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LICKLEY ROAD over NEWTON DRAIN

Hillsdale County, Michigan

Map

Coordinates:
+41.74417, -84.45762
41°44'39" N, 84°27'27" W

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Facts

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

Name:	LICKLEY ROAD over NEWTON DRAIN
Structure number:	000000000003370
Old structure number:	30328A00015B010 `(from 1992 edition)`
Location:	0.3 MI N OF HARTLEY RD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	24.9 ft. `[7.6 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1920
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: November 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	50 `[as of 2014]`
Deck condition:	Serious `[3 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	34.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$100,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Poor	Serious	Serious	Fair	50	34.9
November 2017	Poor	Serious	Serious	Fair	50	34.9
November 2016	Poor	Serious	Serious	Fair	50	34.9
November 2015	Poor	Serious	Serious	Fair	50	34.9
November 2014	Poor	Serious	Serious	Fair	50	34.9
November 2013	Poor	Serious	Serious	-	41	35.0
November 2012	Poor	Serious	Serious	Fair	41	35.0
November 2011	Poor	Poor	Serious	Fair	41	37.0
November 2009	Poor	Poor	Poor	Fair	41	37.0
November 2008	Poor	Poor	Poor	Fair	41	37.0
November 2006	Poor	Poor	Poor	Fair	41	37.0
January 2005	Poor	Poor	Poor	Fair	54	36.9
October 2002	Poor	Poor	Poor	Fair	54	36.9
October 2000	Poor	Poor	Poor	Fair	44	37.0
November 1998	Poor	Poor	Poor	Fair	44	37.0
October 1996	Poor	Poor	Poor	Satisfactory	40	37.0
November 1994	Good	Good	Good	Good	40	51.4
November 1992	Good	Good	Good	Good	40	51.4
November 1990	Good	Good	Good	Good	40	51.4

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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