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LUCE AVE over WHITE RIVER

Newaygo County, Michigan

Map

Coordinates:
+43.58196, -85.92060
43°34'55" N, 85°55'14" W

Facts

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

Name:	LUCE AVE over WHITE RIVER
Structure number:	000000000007775
Old structure number:	62317H00025B010 `(from 1992 edition)`
Location:	1 MI N OF AETNA
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	105.0 ft. `[32.0 m]`
Total length:	177.2 ft. `[54.0 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	31.8 ft. `[9.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	2000
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans 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: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	450 `[as of 2000]`
Truck traffic:	20% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
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:	94.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Very Good	Good	450	94.6
June 2016	Good	Good	Very Good	Good	450	94.6
June 2014	Good	Good	Very Good	Good	450	94.6
June 2012	Good	Good	Very Good	Good	450	94.6
May 2010	Good	Good	Very Good	Good	450	94.6
May 2008	Good	Good	Very Good	Good	450	94.6
May 2006	Good	Good	Very Good	Good	450	94.6
May 2004	Good	Very Good	Very Good	Very Good	450	94.6
May 2002	Good	Excellent	Excellent	Excellent	450	93.6
May 2001	Poor	Critical	Serious	Good	450	44.0
November 1998	Poor	Critical	Serious	Good	200	10.6
September 1996	Poor	Critical	-	Good	200	25.2
May 1996	Poor	Serious	Critical	Poor	200	10.6
October 1994	Poor	Serious	Critical	Poor	200	10.6
July 1992	Poor	Poor	Poor	Poor	100	27.5
February 1990	Poor	Poor	Poor	Poor	100	27.5

© 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/1254396