I-94 WB over RICE CREEK

Map

Coordinates:
+42.28261, -84.92409
42°16'57" N, 84°55'27" W

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

Name:	I-94 WB over RICE CREEK
Structure number:	000000000001274
Old structure number:	13113083000B014 `(from 1992 edition)`
Location:	4.0 MI E OF I-69
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	86.9 ft. `[26.5 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.2 ft. `[14.4 m]`
Skew angle:	10°
Owner:	State Highway Agency `[01]`
Year built:	1960
Year reconstructed:	2007
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:	15,827 `[as of 2007]`
Truck traffic:	24% 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:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	83.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Fair	Fair	Satisfactory	15827	83.4
September 2015	Fair	Fair	Fair	Satisfactory	15827	83.4
September 2013	Fair	Fair	Fair	Satisfactory	15827	83.4
September 2011	Fair	Fair	Fair	Good	15827	83.4
September 2009	Fair	Fair	Satisfactory	Good	15827	94.8
September 2007	Fair	Fair	Satisfactory	Good	17033	94.6
July 2005	Fair	Fair	Satisfactory	Good	14000	95.0
July 2003	Fair	Fair	Satisfactory	Good	14000	95.7
July 2001	Fair	Fair	Good	Good	14000	95.7
August 1999	Fair	Satisfactory	Good	Good	14000	96.7
August 1997	Good	Good	Good	Good	14000	96.7
May 1995	Good	Good	Good	Very Good	12600	97.1
April 1993	Good	Good	Good	Very Good	12600	97.1
April 1991	Good	Good	Good	Very Good	12600	97.1

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.	783	637	136	10	0
Concrete Protective Coating	sq. ft.	465	465	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	4,126	3,696	86	344	0
Wearing Surfaces	sq. ft.	3,654	3,654	0	0	0
Concrete Protective Coating	sq. ft.	3,654	3,654	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	103	47	56	0	0
Concrete Protective Coating	sq. ft.	4,120	4,120	0	0	0
Reinforced Concrete Abutment	linear ft.	140	138	2	0	0
Concrete Protective Coating	sq. ft.	474	474	0	0	0
Joints
Strip Seal Joint	linear ft.	89	48	41	0	0
Pourable Joint	linear ft.	89	81	8	0	0
Bearings
Movable Bearing	each	36	0	0	36	0
Steel Protective Coating	sq. ft.	36	0	0	0	36
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	174	167	7	0	0
Concrete Protective Coating	sq. ft.	1,310	1,310	0	0	0