CSAH 39 over KABEKONA RIVER

Map

Coordinates:
+47.16756, -94.72609
47°10'03" N, 94°43'34" W

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

Name:	CSAH 39 over KABEKONA RIVER
Structure number:	29508
Location:	0.8 MI N OF JCT CSAH 37
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	25.3 ft. `[7.7 m]`
Total length:	63.3 ft. `[19.3 m]`
Roadway width between curbs:	29.2 ft. `[8.9 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1968
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:	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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	520 `[as of 2008]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	79.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Fair	Fair	520	79.9
October 2015	Fair	Satisfactory	Fair	Fair	520	79.9
October 2013	Fair	Satisfactory	Fair	Satisfactory	520	79.9
November 2011	Fair	Satisfactory	Fair	Satisfactory	520	79.9
November 2009	Fair	Satisfactory	Fair	Satisfactory	520	79.9
October 2008	Fair	Satisfactory	Fair	Satisfactory	520	79.9
October 2007	Fair	Satisfactory	Fair	Satisfactory	520	82.9
October 2006	Fair	Satisfactory	Fair	Good	520	82.9
October 2005	Fair	Satisfactory	Fair	Good	415	82.9
September 2004	Fair	Satisfactory	Fair	Good	415	82.9
November 2003	Fair	Good	Satisfactory	Good	450	93.9
September 2002	Fair	Good	Satisfactory	Good	450	93.9
September 2001	Good	Good	Good	Good	450	93.9
January 2001	Good	Good	Good	Good	450	92.9
December 1999	Good	Good	Good	Good	450	92.9
October 1998	Good	Good	Good	Good	450	92.9
November 1997	Good	Good	Good	Good	350	84.4
November 1996	Good	Good	Good	Good	350	84.4
November 1995	Good	Good	Good	Good	350	91.3
December 1994	Good	Good	Good	Good	350	91.3
October 1993	Good	Good	Good	Good	250	91.3
November 1992	Good	Good	Very Good	Very Good	250	91.3
October 1991	Good	Good	Very Good	Very Good	250	91.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	1,264	0	520	744	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,959	1,509	250	200	0
Wearing Surfaces	sq. ft.	1,851	1,666	0	185	0
Substructure
Reinforced Concrete Abutment	linear ft.	102	0	102	0	0
Steel Pile	each	10	0	6	4	0
Steel Protective Coating	sq. ft.	167	82	50	35	0
Reinforced Concrete Pier Cap	linear ft.	144	0	144	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	125	0	125	0	0
Steel Protective Coating	sq. ft.	377	357	20	0	0