I-94 WB over 9 MILE ROAD

Map

Coordinates:
+42.28734, -85.12047
42°17'14" N, 85°07'14" W

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

Name:	I-94 WB over 9 MILE ROAD
Structure number:	000000000001266
Old structure number:	13113082000S034 `(from 1992 edition)`
Location:	3.2 MI E OF M-66
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	44.3 ft. `[13.5 m]`
Total length:	117.1 ft. `[35.7 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	47.2 ft. `[14.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	18°
Owner:	State Highway Agency `[01]`
Year built:	1959
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:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	22,400 `[as of 2010]`
Truck traffic:	23% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
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:	94.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Satisfactory	Satisfactory	22400	94.9
August 2015	Fair	Satisfactory	Satisfactory	Satisfactory	22400	94.9
August 2013	Fair	Satisfactory	Satisfactory	Satisfactory	22400	94.9
August 2011	Fair	Satisfactory	Satisfactory	Satisfactory	22400	94.9
August 2009	Fair	Satisfactory	Satisfactory	Satisfactory	22030	94.9
August 2007	Fair	Satisfactory	Satisfactory	Satisfactory	23904	94.7
August 2005	Fair	Satisfactory	Satisfactory	Satisfactory	23904	94.7
August 2003	Fair	Satisfactory	Satisfactory	Good	18500	95.2
August 2001	Fair	Good	Satisfactory	Good	18500	95.2
August 1999	Fair	Good	Satisfactory	Good	18500	95.2
August 1997	Fair	Good	Satisfactory	Good	18500	95.2
July 1995	Fair	Good	Satisfactory	Good	17100	95.7
April 1993	Good	Good	Good	Good	17100	95.7
April 1991	Good	Good	Good	Good	17100	95.7

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	1,056	955	100	1	0
Deck
Reinforced Concrete Top Flange	sq. ft.	5,555	5,413	85	57	0
Wearing Surfaces	sq. ft.	4,941	4,773	82	86	0
Substructure
Reinforced Concrete Column	each	8	0	1	7	0
Reinforced Concrete Abutment	linear ft.	116	105	5	6	0
Reinforced Concrete Pier Cap	linear ft.	98	0	77	21	0
Joints
Strip Seal Joint	linear ft.	88	42	46	0	0
Pourable Joint	linear ft.	88	0	44	44	0
Bearings
Movable Bearing	each	27	0	0	27	0
Steel Protective Coating	sq. ft.	27	0	0	0	27
Fixed Bearing	each	9	0	0	9	0
Steel Protective Coating	sq. ft.	9	0	0	0	9
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	234	10	211	13	0