I-94 EB over PIPESTONE ROAD

Map

Coordinates:
+42.07884, -86.41706
42°04'44" N, 86°25'01" W

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

Name:	I-94 EB over PIPESTONE ROAD
Structure number:	000000000000835
Old structure number:	11111016000S033 `(from 1992 edition)`
Location:	1.2 MI N OF M-139
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	101.7 ft. `[31.0 m]`
Total length:	223.8 ft. `[68.2 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.6 ft. `[14.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	52°
Owner:	State Highway Agency `[01]`
Year built:	1960
Year reconstructed:	1965
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:	22,725 `[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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	67.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Fair	Fair	Satisfactory	22725	67.0
June 2016	Poor	Fair	Fair	Poor	22725	51.0
June 2014	Fair	Fair	Fair	Fair	22725	67.0
June 2012	Fair	Fair	Fair	Fair	22725	67.0
June 2010	Fair	Satisfactory	Satisfactory	Fair	22725	66.0
June 2008	Fair	Satisfactory	Satisfactory	Fair	22725	66.0
June 2006	Fair	Satisfactory	Satisfactory	Satisfactory	28092	81.0
June 2004	Fair	Good	Satisfactory	Satisfactory	28000	81.0
June 2002	Fair	Good	Satisfactory	Satisfactory	28000	81.0
July 2000	Fair	Good	Good	Satisfactory	28000	81.0
July 1998	Fair	Good	Good	Satisfactory	28000	81.0
June 1996	Fair	Good	Good	Satisfactory	28000	81.0
July 1994	Fair	Good	Good	Satisfactory	20800	81.0
May 1992	Good	Very Good	Good	Good	20800	81.0
April 1990	Good	Good	Good	Good	20800	81.0

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.	2,208	1,167	600	441	0
Steel Protective Coating	sq. ft.	25,307	0	24,203	1,032	72
Deck
Reinforced Concrete Deck	sq. ft.	10,470	10,238	117	115	0
Wearing Surfaces	sq. ft.	9,640	8,471	971	198	0
Substructure
Reinforced Concrete Column	each	12	0	8	4	0
Reinforced Concrete Abutment	linear ft.	154	147	7	0	0
Reinforced Concrete Pier Cap	linear ft.	153	40	108	5	0
Joints
Strip Seal Joint	linear ft.	142	28	114	0	0
Pourable Joint	linear ft.	142	0	12	14	116
Bearings
Movable Bearing	each	30	0	16	14	0
Steel Protective Coating	sq. ft.	90	0	56	14	20
Fixed Bearing	each	30	0	4	26	0
Steel Protective Coating	sq. ft.	90	0	24	7	59
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	442	244	52	146	0
Steel Protective Coating	sq. ft.	734	0	734	0	0