US 10 WB over CP RAIL LINE

Map

Coordinates:
+46.82213, -95.85398
46°49'20" N, 95°51'14" W

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

Name:	US 10 WB over CP RAIL LINE
Structure number:	03004
Location:	0.1 MI SE OF JCT TH 59
Purpose:	Carries highway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	65.9 ft. `[20.1 m]`
Total length:	204.4 ft. `[62.3 m]`
Roadway width between curbs:	40.7 ft. `[12.4 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	43°
Owner:	State Highway Agency `[01]`
Year built:	1992
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
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:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	8,200 `[as of 2008]`
Truck traffic:	9% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	99.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Very Good	Very Good	8200	99.2
October 2015	Good	Very Good	Very Good	Very Good	8200	99.2
October 2013	Good	Very Good	Very Good	Very Good	8200	99.2
October 2011	Good	Very Good	Very Good	Very Good	8200	99.2
September 2009	Good	Very Good	Very Good	Very Good	8200	99.2
August 2007	Good	Very Good	Very Good	Very Good	9050	99.2
October 2005	Good	Very Good	Very Good	Very Good	9050	99.2
October 2003	Good	Very Good	Very Good	Very Good	7500	99.3
November 2001	Good	Very Good	Very Good	Very Good	7200	99.3
November 2000	Good	Very Good	Very Good	Very Good	7200	99.3
October 1999	Good	Very Good	Very Good	Very Good	6750	99.4
October 1998	Good	Very Good	Very Good	Very Good	7200	99.3
September 1997	Good	Very Good	Very Good	Very Good	7200	99.7
September 1996	Good	Very Good	Very Good	Very Good	6400	99.7
September 1995	Good	Very Good	Very Good	Very Good	6400	97.5
October 1994	Good	Very Good	Very Good	Very Good	6150	97.5
November 1993	Good	Very Good	Very Good	Very Good	6150	97.5
November 1992	Good	Excellent	Excellent	Excellent	5550	97.6

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.	1,421	1,421	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,010	9,005	5	0	0
Wearing Surfaces	sq. ft.	8,331	8,331	0	0	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	152	139	13	0	0
Reinforced Concrete Pier Cap	linear ft.	114	114	0	0	0
Joints
Strip Seal Joint	linear ft.	112	112	0	0	0
Pourable Joint	linear ft.	224	224	0	0	0
Bearings
Elastomeric Bearing	each	28	21	7	0	0
Fixed Bearing	each	14	14	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	448	446	2	0	0