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I-94 EB over HICKORY CREEK

Berrien County, Michigan

Map

Coordinates:
+42.03987, -86.50203
42°02'24" N, 86°30'07" W

Facts

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

Name:	I-94 EB over HICKORY CREEK
Structure number:	000000000000784
Old structure number:	11111015000B023 `(from 1992 edition)`
Location:	2.1 MI NE OF STEVENSVILLE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	134.8 ft. `[41.1 m]`
Total length:	143.1 ft. `[43.6 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	63.0 ft. `[19.2 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	2015
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	22,145 `[as of 2007]`
Truck traffic:	28% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	95.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Good	Good	Very Good	22145	95.9
August 2016	Good	Good	Good	Very Good	22145	95.9
September 2015	Good	Very Good	Excellent	Excellent	22145	95.9
August 2014	Poor	Good	Poor	Satisfactory	22145	68.0
August 2012	Poor	Poor	Poor	Satisfactory	22145	58.4
August 2010	Poor	Poor	Poor	Satisfactory	22145	58.4
August 2008	Poor	Satisfactory	Poor	Satisfactory	22145	61.6
August 2006	Fair	Satisfactory	Fair	Satisfactory	25595	78.0
August 2004	Fair	Satisfactory	Satisfactory	Satisfactory	16500	90.3
August 2002	Fair	Good	Fair	Satisfactory	16500	79.1
August 2000	Fair	Good	Satisfactory	Satisfactory	16500	90.3
July 1998	Fair	Good	Satisfactory	Satisfactory	16500	95.4
May 1996	Fair	Satisfactory	Good	Very Good	16500	90.3
July 1994	Fair	Satisfactory	Good	Very Good	17600	91.6
April 1992	Fair	Satisfactory	Very Good	Very Good	17600	91.6
April 1990	Good	Good	Good	Very Good	17600	91.6

Element Data

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.	1,212	1,210	2	0	0
Steel Protective Coating	sq. ft.	15,339	15,337	1	0	1
Deck
Reinforced Concrete Deck	sq. ft.	9,038	9,030	6	2	0
Substructure
Reinforced Concrete Abutment	linear ft.	237	237	0	0	0
Concrete Protective Coating	sq. ft.	2,845	2,841	0	0	4
Joints
Strip Seal Joint	linear ft.	168	48	120	0	0
Bearings
Elastomeric Bearing	each	18	18	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	286	284	2	0	0
Steel Protective Coating	sq. ft.	954	952	2	0	0
Concrete Protective Coating	sq. ft.	823	0	823	0	0
Reinforced Concrete Bridge Rail	linear ft.	32	32	0	0	0
Concrete Protective Coating	sq. ft.	240	240	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1247995