CSAH 9 over NECKTIE RIVER (SD #82)

Map

Coordinates:
+47.36240, -94.73414
47°21'45" N, 94°44'03" W

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

Name:	CSAH 9 over NECKTIE RIVER (SD #82)
Structure number:	29511
Location:	1.1 MI E OF JCT CSAH 45
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	18.0 ft. `[5.5 m]`
Total length:	54.1 ft. `[16.5 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:	1982
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	500 `[as of 2008]`
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:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	96.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Good	Good	Good	500	96.8
November 2015	Good	Good	Good	Good	500	96.8
November 2013	Good	Good	Good	Good	500	96.8
November 2011	Good	Good	Good	Good	500	96.8
November 2009	Good	Good	Good	Good	500	96.8
November 2008	Good	Good	Good	Good	450	96.8
October 2007	Good	Good	Good	Good	450	99.8
October 2006	Good	Good	Good	Good	450	99.8
October 2005	Good	Good	Good	Good	355	99.8
September 2004	Good	Good	Good	Good	355	99.8
November 2003	Good	Very Good	Good	Good	680	99.7
October 2002	Good	Very Good	Very Good	Very Good	680	99.7
September 2001	Good	Very Good	Very Good	Very Good	680	99.7
January 2001	Good	Very Good	Very Good	Very Good	680	98.7
November 1999	Good	Very Good	Very Good	Very Good	680	98.7
October 1998	Good	Very Good	Very Good	Very Good	680	98.7
November 1997	Good	Very Good	Very Good	Very Good	490	97.8
November 1996	Good	Very Good	Very Good	Very Good	490	97.8
November 1995	Good	Very Good	Very Good	Very Good	490	97.8
December 1994	Good	Very Good	Very Good	Very Good	490	97.8
October 1993	Good	Very Good	Very Good	Very Good	380	97.8
November 1992	Good	Excellent	Excellent	Excellent	380	97.8
October 1991	Good	Excellent	Excellent	Excellent	380	97.8

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.	102	102	0	0	0
Substructure
Timber Abutment	linear ft.	109	0	109	0	0
Steel Pile	each	10	0	10	0	0
Steel Protective Coating	sq. ft.	116	58	58	0	0
Timber Pile	each	16	0	14	1	1
Timber Pier Cap	linear ft.	144	0	144	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	108	0	108	0	0
Deck
Timber Slab	sq. ft.	1,836	1,836	0	0	0
Wearing Surfaces	sq. ft.	1,733	1,698	35	0	0