I-196 NB over I-94

Map

Coordinates:
+42.13446, -86.36800
42°08'04" N, 86°22'05" W

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

Name:	I-196 NB over I-94
Structure number:	000000000000923
Old structure number:	11111111000S011 `(from 1992 edition)`
Location:	4.0 MI NE BENTON HARBOR
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	109.9 ft. `[33.5 m]`
Total length:	324.2 ft. `[98.8 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.6 ft. `[14.5 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	44°
Owner:	State Highway Agency `[01]`
Year built:	2005
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	4
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	10,377 `[as of 2007]`
Truck traffic:	30% of total traffic
Deck condition:	Satisfactory `[6 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:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	97.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Good	Good	10377	97.0
June 2016	Fair	Satisfactory	Very Good	Good	10377	97.0
June 2014	Fair	Satisfactory	Very Good	Good	10377	97.0
June 2012	Fair	Satisfactory	Very Good	Good	10377	97.0
June 2010	Fair	Satisfactory	Very Good	Good	10377	97.0
June 2008	Good	Good	Excellent	Good	10377	97.0
June 2006	Good	Good	Excellent	Very Good	10022	90.0
November 2005	Good	Good	Excellent	Very Good	10022	90.0
June 2003	Poor	Serious	Serious	Satisfactory	7930	35.0
June 2002	Poor	Serious	Serious	Satisfactory	7930	35.0
June 2001	Poor	Serious	Poor	Satisfactory	7930	52.0
June 1999	Poor	Serious	Poor	Fair	7930	57.0
June 1998	Poor	Serious	Poor	Fair	7930	52.0
June 1997	Poor	Serious	Poor	Fair	7930	52.0
May 1996	Poor	Poor	Poor	Satisfactory	7930	54.0
July 1994	Poor	Poor	Poor	Satisfactory	7400	53.0
December 1993	Poor	Poor	Poor	Good	7400	53.0
April 1992	Poor	Poor	Poor	Good	7400	53.0
October 1991	Poor	Poor	Poor	Good	7400	53.0

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.	2,592	2,591	1	0	0
Concrete Protective Coating	sq. ft.	4,536	4,536	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	15,395	14,928	450	17	0
Substructure
Reinforced Concrete Column	each	18	15	3	0	0
Concrete Protective Coating	sq. ft.	4,416	4,416	0	0	0
Reinforced Concrete Pier Wall	linear ft.	189	177	11	1	0
Concrete Protective Coating	sq. ft.	5,765	5,765	0	0	0
Reinforced Concrete Abutment	linear ft.	142	138	3	1	0
Concrete Protective Coating	sq. ft.	923	923	0	0	0
Reinforced Concrete Pier Cap	linear ft.	189	189	0	0	0
Concrete Protective Coating	sq. ft.	7,938	7,938	0	0	0
Joints
Strip Seal Joint	linear ft.	124	20	104	0	0
Pourable Joint	linear ft.	124	0	88	30	6
Bearings
Elastomeric Bearing	each	64	64	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	648	560	88	0	0
Concrete Protective Coating	sq. ft.	5,184	4,406	260	259	259