CSAH 45 over NECKTIE RIVER (SD #82)

Map

Coordinates:
+47.30977, -94.73692
47°18'35" N, 94°44'13" W

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

Name:	CSAH 45 over NECKTIE RIVER (SD #82)
Structure number:	29512
Location:	1.5 MI N;W OF JCT CSAH 16
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	71.9 ft. `[21.9 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1981
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:	Wood or timber `[7]`
Main spans design:	Slab `[01]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	420 `[as of 2008]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	98.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Satisfactory	Satisfactory	420	98.8
November 2015	Fair	Satisfactory	Satisfactory	Satisfactory	420	98.8
November 2013	Fair	Satisfactory	Satisfactory	Satisfactory	420	98.8
November 2011	Fair	Satisfactory	Satisfactory	Satisfactory	420	98.8
November 2009	Fair	Satisfactory	Satisfactory	Satisfactory	420	98.8
October 2008	Fair	Satisfactory	Satisfactory	Satisfactory	110	97.0
October 2007	Fair	Satisfactory	Satisfactory	Satisfactory	110	100.0
October 2006	Fair	Satisfactory	Satisfactory	Satisfactory	110	100.0
October 2005	Fair	Satisfactory	Satisfactory	Satisfactory	155	99.9
September 2004	Good	Good	Good	Good	155	99.9
November 2003	Good	Good	Good	Good	140	99.9
October 2002	Good	Good	Good	Good	140	99.9
September 2001	Good	Good	Good	Good	140	99.9
January 2001	Good	Good	Good	Good	140	98.9
November 1999	Good	Good	Good	Good	140	98.9
October 1998	Good	Good	Good	Good	140	98.9
November 1997	Good	Good	Good	Good	95	98.0
November 1996	Good	Good	Good	Good	95	98.0
November 1995	Good	Good	Good	Good	95	98.0
December 1994	Good	Good	Good	Good	95	98.0
October 1993	Good	Good	Good	Good	95	98.0
November 1992	Good	Excellent	Excellent	Excellent	95	98.0
October 1991	Good	Excellent	Excellent	Excellent	95	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
Timber Floor Beam	linear ft.	72	0	72	0	0
Substructure
Timber Abutment	linear ft.	109	49	50	10	0
Steel Pile	each	10	0	10	0	0
Steel Protective Coating	sq. ft.	160	120	40	0	0
Timber Pile	each	16	0	15	1	0
Timber Pier Cap	linear ft.	144	70	74	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	144	0	144	0	0
Deck
Timber Slab	sq. ft.	2,448	0	400	2,048	0
Wearing Surfaces	sq. ft.	2,303	921	1,382	0	0