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OR 22 (HWY 162) over BREITENBUSH RIVER

Map

Coordinates:
+44.73984, -122.15525
44°44'23" N, 122°09'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 22 (HWY 162) over BREITENBUSH RIVER
Structure number:07017 162 04984
Location:IN DETROIT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:140.1 ft. [42.7 m]
Total length:440.6 ft. [134.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2016]
Truck traffic:22% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:54.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,257,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory500054.3
August 2015FairSatisfactorySatisfactorySatisfactory430054.3
August 2013FairSatisfactorySatisfactoryGood400054.3
August 2011FairSatisfactorySatisfactoryGood400054.3
August 2009FairSatisfactorySatisfactoryGood380054.3
August 2007FairSatisfactorySatisfactoryGood410049.5
August 2005FairSatisfactorySatisfactoryGood410052.5
August 2003FairGoodSatisfactorySatisfactory370052.2
August 2001FairGoodSatisfactorySatisfactory380053.5
August 1999FairSatisfactorySatisfactoryGood410053.5
August 1997FairFairSatisfactoryGood300049.5
August 1995FairSatisfactorySatisfactoryGood300050.5
August 1993FairSatisfactorySatisfactoryGood300050.5
August 1991FairSatisfactorySatisfactoryGood470050.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,76201,75840
Steel Protective Coatingsq. ft.29,01211,60510,1545,8021,451
Steel Stringerlinear ft.88017670400
Steel Protective Coatingsq. ft.4,6779353,2744680
Deck
Reinforced Concrete Decksq. ft.15,41813,7511,3643030
Wearing Surfacessq. ft.11,45311,15330000
Superstructure
Steel Floor Beamlinear ft.120011550
Steel Protective Coatingsq. ft.1,00809071010
Substructure
Reinforced Concrete Columneach104600
Reinforced Concrete Abutmentlinear ft.7063700
Reinforced Concrete Pile Cap/Footinglinear ft.1521302200
Reinforced Concrete Pier Caplinear ft.105103200
Joints
Pourable Jointlinear ft.40004
Open Jointlinear ft.7070000
Other Jointlinear ft.105052530
Bearings
Movable Bearingeach1601600
Steel Protective Coatingsq. ft.114001140
Fixed Bearingeach80800
Steel Protective Coatingsq. ft.6406400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8820838440
Steel Protective Coatingsq. ft.5,47004,9235470