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

Map

Coordinates:
+42.03075, -86.51426
42°01'51" N, 86°30'51" W

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

Name:	I-94 EB over I-94 BL (LAKESHORE DR)
Structure number:	000000000000818
Old structure number:	11111015000S173 `(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:	191.0 ft. `[58.2 m]`
Roadway width between curbs:	95.8 ft. `[29.2 m]`
Deck width edge-to-edge:	102.0 ft. `[31.1 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:	Fair `[5 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:	Superior to present desirable criteria `[9]`
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:	82.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Fair	Fair	Satisfactory	22145	82.0
May 2016	Fair	Satisfactory	Fair	Fair	22145	83.0
May 2014	Fair	Satisfactory	Fair	Fair	22145	83.0
May 2012	Fair	Satisfactory	Fair	Fair	22145	83.0
May 2010	Fair	Satisfactory	Fair	Fair	22145	83.0
May 2008	Fair	Satisfactory	Satisfactory	Satisfactory	22145	94.0
May 2006	Fair	Satisfactory	Satisfactory	Satisfactory	25595	94.0
September 2004	Fair	Satisfactory	Satisfactory	Satisfactory	16500	94.0
September 2002	Fair	Fair	Good	Satisfactory	16500	93.0
September 2000	Fair	Fair	Good	Satisfactory	16500	93.0
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
April 1992	Fair	Fair	Good	Fair	17600	82.0
July 1991	Fair	Good	Good	Fair	17600	83.0

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.	3,245	0	2,879	366	0
Steel Protective Coating	sq. ft.	36,230	0	34,980	750	500
Deck
Reinforced Concrete Deck	sq. ft.	20,560	19,689	565	306	0
Wearing Surfaces	sq. ft.	19,233	18,806	285	142	0
Substructure
Reinforced Concrete Column	each	20	1	12	7	0
Reinforced Concrete Abutment	linear ft.	288	282	5	1	0
Reinforced Concrete Pier Cap	linear ft.	259	81	160	18	0
Joints
Strip Seal Joint	linear ft.	190	91	98	0	1
Pourable Joint	linear ft.	403	0	210	83	110
Bearings
Movable Bearing	each	51	0	12	39	0
Steel Protective Coating	sq. ft.	178	0	73	85	20
Fixed Bearing	each	51	0	12	39	0
Steel Protective Coating	sq. ft.	153	0	69	64	20
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	572	496	68	8	0