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LICK FORD RD over LICK FK NEWCOMBE CREEK

Elliott County, Kentucky

Map

Coordinates:
+38.03556, -83.02278
38°02'08" N, 83°01'22" W

Facts

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

Name:	LICK FORD RD over LICK FK NEWCOMBE CREEK
Structure number:	032C00008N
Location:	.5 MI S OF JCT KY 32
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	27.2 ft. `[8.3 m]`
Total length:	30.2 ft. `[9.2 m]`
Roadway width between curbs:	19.4 ft. `[5.9 m]`
Deck width edge-to-edge:	20.3 ft. `[6.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1960
Year reconstructed:	2016
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	63 `[as of 2009]`
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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	59.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$65,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Good	Satisfactory	Fair	63	59.7
December 2016	Fair	Good	Satisfactory	Fair	70	59.6
December 2015	Fair	Fair	Satisfactory	Fair	70	7.9
December 2014	Fair	Fair	Satisfactory	Fair	70	7.9
December 2013	Fair	Fair	Satisfactory	Fair	70	7.9
December 2012	Fair	Satisfactory	Satisfactory	Fair	70	11.1
December 2011	Fair	Satisfactory	Satisfactory	Fair	70	11.1
December 2010	Fair	Good	Satisfactory	Fair	70	11.1
December 2009	Fair	Good	Satisfactory	Fair	70	15.7
December 2008	Poor	Fair	Poor	Fair	70	13.6
December 2007	Fair	Fair	Fair	Fair	70	13.6
December 2004	Fair	Satisfactory	Fair	Fair	49	17.6

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
Steel Girder/Beam	linear ft.	265	0	240	25	0
Deck
Reinforced Concrete Deck	sq. ft.	726	726	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	67	63	4	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	34	0	34	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	60	60	0	0	0
Steel Protective Coating	sq. ft.	302	302	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/1210328