I 94 EB over CSAH 23

Map

Coordinates:
+45.83561, -95.33619
45°50'08" N, 95°20'10" W

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

Name:	I 94 EB over CSAH 23
Structure number:	21818
Location:	2.5 MI E OF JCT TH 29
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	110.9 ft. `[33.8 m]`
Roadway width between curbs:	38.4 ft. `[11.7 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	15°
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:	Low slump Concrete `[4]`

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:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	83.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Good	Satisfactory	Good	9700	83.8
September 2016	Fair	Good	Satisfactory	Good	7500	85.8
September 2014	Fair	Good	Satisfactory	Good	7500	85.8
September 2012	Fair	Good	Satisfactory	Good	7500	85.8
September 2010	Fair	Good	Satisfactory	Good	7500	85.8
September 2008	Fair	Good	Satisfactory	Good	7500	86.0
September 2007	Fair	Good	Satisfactory	Good	7500	86.0
October 2006	Good	Good	Good	Very Good	7500	86.0
October 2004	Good	Good	Good	Very Good	7550	85.9
October 2002	Good	Good	Good	Very Good	6300	87.7
October 2000	Good	Good	Good	Very Good	6300	87.7
October 1999	Fair	Satisfactory	Good	Very Good	6800	87.0
October 1998	Fair	Satisfactory	Good	Very Good	6300	87.7
September 1996	Fair	Satisfactory	Good	Very Good	6000	88.5
April 1995	Fair	Satisfactory	Good	Very Good	6000	88.3
April 1994	Fair	Satisfactory	Good	Very Good	6050	88.3
April 1993	Fair	Satisfactory	Good	Very Good	6050	88.3
October 1992	Good	Good	Good	Very Good	5100	89.6
September 1991	Good	Good	Good	Very Good	5100	89.6

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.	550	498	46	6	0
Steel Protective Coating	sq. ft.	4,000	0	2,800	800	400
Deck
Reinforced Concrete Deck	sq. ft.	4,565	4,523	12	30	0
Wearing Surfaces	sq. ft.	4,263	4,048	215	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	116	113	3	0	0
Reinforced Concrete Pier Cap	linear ft.	76	76	0	0	0
Joints
Strip Seal Joint	linear ft.	82	82	0	0	0
Pourable Joint	linear ft.	266	214	0	52	0
Bearings
Fixed Bearing	each	20	18	0	1	1
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	220	197	0	23	0