NORTH ALLIS HWY over RAINY RIVER

Map

Coordinates:
+45.40880, -84.17912
45°24'32" N, 84°10'45" W

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

Name:	NORTH ALLIS HWY over RAINY RIVER
Structure number:	000000000008975
Old structure number:	71200012000B010 `(from 1992 edition)`
Location:	4 MI NE OF ONAWAY
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	38.7 ft. `[11.8 m]`
Total length:	109.9 ft. `[33.5 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	37.4 ft. `[11.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1948
Year reconstructed:	2007
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:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,000 `[as of 2007]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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:	Equal to present desirable criteria `[8]`
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 foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	98.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Good	Good	1000	98.4
September 2015	Good	Good	Good	Good	1000	98.4
September 2013	Good	Good	Very Good	Good	1000	98.4
September 2011	Good	Very Good	Very Good	Good	1000	98.4
September 2009	Good	Very Good	Very Good	Good	1000	98.4
November 2007	Good	Excellent	Excellent	Good	1000	95.4
April 2005	Poor	Poor	Critical	Satisfactory	830	6.0
April 2003	Poor	Fair	Poor	Good	830	41.7
April 2001	Fair	Fair	Satisfactory	Good	830	65.5
January 1999	Fair	Fair	Satisfactory	Good	830	65.5
October 1996	Fair	Fair	Satisfactory	Good	830	65.5
July 1994	Fair	Fair	Satisfactory	Good	830	70.7
May 1992	Fair	Fair	Satisfactory	Good	830	70.7
November 1989	Fair	Fair	Satisfactory	Very Good	830	70.7