CSAH 5 over CLEARWATER RIVER

Map

Coordinates:
+47.93605, -95.85965
47°56'10" N, 95°51'35" W

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

Name:	CSAH 5 over CLEARWATER RIVER
Structure number:	63506
Location:	2.0 MI N OF JCT CSAH 1
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	52.2 ft. `[15.9 m]`
Total length:	158.5 ft. `[48.3 m]`
Roadway width between curbs:	36.7 ft. `[11.2 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1979
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:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	470 `[as of 2008]`
Truck traffic:	7% of total traffic
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:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	94.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	470	94.4
August 2015	Good	Good	Good	Good	470	94.4
September 2013	Good	Good	Good	Good	470	94.4
September 2011	Good	Good	Good	Good	470	94.4
July 2009	Good	Good	Good	Good	470	94.4
December 2007	Good	Good	Good	Good	570	94.2
September 2005	Good	Good	Good	Good	570	94.2
November 2003	Fair	Satisfactory	Satisfactory	Good	520	94.3
January 2003	Fair	Satisfactory	Satisfactory	Good	520	94.3
November 2001	Fair	Satisfactory	Satisfactory	Good	520	94.3
November 2000	Good	Very Good	Very Good	Good	520	94.3
October 1999	Good	Very Good	Very Good	Good	520	94.3
October 1998	Good	Very Good	Very Good	Good	520	94.3
October 1997	Good	Very Good	Very Good	Good	520	94.3
October 1996	Good	Very Good	Very Good	Good	520	94.3
December 1995	Good	Very Good	Very Good	Good	520	94.3
December 1994	Good	Very Good	Very Good	Good	460	94.4
October 1993	Good	Very Good	Very Good	Good	460	94.4
October 1992	Good	Very Good	Very Good	Good	460	97.4
October 1991	Good	Very Good	Very Good	Good	375	97.5

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.	5,075	5,071	4	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	6,344	6,344	0	0	0
Wearing Surfaces	sq. ft.	5,802	0	5,801	1	0
Substructure
Steel Column	each	22	0	22	0	0
Steel Protective Coating	sq. ft.	1,364	0	1,364	0	0
Reinforced Concrete Abutment	linear ft.	152	130	22	0	0
Reinforced Concrete Pier Cap	linear ft.	118	118	0	0	0
Joints
Pourable Joint	linear ft.	105	85	20	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	318	289	29	0	0