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USH 8 over TOMAHAWK RIVER

Map

Coordinates:
+45.53235, -89.74755
45°31'56" N, 89°44'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 8 over TOMAHAWK RIVER
Structure number:B35006700000000
Location:0.4M E JCT CTH Y
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:100.1 ft. [30.5 m]
Total length:104.7 ft. [31.9 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,700 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:49.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairFair370049.5
August 2015FairSatisfactoryFairFair440037.9
August 2013FairSatisfactoryFairFair440037.9
August 2011FairGoodFairFair440050.2
August 2009FairGoodSatisfactoryFair444050.2
August 2007FairGoodGoodSatisfactory444061.2
August 2005FairVery GoodGoodSatisfactory444061.2
May 2003FairSatisfactorySatisfactorySatisfactory444044.8
October 2001FairSatisfactorySatisfactorySatisfactory221544.9
November 1999FairSatisfactoryFairSatisfactory221539.0
October 1998FairSatisfactorySatisfactorySatisfactory221549.0
July 1997FairSatisfactoryGoodSatisfactory221549.0
October 1996FairGoodSatisfactorySatisfactory221549.0
June 1995FairGoodSatisfactorySatisfactory221549.0
October 1994FairSatisfactorySatisfactorySatisfactory221549.0
September 1993FairSatisfactorySatisfactorySatisfactory311042.8
August 1992FairSatisfactorySatisfactorySatisfactory289042.8
December 1991PoorSatisfactorySatisfactoryCritical28907.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.83666217220
Deck
Reinforced Concrete Decksq. ft.3,2402,90533500
Wearing Surfacessq. ft.3,2402,83840200
Superstructure
Steel Trusslinear ft.20817919100
Steel Protective Coatingsq. ft.3,02502,8501750
Steel Floor Beamlinear ft.2121812830
Steel Gusset Plateeach2416080
Substructure
Reinforced Concrete Abutmentlinear ft.5805170
Joints
Strip Seal Jointlinear ft.6464000
Bearings
Elastomeric Bearingeach20200
Fixed Bearingeach20020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.206206000