CSAH 45 over NECKTIE RIVER

Map

Coordinates:
+47.24799, -94.72782
47°14'53" N, 94°43'40" W

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

Name:	CSAH 45 over NECKTIE RIVER
Structure number:	29506
Location:	0.2 MI S OF JCT CSAH 39
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	18.0 ft. `[5.5 m]`
Total length:	54.1 ft. `[16.5 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1967
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
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:	350 `[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:	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:	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:	97.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Satisfactory	Satisfactory	350	97.9
November 2015	Fair	Satisfactory	Satisfactory	Satisfactory	350	97.9
November 2013	Fair	Satisfactory	Satisfactory	Satisfactory	350	97.9
November 2011	Fair	Satisfactory	Satisfactory	Satisfactory	350	97.9
November 2009	Fair	Satisfactory	Satisfactory	Satisfactory	350	97.9
October 2008	Fair	Satisfactory	Satisfactory	Satisfactory	330	97.9
October 2007	Fair	Satisfactory	Satisfactory	Satisfactory	330	99.9
October 2006	Fair	Satisfactory	Satisfactory	Satisfactory	330	99.9
October 2005	Fair	Satisfactory	Satisfactory	Satisfactory	285	99.9
September 2004	Fair	Satisfactory	Satisfactory	Satisfactory	285	99.9
November 2003	Fair	Satisfactory	Satisfactory	Good	200	100.0
September 2002	Fair	Satisfactory	Satisfactory	Good	200	100.0
September 2001	Fair	Satisfactory	Satisfactory	Good	200	100.0
January 2001	Fair	Satisfactory	Satisfactory	Good	200	99.0
November 1999	Fair	Satisfactory	Satisfactory	Good	200	99.0
October 1998	Fair	Satisfactory	Satisfactory	Good	200	99.0
November 1997	Fair	Satisfactory	Satisfactory	Good	179	98.0
November 1996	Fair	Excellent	Excellent	Satisfactory	179	98.0
November 1995	Good	Good	Good	Good	75	92.0
December 1994	Good	Good	Good	Good	75	92.0
October 1993	Good	Good	Good	Good	55	92.0
November 1992	Good	Very Good	Very Good	Very Good	55	92.0
October 1991	Good	Very Good	Very Good	Very Good	55	92.0

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.	126	126	0	0	0
Substructure
Steel Column	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	90	85	5	0	0
Timber Abutment	linear ft.	125	50	75	0	0
Timber Pile	each	42	12	24	6	0
Timber Pier Cap	linear ft.	325	185	140	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	108	108	0	0	0
Deck
Timber Slab	sq. ft.	2,268	2,268	0	0	0
Wearing Surfaces	sq. ft.	2,164	2,121	43	0	0