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US-45 over ROSELAWN CREEK

Map

Coordinates:
+46.40381, -89.17866
46°24'14" N, 89°10'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-45 over ROSELAWN CREEK
Structure number:000000000008493
Old structure number:66166031000B010 (from 1992 edition)
Location:5.2 MI N OF GOGEBIC COL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:35.8 ft. [10.9 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:State Highway Agency [01]
Year built:1957
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:Steel [3]
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: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,648 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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 minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:85.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$19,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairSatisfactory164885.0
July 2016FairGoodFairSatisfactory164885.1
July 2014FairGoodFairSatisfactory164885.1
July 2012FairGoodFairSatisfactory164885.1
July 2010FairGoodFairSatisfactory164885.1
July 2008FairGoodFairSatisfactory164884.1
August 2006FairGoodFairSatisfactory186883.7
August 2004FairGoodGoodSatisfactory97096.5
August 2002FairGoodGoodSatisfactory97091.4
August 2000FairSatisfactoryGoodFair97081.2
October 1998FairSatisfactoryGoodFair97086.3
February 1997GoodGoodGoodGood97090.4
October 1994FairGoodGoodSatisfactory170094.4
September 1992FairGoodGoodSatisfactory170094.4
August 1990FairFairGoodFair170082.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.80076822100
Steel Protective Coatingsq. ft.5,0001,4503,500500
Deck
Reinforced Concrete Decksq. ft.4,3004,24545100
Wearing Surfacessq. ft.4,3004,2584020
Substructure
Reinforced Concrete Pier Walllinear ft.9086400
Reinforced Concrete Abutmentlinear ft.1361003600
Joints
Strip Seal Jointlinear ft.9209200
Bearings
Movable Bearingeach2420400
Fixed Bearingeach2420400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.20001001000