I-194 over I-94 BL (DICKMAN ROAD)

Map

Coordinates:
+42.31185, -85.18201
42°18'43" N, 85°10'55" W

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

Name:	I-194 over I-94 BL (DICKMAN ROAD)
Structure number:	000000000001209
Old structure number:	13113033000S080 `(from 1992 edition)`
Location:	3.1 MI N OF I-94
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	72.8 ft. `[22.2 m]`
Total length:	282.8 ft. `[86.2 m]`
Roadway width between curbs:	78.4 ft. `[23.9 m]`
Deck width edge-to-edge:	87.3 ft. `[26.6 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	34°
Owner:	State Highway Agency `[01]`
Year built:	1966
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:	4
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:	24,600 `[as of 2013]`
Truck traffic:	5% 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 minimum criteria `[6]`
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:	78.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Satisfactory	Fair	Satisfactory	24600	78.2
September 2015	Fair	Satisfactory	Fair	Satisfactory	24600	78.2
September 2013	Fair	Satisfactory	Fair	Good	24600	78.2
September 2011	Poor	Satisfactory	Poor	Good	24406	60.3
September 2009	Poor	Satisfactory	Poor	Good	24406	60.3
September 2007	Poor	Satisfactory	Poor	Good	22600	61.0
September 2005	Fair	Satisfactory	Fair	Good	22600	80.9
September 2003	Fair	Satisfactory	Fair	Good	20000	81.6
November 2002	Fair	Satisfactory	Fair	Good	20000	81.6
September 2001	Poor	Satisfactory	Poor	Good	20000	64.1
October 1999	Poor	Satisfactory	Poor	Good	20000	64.1
September 1997	Fair	Satisfactory	Satisfactory	Satisfactory	20000	93.3
June 1995	Fair	Fair	Satisfactory	Satisfactory	10200	94.7
May 1993	Fair	Fair	Satisfactory	Satisfactory	10200	94.7
June 1992	Fair	Fair	Satisfactory	Good	10200	94.7
May 1991	Fair	Satisfactory	Satisfactory	Good	10200	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
Steel Girder/Beam	linear ft.	4,213	4,158	4	51	0
Steel Protective Coating	sq. ft.	36,913	36,912	1	0	0
Deck
Reinforced Concrete Deck	sq. ft.	24,655	23,826	804	25	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	30	30	0	0	0
Substructure
Reinforced Concrete Column	each	21	21	0	0	0
Concrete Protective Coating	sq. ft.	4,717	4,717	0	0	0
Reinforced Concrete Abutment	linear ft.	272	267	5	0	0
Concrete Protective Coating	sq. ft.	680	680	0	0	0
Reinforced Concrete Pier Cap	linear ft.	316	302	6	8	0
Concrete Protective Coating	sq. ft.	4,213	4,213	0	0	0
Joints
Strip Seal Joint	linear ft.	293	80	213	0	0
Pourable Joint	linear ft.	235	21	126	41	47
Bearings
Movable Bearing	each	30	30	0	0	0
Steel Protective Coating	sq. ft.	120	120	0	0	0
Fixed Bearing	each	60	52	4	4	0
Steel Protective Coating	sq. ft.	120	118	2	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	569	529	12	28	0
Steel Protective Coating	sq. ft.	1,423	0	1,400	20	3
Concrete Protective Coating	sq. ft.	1,328	1,328	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	569	520	39	10	0