RUESS ROAD over MAPLE RIVER

Map

Coordinates:
+42.97219, -84.24549
42°58'20" N, 84°14'44" W

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

Name:	RUESS ROAD over MAPLE RIVER
Structure number:	000000000009810
Old structure number:	76200068000B010 `(from 1992 edition)`
Location:	3 MI SW OF OWOSSO
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	33.8 ft. `[10.3 m]`
Total length:	74.2 ft. `[22.6 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	30.5 ft. `[9.3 m]`
Skew angle:	6°
Owner:	County Highway Agency `[02]`
Year built:	1963
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:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	910 `[as of 2011]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	80.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Good	Satisfactory	910	80.7
April 2016	Fair	Satisfactory	Good	Satisfactory	910	80.7
April 2014	Fair	Satisfactory	Good	Satisfactory	660	86.3
April 2012	Good	Good	Good	Very Good	660	87.3
April 2010	Fair	Good	Fair	Very Good	660	76.3
March 2008	Good	Good	Good	Very Good	660	87.3
March 2006	Fair	Satisfactory	Very Good	Very Good	660	87.3
March 2004	Good	Good	Very Good	Very Good	660	87.3
April 2002	Good	Good	Very Good	Very Good	660	87.3
April 2000	Good	Good	Very Good	Very Good	660	88.3
April 1998	Good	Good	Very Good	Very Good	660	93.3
May 1996	Good	Good	Very Good	Very Good	660	88.3
September 1994	Good	Good	Very Good	Very Good	660	75.2
July 1992	Good	Good	Good	Good	660	77.6
August 1990	Good	Very Good	Good	Very Good	533	88.9