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LICKERT RD over TRIB- BRUSH CREEK

Campbell County, Kentucky

Map

Coordinates:
+38.92750, -84.37361
38°55'39" N, 84°22'25" W

Facts

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

Name:	LICKERT RD over TRIB- BRUSH CREEK
Structure number:	019C00065N
Location:	.6 MI W. JCT KY 1121
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	25.9 ft. `[7.9 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	22.6 ft. `[6.9 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	5°
Owner:	County Highway Agency `[02]`
Year built:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
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: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	535 `[as of 2016]`
Truck traffic:	8% 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:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	82.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Good	Good	Satisfactory	535	82.8
January 2016	Fair	Good	Good	Satisfactory	483	82.8
January 2014	Fair	Good	Good	Satisfactory	483	82.8
January 2012	Fair	Good	Good	Satisfactory	-	96.0
March 2010	Good	Good	Good	Good	595	82.8
March 2008	Good	Good	Good	Good	595	82.8
April 2006	Good	Very Good	Very Good	Very Good	400	82.9

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.	180	178	2	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	715	715	0	0	0
Wearing Surfaces	sq. ft.	676	676	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	46	46	0	0	0
Masonry Abutment	linear ft.	17	13	4	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	9	0	9	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	60	58	0	0	2
Steel Protective Coating	sq. ft.	300	300	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/1208765