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M-139 over CONRAIL (ABN) & OX CREEK

Map

Coordinates:
+42.09946, -86.43447
42°05'58" N, 86°26'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-139 over CONRAIL (ABN) & OX CREEK
Structure number:000000000000871
Old structure number:11111031000R010 (from 1992 edition)
Location:SE LTS OF BENTON HARBOR
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:671.9 ft. [204.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1990
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:9
Main spans material:Steel [3]
Main spans 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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,503 [as of 2007]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory1050380.7
June 2016FairSatisfactorySatisfactorySatisfactory1050380.7
June 2014FairSatisfactorySatisfactorySatisfactory1050380.7
June 2012FairSatisfactorySatisfactorySatisfactory1050380.7
June 2010FairSatisfactoryGoodSatisfactory1050380.7
June 2008FairSatisfactoryGoodSatisfactory1050380.7
June 2006FairSatisfactoryGoodGood1108980.6
June 2004FairSatisfactoryVery GoodGood1200080.4
June 2002FairSatisfactoryVery GoodGood1200080.4
August 2000GoodGoodVery GoodVery Good1200080.4
July 1998GoodGoodExcellentVery Good1200080.4
June 1996GoodGoodExcellentVery Good1200080.9
July 1994GoodVery GoodExcellentVery Good1290080.6
May 1992GoodVery GoodExcellentVery Good1290080.6
November 1991GoodExcellentExcellentVery Good1290079.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,3775,3423500
Steel Protective Coatingsq. ft.48,86648,84214010
Deck
Reinforced Concrete Decksq. ft.40,78639,5201,26600
Substructure
Reinforced Concrete Columneach32111380
Reinforced Concrete Abutmentlinear ft.130115690
Reinforced Concrete Pier Caplinear ft.520275226190
Joints
Strip Seal Jointlinear ft.416041600
Pourable Jointlinear ft.1200102117
Compression Jointlinear ft.2502500
Bearings
Elastomeric Bearingeach132132000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3441,201126170