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KY-1044 over MARSH CREEK

McCreary County, Kentucky

Map

Coordinates:
+36.68611, -84.34694
36°41'10" N, 84°20'49" W

Facts

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

Name:	KY-1044 over MARSH CREEK
Structure number:	074B00023N
Old structure number:	0741044B0023 `(from 1992 edition)`
Location:	2 MI NW OF E-JCT KY 92
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	73.2 ft. `[22.3 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	23.3 ft. `[7.1 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1976
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 Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	447 `[as of 2015]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	24.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Poor	Satisfactory	Poor	Satisfactory	447	24.5
February 2017	Poor	Satisfactory	Poor	Satisfactory	447	24.5
February 2016	Poor	Fair	Poor	Satisfactory	501	23.2
February 2015	Poor	Poor	Poor	Satisfactory	554	20.7
February 2014	Poor	Poor	Poor	Satisfactory	501	21.7
February 2013	Poor	Poor	Poor	Good	595	21.4
February 2012	Poor	Poor	Poor	Good	634	21.3
February 2010	Fair	Fair	Fair	Good	650	70.2
February 2008	Fair	Fair	Fair	Good	694	70.2
February 2006	Fair	Satisfactory	Satisfactory	Good	541	83.8
February 2004	Fair	Satisfactory	Satisfactory	Good	126	88.5
February 2002	Good	Good	Good	Good	126	88.5
February 2000	Good	Good	Good	Good	126	84.5
February 1998	Good	Good	Very Good	Good	126	83.5
February 1996	Good	Good	Very Good	Good	126	83.5
February 1994	Good	Good	Very Good	Good	99	92.0
February 1992	Good	Good	Very Good	Good	99	92.0
February 1990	Good	Good	Very Good	Very Good	99	92.0

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.	560	339	56	50	115
Deck
Prestressed Concrete Top Flange	sq. ft.	1,631	1,631	0	0	0
Wearing Surfaces	sq. ft.	1,545	1,305	240	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	47	23	24	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.	700	700	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/1216080