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I-94 EB over RIVERSIDE DRIVE

Calhoun County, Michigan

Map

Coordinates:
+42.26286, -85.18887
42°15'46" N, 85°11'20" W

Facts

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

Name:	I-94 EB over RIVERSIDE DRIVE
Structure number:	000000000001252
Old structure number:	13113081000S053 `(from 1992 edition)`
Location:	0.5 MI W OF M-66
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	69.2 ft. `[21.1 m]`
Roadway width between curbs:	60.7 ft. `[18.5 m]`
Deck width edge-to-edge:	63.7 ft. `[19.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	22°
Owner:	State Highway Agency `[01]`
Year built:	2009
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	27,324 `[as of 2007]`
Truck traffic:	23% 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:	Superior to present desirable criteria `[9]`
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:	94.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Good	Satisfactory	Good	27324	94.4
September 2015	Good	Good	Very Good	Good	27324	94.4
September 2013	Good	Good	Very Good	Good	27324	94.4
September 2011	Good	Good	Very Good	Good	27324	91.3
December 2009	Good	Excellent	Excellent	Excellent	27324	95.4
August 2008	Poor	Poor	Satisfactory	Poor	27324	64.0
August 2007	Poor	Fair	Fair	Poor	26134	62.1
August 2006	Poor	Poor	Fair	Poor	26134	63.1
August 2005	Poor	Poor	Poor	Serious	26134	44.4
August 2004	Poor	Poor	Poor	Serious	15500	46.7
August 2003	Poor	Poor	Fair	Serious	15500	46.7
August 2001	Poor	Poor	Fair	Poor	15500	64.7
September 1999	Poor	Fair	Fair	Poor	15500	66.8
August 1997	Poor	Fair	Fair	Poor	15500	66.8
July 1995	Poor	Satisfactory	Satisfactory	Poor	17000	68.1
May 1994	Poor	Satisfactory	Satisfactory	Poor	17000	68.1
April 1993	Poor	Satisfactory	Satisfactory	Poor	17000	68.1
June 1992	Poor	Satisfactory	Satisfactory	Poor	17000	68.1
April 1991	Poor	Satisfactory	Satisfactory	Poor	17000	68.1

Element Data

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 Closed Web/Box Girder	linear ft.	608	592	16	0	0
Concrete Protective Coating	sq. ft.	777	0	777	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,387	4,349	38	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	194	193	1	0	0
Concrete Protective Coating	sq. ft.	3,096	1,895	1,200	0	1
Joints
Strip Seal Joint	linear ft.	67	0	0	67	0
Pourable Joint	linear ft.	67	0	41	2	24
Bearings
Elastomeric Bearing	each	18	18	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	138	131	7	0	0
Concrete Protective Coating	sq. ft.	1,039	0	625	138	276

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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