I-94 EB over M-294 BEADLE LAKE

Map

Coordinates:
+42.28143, -85.15589
42°16'53" N, 85°09'21" W

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

Name:	I-94 EB over M-294 BEADLE LAKE
Structure number:	000000000001263
Old structure number:	13113082000S023 `(from 1992 edition)`
Location:	1.5 MI E OF M-66
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	121.7 ft. `[37.1 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	46.9 ft. `[14.3 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	21°
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:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	82.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Fair	Satisfactory	22400	82.5
August 2015	Fair	Satisfactory	Fair	Satisfactory	22400	82.5
August 2013	Fair	Satisfactory	Fair	Satisfactory	22400	82.5
August 2011	Fair	Satisfactory	Fair	Satisfactory	22400	82.5
August 2009	Fair	Good	Satisfactory	Satisfactory	24810	93.6
August 2007	Fair	Satisfactory	Satisfactory	Satisfactory	23904	93.7
August 2005	Fair	Satisfactory	Satisfactory	Satisfactory	23904	93.7
August 2003	Fair	Satisfactory	Satisfactory	Satisfactory	18500	94.2
August 2001	Good	Good	Good	Good	18500	94.2
August 1999	Good	Good	Good	Good	18500	94.2
August 1997	Good	Good	Good	Good	18500	94.2
July 1995	Good	Good	Good	Good	17100	94.7
April 1993	Good	Good	Good	Good	17100	94.7
April 1991	Good	Good	Good	Good	17100	94.7

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.	1,098	1,033	54	11	0
Deck
Reinforced Concrete Top Flange	sq. ft.	5,715	5,402	36	277	0
Wearing Surfaces	sq. ft.	5,161	4,761	200	200	0
Substructure
Reinforced Concrete Column	each	8	0	2	6	0
Reinforced Concrete Abutment	linear ft.	122	117	3	2	0
Reinforced Concrete Pier Cap	linear ft.	102	5	83	14	0
Joints
Strip Seal Joint	linear ft.	91	48	43	0	0
Pourable Joint	linear ft.	91	0	61	20	10
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.	244	0	84	160	0