OAKLAND DRIVE over I-94

Map

Coordinates:
+42.23799, -85.61405
42°14'17" N, 85°36'51" W

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

Name:	OAKLAND DRIVE over I-94
Structure number:	000000000004597
Old structure number:	39139024000S090 `(from 1992 edition)`
Location:	1.2 MI E OF US-131
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	79.1 ft. `[24.1 m]`
Total length:	158.1 ft. `[48.2 m]`
Roadway width between curbs:	78.1 ft. `[23.8 m]`
Deck width edge-to-edge:	93.5 ft. `[28.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	2007
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	25,000 `[as of 2005]`
Truck traffic:	4% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	93.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Good	Satisfactory	Good	25000	93.2
November 2016	Good	Good	Good	Good	25000	93.2
November 2014	Good	Good	Good	Good	25000	93.2
November 2012	Good	Good	Good	Good	25000	93.2
November 2010	Good	Good	Good	Good	25000	86.9
November 2008	Good	Good	Very Good	Very Good	25000	86.9
July 2007	Good	Very Good	Excellent	Very Good	25000	86.9
September 2006	Fair	Satisfactory	Fair	Satisfactory	25000	75.1
September 2004	Fair	Satisfactory	Satisfactory	Satisfactory	31762	73.1
September 2002	Fair	Satisfactory	Good	Satisfactory	31762	73.1
September 2000	Fair	Satisfactory	Good	Good	31762	73.1
September 1998	Fair	Satisfactory	Good	Good	31762	73.1
September 1996	Good	Good	Good	Good	31762	71.1
August 1994	Good	Good	Good	Good	25400	89.7
November 1992	Good	Good	Good	Good	25400	95.4
July 1990	Good	Good	Good	Good	25400	95.4

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.	3,469	3,297	171	1	0
Concrete Protective Coating	sq. ft.	2,129	0	2,129	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,773	14,772	0	1	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	94	93	1	0	0
Concrete Protective Coating	sq. ft.	943	0	935	8	0
Reinforced Concrete Abutment	linear ft.	187	187	0	0	0
Concrete Protective Coating	sq. ft.	3,366	0	3,366	0	0
Reinforced Concrete Pier Cap	linear ft.	94	94	0	0	0
Concrete Protective Coating	sq. ft.	1,003	0	1,003	0	0
Joints
Strip Seal Joint	linear ft.	186	0	183	3	0
Bearings
Elastomeric Bearing	each	88	88	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	316	315	1	0	0
Steel Protective Coating	sq. ft.	369	366	0	0	3
Concrete Protective Coating	sq. ft.	1,580	0	1,520	20	40