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COURT STREET over AUGRES RIVER

Arenac County, Michigan

Map

Coordinates:
+44.10871, -83.69618
44°06'31" N, 83°41'46" W

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Facts

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

Name:	COURT STREET over AUGRES RIVER
Structure number:	000000000000475
Old structure number:	06311H00019B010 `(from 1992 edition)`
Location:	0.2 MI S OF TWINING
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	89.9 ft. `[27.4 m]`
Total length:	94.8 ft. `[28.9 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	1925
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Concrete `[1]`
Main span design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	145 `[as of 1998]`
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	66.9
Estimated cost of work:	$6,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Poor	Fair	Fair	145	66.9
August 2017	Poor	Poor	Poor	Fair	145	50.9
August 2016	Poor	Poor	Poor	Fair	145	50.9
August 2014	Fair	Fair	Satisfactory	Satisfactory	145	63.2
August 2012	Fair	Fair	Satisfactory	Satisfactory	145	63.2
August 2010	Fair	Fair	Satisfactory	Satisfactory	145	63.2
October 2008	Fair	Fair	Satisfactory	Satisfactory	145	63.2
October 2006	Fair	Fair	Satisfactory	Satisfactory	145	62.2
November 2004	Fair	Fair	Good	Good	145	62.2
November 2002	Fair	Satisfactory	Satisfactory	Good	145	63.2
December 2000	Good	Good	Good	Good	145	63.2
June 1998	Good	Good	Good	Good	145	64.7
August 1996	Poor	Poor	Satisfactory	Satisfactory	90	71.2
March 1994	Poor	Poor	Satisfactory	Satisfactory	90	74.5
April 1992	Poor	Poor	Satisfactory	Satisfactory	90	74.5
January 1990	Poor	Poor	Satisfactory	Satisfactory	90	74.5

© 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/1247658