I 94 WB over CSAH 1

Map

Coordinates:
+45.98581, -95.69693
45°59'09" N, 95°41'49" W

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

Name:	I 94 WB over CSAH 1
Structure number:	21823
Location:	2.0 MI SE OF JCT TH 79
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	42.7 ft. `[13.0 m]`
Total length:	127.6 ft. `[38.9 m]`
Roadway width between curbs:	39.0 ft. `[11.9 m]`
Deck width edge-to-edge:	42.7 ft. `[13.0 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	3°
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 `[3]`
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:	8,500 `[as of 2016]`
Truck traffic:	19% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	91.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Very Good	Very Good	Good	8500	91.4
October 2016	Good	Very Good	Very Good	Very Good	7250	92.2
October 2014	Good	Excellent	Excellent	Very Good	7250	92.2
October 2012	Good	Excellent	Excellent	Very Good	7250	92.2
September 2010	Fair	Fair	Fair	Fair	7250	79.4
October 2008	Fair	Fair	Fair	Fair	7250	79.4
September 2007	Fair	Satisfactory	Fair	Fair	7250	80.5
October 2006	Fair	Satisfactory	Fair	Fair	7250	80.5
October 2004	Fair	Satisfactory	Fair	Good	6300	81.2
October 2002	Fair	Satisfactory	Fair	Good	4350	82.7
October 2000	Fair	Satisfactory	Fair	Good	4350	82.7
October 1999	Fair	Good	Good	Satisfactory	4850	93.8
October 1998	Fair	Good	Good	Satisfactory	4350	94.1
September 1996	Fair	Good	Good	Satisfactory	5300	93.5
October 1995	Fair	Good	Good	Satisfactory	5300	93.4
May 1994	Fair	Good	Good	Satisfactory	4850	93.7
April 1993	Fair	Good	Good	Satisfactory	4850	93.7
October 1992	Fair	Good	Good	Satisfactory	3725	94.5
October 1991	Fair	Good	Good	Satisfactory	3725	94.5

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.	640	640	0	0	0
Steel Protective Coating	sq. ft.	5,300	5,300	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,432	5,422	10	0	0
Wearing Surfaces	sq. ft.	5,005	4,955	50	0	0
Substructure
Reinforced Concrete Column	each	4	1	1	2	0
Reinforced Concrete Abutment	linear ft.	112	0	56	56	0
Reinforced Concrete Pier Cap	linear ft.	85	80	5	0	0
Joints
Pourable Joint	linear ft.	160	80	0	80	0
Bearings
Elastomeric Bearing	each	20	19	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	256	229	27	0	0