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OLD RAILROAD GRADE over EAST FORK OF BACK CREEK

Garrard County, Kentucky

Map

Coordinates:
+37.59861, -84.47722
37°35'55" N, 84°28'38" W

Facts

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

Name:	OLD RAILROAD GRADE over EAST FORK OF BACK CREEK
Structure number:	040C00009N
Location:	1 MI N OF JCT W/KY 52
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	26.6 ft. `[8.1 m]`
Total length:	58.4 ft. `[17.8 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1974
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	262 `[as of 2006]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	31.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$151,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Fair	Satisfactory	Fair	262	31.8
November 2017	Fair	Fair	Satisfactory	Fair	262	31.8
November 2016	Fair	Fair	Satisfactory	Fair	262	27.0
November 2015	Fair	Fair	Satisfactory	Fair	262	27.0
November 2014	Fair	Satisfactory	Satisfactory	Fair	262	28.0
November 2013	Fair	Satisfactory	Satisfactory	Fair	262	28.0
November 2012	Fair	Satisfactory	Satisfactory	Fair	262	28.0
November 2011	Fair	Satisfactory	Satisfactory	Fair	262	28.0
November 2010	Fair	Satisfactory	Satisfactory	Fair	262	28.0
November 2009	Fair	Satisfactory	Satisfactory	Fair	262	28.0
November 2008	Fair	Satisfactory	Satisfactory	Fair	262	28.0
October 2007	Fair	Satisfactory	Satisfactory	Fair	263	28.0
November 2005	Fair	Satisfactory	Satisfactory	Fair	152	28.1

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.	410	0	410	0	0
Steel Protective Coating	sq. ft.	1,272	0	0	294	978
Substructure
Masonry Pier Wall	linear ft.	15	10	0	5	0
Masonry Abutment	linear ft.	78	20	33	25	0
Reinforced Concrete Pier Cap	linear ft.	15	15	0	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	819	399	300	120	0
Wearing Surfaces	sq. ft.	790	0	786	0	4
Steel Protective Coating	sq. ft.	819	0	0	819	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	117	65	52	0	0
Steel Protective Coating	sq. ft.	585	325	260	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/1211178