CSAH 13 over SHELL RIVER

Map

Coordinates:
+46.80728, -94.88924
46°48'26" N, 94°53'21" W

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

Name:	CSAH 13 over SHELL RIVER
Structure number:	29517
Location:	0.6 MI S OF JCT CR 108
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	34.5 ft. `[10.5 m]`
Total length:	103.0 ft. `[31.4 m]`
Roadway width between curbs:	36.7 ft. `[11.2 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1990
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	330 `[as of 2016]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	100.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Very Good	Very Good	Very Good	330	100.0
November 2016	Good	Very Good	Very Good	Very Good	335	98.0
October 2014	Good	Very Good	Very Good	Very Good	335	98.0
October 2012	Good	Very Good	Very Good	Very Good	335	98.0
November 2010	Good	Very Good	Very Good	Very Good	335	98.0
October 2008	Good	Very Good	Very Good	Very Good	335	98.0
October 2006	Good	Very Good	Very Good	Very Good	330	100.0
September 2004	Good	Very Good	Very Good	Very Good	280	100.0
November 2003	Good	Very Good	Very Good	Very Good	210	100.0
November 2002	Good	Very Good	Very Good	Very Good	210	100.0
October 2001	Good	Very Good	Very Good	Very Good	210	100.0
December 2000	Good	Very Good	Very Good	Very Good	210	99.0
November 1999	Good	Very Good	Very Good	Very Good	210	99.0
October 1998	Good	Very Good	Very Good	Very Good	210	99.0
December 1997	Good	Very Good	Very Good	Very Good	50	98.0
November 1996	Good	Very Good	Very Good	Very Good	50	98.0
November 1995	Good	Very Good	Very Good	Very Good	50	98.0
December 1994	Good	Very Good	Very Good	Very Good	50	98.0
October 1993	Good	Very Good	Very Good	Very Good	55	98.0
November 1992	Good	Excellent	Excellent	Excellent	55	98.0
October 1991	Good	Excellent	Excellent	Excellent	55	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.	1,236	1,236	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	4,120	4,102	18	0	0
Wearing Surfaces	sq. ft.	3,767	3,767	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	119	119	0	0	0
Steel Pile	each	16	16	0	0	0
Steel Protective Coating	sq. ft.	520	0	520	0	0
Reinforced Concrete Pier Cap	linear ft.	79	77	2	0	0
Bearings
Elastomeric Bearing	each	60	60	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	207	207	0	0	0