I-94 WB over I-94 BL (LAKESHORE DR)

Map

Coordinates:
+42.03107, -86.51424
42°01'52" N, 86°30'51" W

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

Name:	I-94 WB over I-94 BL (LAKESHORE DR)
Structure number:	000000000000819
Old structure number:	11111015000S174 `(from 1992 edition)`
Location:	1.2 MI N OF STEVENSVILLE
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	99.7 ft. `[30.4 m]`
Total length:	191.9 ft. `[58.5 m]`
Roadway width between curbs:	52.8 ft. `[16.1 m]`
Deck width edge-to-edge:	55.4 ft. `[16.9 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	39°
Owner:	State Highway Agency `[01]`
Year built:	1960
Year reconstructed:	1978
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:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	22,145 `[as of 2007]`
Truck traffic:	28% 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 minimum criteria `[6]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	89.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Satisfactory	Satisfactory	Satisfactory	22145	89.0
May 2016	Fair	Satisfactory	Satisfactory	Fair	22145	78.0
May 2014	Fair	Satisfactory	Satisfactory	Fair	22145	78.0
May 2012	Fair	Satisfactory	Satisfactory	Fair	22145	78.0
May 2010	Fair	Satisfactory	Satisfactory	Fair	22145	78.0
May 2008	Fair	Satisfactory	Satisfactory	Satisfactory	22145	89.0
May 2006	Fair	Good	Satisfactory	Satisfactory	25595	94.0
September 2004	Fair	Good	Satisfactory	Satisfactory	16500	94.0
September 2002	Fair	Good	Good	Satisfactory	16500	94.0
September 2000	Fair	Good	Good	Satisfactory	16500	94.0
July 1998	Good	Good	Good	Good	16500	94.0
May 1996	Good	Good	Good	Good	16500	94.0
June 1994	Good	Excellent	Good	Excellent	17600	94.0
December 1993	Poor	Satisfactory	Good	Poor	17600	67.0
April 1992	Poor	Satisfactory	Good	Poor	17600	67.0
July 1991	Poor	Good	Good	Poor	17600	67.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,919	0	1,755	164	0
Steel Protective Coating	sq. ft.	22,740	0	21,960	600	180
Deck
Reinforced Concrete Deck	sq. ft.	10,641	10,374	174	93	0
Wearing Surfaces	sq. ft.	10,136	9,660	456	20	0
Substructure
Reinforced Concrete Column	each	12	0	2	10	0
Reinforced Concrete Abutment	linear ft.	150	134	12	4	0
Reinforced Concrete Pier Cap	linear ft.	140	5	101	34	0
Joints
Pourable Joint	linear ft.	204	0	101	22	81
Other Joint	linear ft.	68	0	45	23	0
Bearings
Movable Bearing	each	30	0	6	24	0
Steel Protective Coating	sq. ft.	92	0	42	30	20
Fixed Bearing	each	30	0	3	27	0
Steel Protective Coating	sq. ft.	70	0	26	24	20
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	384	366	18	0	0