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STEPP BR BOTTOM over COLDWATER FORK

Martin County, Kentucky

Map

Coordinates:
+37.85111, -82.52000
37°51'04" N, 82°31'12" W

Facts

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

Name:	STEPP BR BOTTOM over COLDWATER FORK
Structure number:	080C00034N
Location:	.1 MI W OF KY 908
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	49.9 ft. `[15.2 m]`
Roadway width between curbs:	16.4 ft. `[5.0 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Owner:	County Highway Agency `[02]`
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]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	188 `[as of 2011]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	71.2
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$112,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Satisfactory	Satisfactory	Satisfactory	188	71.2
August 2017	Fair	Good	Good	Satisfactory	100	79.6
August 2016	Fair	Good	Good	Satisfactory	100	79.6
August 2015	Fair	Good	Good	Satisfactory	100	79.6
August 2014	Fair	Good	Good	Satisfactory	100	79.6
August 2013	Fair	Good	Good	Satisfactory	100	60.8
August 2012	Fair	Good	Good	Satisfactory	100	60.8
August 2011	Fair	Good	Good	Satisfactory	100	60.8
August 2010	Fair	Good	Good	Satisfactory	100	60.8
August 2009	Fair	Good	Good	Satisfactory	100	60.8
August 2008	Good	Good	Very Good	Very Good	100	79.6
November 2007	Good	Good	Very Good	Very Good	100	79.6
August 2005	Good	Good	Very Good	Very Good	100	80.9

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.	300	270	30	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	900	855	45	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	48	0	48	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	98	98	0	0	0
Steel Protective Coating	sq. ft.	490	490	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/1216821