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WARNER AVE over BLACK CREEK

Newaygo County, Michigan

Map

Coordinates:
+43.54477, -85.94004
43°32'41" N, 85°56'24" W

Facts

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

Name:	WARNER AVE over BLACK CREEK
Structure number:	000000000007759
Old structure number:	62308H00033B020 `(from 1992 edition)`
Location:	2.7 MI SE AETNA
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	10.8 ft. `[3.3 m]`
Total length:	24.9 ft. `[7.6 m]`
Deck width edge-to-edge:	51.8 ft. `[15.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1988
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:	2
Main spans material:	Concrete `[1]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2000]`
Structural appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	99.9

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
June 2018	Good	7 out of 10	100	99.9
June 2016	Good	7 out of 10	100	99.9
June 2014	Good	7 out of 10	100	99.9
June 2012	Good	7 out of 10	100	99.9
May 2010	Good	7 out of 10	100	81.6
May 2008	Good	7 out of 10	100	78.6
April 2006	Good	7 out of 10	100	78.6
May 2004	Good	7 out of 10	100	78.6
May 2002	-	N out of 10	100	78.6
April 2000	Good	7 out of 10	100	78.6
December 1998	-	-	50	78.6
September 1996	-	N out of 10	50	78.6
October 1994	Good	9 out of 10	50	40.0
July 1992	Good	9 out of 10	50	40.0
February 1990	Good	9 out of 10	50	40.0

© 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/1254379