TWP 757 over S BR WILD RICE RIVER

Map

Coordinates:
+47.09988, -96.19443
47°05'60" N, 96°11'40" W

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

Name:	TWP 757 over S BR WILD RICE RIVER
Structure number:	03508
Location:	0.5 MI S OF JCT CSAH 18
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	61.4 ft. `[18.7 m]`
Roadway width between curbs:	28.9 ft. `[8.8 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1992
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	50 `[as of 1969]`
Deck condition:	Very Good `[8 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:	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 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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	98.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Very Good	Very Good	Good	50	98.0
September 2016	Good	Very Good	Very Good	Good	50	98.0
September 2014	Good	Very Good	Very Good	Good	50	98.0
September 2013	Good	Very Good	Very Good	Good	50	98.0
July 2012	Good	Very Good	Very Good	Good	50	98.0
November 2010	Good	Very Good	Very Good	Good	50	98.0
August 2008	Good	Very Good	Very Good	Good	50	98.0
September 2006	Good	Very Good	Very Good	Good	50	100.0
October 2005	Good	Very Good	Very Good	Very Good	50	100.0
October 2004	Good	Very Good	Very Good	Very Good	50	100.0
November 2003	Good	Very Good	Very Good	Very Good	50	100.0
November 2002	Good	Very Good	Very Good	Very Good	50	100.0
October 2001	Good	Very Good	Very Good	Very Good	50	100.0
December 2000	Good	Very Good	Very Good	Very Good	50	99.0
November 1999	Good	Very Good	Very Good	Very Good	50	99.0
October 1998	Good	Very Good	Very Good	Very Good	50	99.0
October 1997	Good	Very Good	Very Good	Very Good	50	98.0
November 1996	Good	Very Good	Very Good	Very Good	50	98.0
January 1996	Good	Excellent	Excellent	Excellent	50	98.0
February 1995	Good	Excellent	Excellent	Excellent	50	98.0
December 1993	Good	Excellent	Excellent	Excellent	50	98.0
December 1992	Good	Excellent	Excellent	Excellent	50	98.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,586	1,572	14	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	1,972	1,972	0	0	0
Wearing Surfaces	sq. ft.	1,776	1,776	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	101	101	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	121	0	121	0	0