Satisfactory	Good	Satisfactory	367	74.0
April 1996	Fair	Good	Good	Satisfactory	522	73.7
April 1994	Fair	Satisfactory	Satisfactory	Good	404	71.7
March 1992	Fair	Satisfactory	Good	Good	404	72.7
March 1990	Good	Good	Very Good	Good	404	72.7

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.	224	205	4	0	15
Deck
Prestressed Concrete Top Flange	sq. ft.	654	654	0	0	0
Wearing Surfaces	sq. ft.	617	617	0	0	0
Substructure
Masonry Abutment	linear ft.	76	64	4	8	0
Reinforced Concrete Pier Cap	linear ft.	23	23	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	64	64	0	0	0
Steel Protective Coating	sq. ft.	320	320	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/1218158