I 94 EB over CP RAIL LINE

Map

Coordinates:
+45.83766, -95.36663
45°50'16" N, 95°21'60" W

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

Name:	I 94 EB over CP RAIL LINE
Structure number:	21816
Location:	1.0 MI E OF JCT TH 29
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	53.2 ft. `[16.2 m]`
Total length:	140.1 ft. `[42.7 m]`
Roadway width between curbs:	38.4 ft. `[11.7 m]`
Deck width edge-to-edge:	41.0 ft. `[12.5 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	22°
Owner:	State Highway Agency `[01]`
Year built:	1965
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:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	9,700 `[as of 2016]`
Truck traffic:	19% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	72.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Fair	Fair	Satisfactory	9700	72.7
September 2017	Fair	Good	Fair	Satisfactory	8900	73.7
September 2016	Fair	Good	Fair	Satisfactory	8900	73.7
September 2015	Fair	Good	Fair	Satisfactory	8900	73.7
September 2014	Fair	Good	Fair	Satisfactory	8900	73.7
September 2013	Fair	Good	Fair	Satisfactory	8900	73.7
September 2012	Poor	Good	Fair	Poor	8900	58.0
September 2010	Fair	Good	Fair	Satisfactory	8900	74.0
September 2008	Fair	Good	Fair	Satisfactory	8900	74.0
September 2007	Fair	Good	Fair	Satisfactory	7500	74.5
October 2006	Fair	Good	Satisfactory	Good	7500	87.1
October 2004	Fair	Good	Satisfactory	Good	7550	87.0
October 2002	Fair	Good	Satisfactory	Good	6300	88.8
October 2000	Fair	Good	Satisfactory	Good	6300	88.8
October 1999	Fair	Very Good	Satisfactory	Good	6800	88.1
October 1998	Fair	Very Good	Satisfactory	Good	6300	88.8
September 1996	Fair	Very Good	Satisfactory	Good	6000	89.6
April 1995	Fair	Very Good	Satisfactory	Good	6000	89.4
April 1994	Fair	Very Good	Satisfactory	Good	6050	89.4
April 1993	Fair	Very Good	Satisfactory	Good	6050	89.4
July 1992	Good	Very Good	Good	Very Good	5100	90.7
September 1991	Good	Very Good	Good	Very Good	5100	90.7

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	700	688	10	2	0
Steel Protective Coating	sq. ft.	5,510	5,510	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,754	5,631	100	23	0
Wearing Surfaces	sq. ft.	5,393	5,387	0	0	6
Substructure
Reinforced Concrete Column	each	4	3	1	0	0
Reinforced Concrete Abutment	linear ft.	131	112	19	0	0
Reinforced Concrete Pier Cap	linear ft.	91	91	0	0	0
Joints
Strip Seal Joint	linear ft.	86	0	86	0	0
Pourable Joint	linear ft.	364	359	5	0	0
Bearings
Movable Bearing	each	4	4	0	0	0
Fixed Bearing	each	16	0	16	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	280	241	28	11	0