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M-89 (WASHINGTON) over BATTLE CREEK RIVER

Map

Coordinates:
+42.32296, -85.19118
42°19'23" N, 85°11'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-89 (WASHINGTON) over BATTLE CREEK RIVER
Structure number:000000000001191
Old structure number:13113012000B010 (from 1992 edition)
Location:0.2 MI N OF I-94 BL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:86.9 ft. [26.5 m]
Total length:173.9 ft. [53.0 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Owner:State Highway Agency [01]
Year built:1982
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,004 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:68.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairGood1100468.7
August 2015FairFairFairGood1100468.7
August 2013FairFairFairGood1100468.7
August 2011FairFairFairGood1100468.7
August 2009FairFairFairGood1100468.7
August 2007FairFairFairGood1676267.4
October 2005FairFairFairGood1676267.4
August 2003FairFairFairGood500070.3
August 2001FairSatisfactoryFairGood500071.3
September 1999FairSatisfactoryFairVery Good500075.1
August 1997FairSatisfactoryFairVery Good500071.3
June 1995FairSatisfactoryFairVery Good590071.3
June 1993FairSatisfactoryFairVery Good590071.3
May 1991FairSatisfactorySatisfactoryVery Good590082.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3,6553,463312366
Concrete Protective Coatingsq. ft.2,1752,175000
Deck
Prestressed Concrete Top Flangesq. ft.11,52511,525000
Wearing Surfacessq. ft.9,0719,0412460
Substructure
Reinforced Concrete Pier Walllinear ft.7068200
Concrete Protective Coatingsq. ft.1,4001,3802000
Reinforced Concrete Abutmentlinear ft.131130100
Concrete Protective Coatingsq. ft.5245120012
Joints
Strip Seal Jointlinear ft.6606600
Bearings
Elastomeric Bearingeach8484000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.348340800
Concrete Protective Coatingsq. ft.2,01801,3187000