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KY-1350 over LOWER ISLAND CREEK

Owsley County, Kentucky

Map

Coordinates:
+37.37694, -83.69361
37°22'37" N, 83°41'37" W

Facts

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

Name:	KY-1350 over LOWER ISLAND CREEK
Structure number:	095B00028N
Old structure number:	0951350B0028 `(from 1992 edition)`
Location:	.05 MI SOU. OF JCT KY 846
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	30.8 ft. `[9.4 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.3 ft. `[6.2 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	160 `[as of 2016]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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 corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	57.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$79,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Good	Good	Satisfactory	160	57.0
March 2016	Fair	Good	Satisfactory	Satisfactory	160	64.4
March 2014	Fair	Good	Satisfactory	Satisfactory	160	64.4
March 2012	Fair	Good	Satisfactory	Good	194	64.2
March 2010	Fair	Fair	Satisfactory	Good	178	76.3
March 2008	Fair	Fair	Good	Good	163	76.3
March 2006	Fair	Fair	Good	Good	249	76.1
May 2004	Fair	Fair	Good	Good	204	76.1
March 2000	Good	Good	Good	Good	204	77.1
April 1998	Good	Good	Good	Good	204	77.1
April 1996	Good	Good	Good	Good	204	77.1
April 1994	Good	Good	Good	Good	144	74.6
March 1992	Good	Good	Very Good	Good	144	74.6
March 1990	Good	Good	Good	Good	144	74.6

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.	210	198	8	4	0
Deck
Prestressed Concrete Top Flange	sq. ft.	627	627	0	0	0
Wearing Surfaces	sq. ft.	592	592	0	0	0
Substructure
Masonry Abutment	linear ft.	49	35	14	0	0
Reinforced Concrete Pier Cap	linear ft.	49	49	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	60	30	30	0	0
Steel Protective Coating	sq. ft.	300	150	150	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/1218157