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USH 8 over WOLF RIVER

Forest County, Wisconsin

Map

Coordinates:
+45.57218, -89.01841
45°34'20" N, 89°01'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	USH 8 over WOLF RIVER
Structure number:	B21000100000000
Location:	6.4M E JCT USH 45 TO N
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	51.8 ft. `[15.8 m]`
Total length:	138.5 ft. `[42.2 m]`
Roadway width between curbs:	33.5 ft. `[10.2 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
Year reconstructed:	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:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,900 `[as of 2015]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 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:	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:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	76.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Good	Satisfactory	Satisfactory	2900	76.8
May 2015	Fair	Good	Satisfactory	Satisfactory	3750	75.6
May 2013	Fair	Good	Satisfactory	Satisfactory	3750	75.6
May 2011	Fair	Good	Satisfactory	Good	3750	77.5
May 2009	Good	Good	Good	Good	3500	75.5
May 2007	Good	Good	Good	Good	4140	75.5
May 2005	Good	Good	Good	Very Good	4140	75.5
June 2003	Good	Good	Good	Very Good	4140	75.5
October 2001	Good	Good	Good	Very Good	2990	76.4
July 1999	Good	Good	Good	Very Good	2990	75.4
August 1998	Good	Good	Good	Very Good	2990	75.4
May 1997	Good	Good	Good	Very Good	2990	75.4
July 1996	Good	Good	Good	Good	2990	75.4
September 1995	Good	Good	Good	Good	2990	75.5
June 1994	Fair	Good	Satisfactory	Good	2990	75.5
June 1993	Fair	Good	Satisfactory	Good	2370	77.4
May 1992	Fair	Satisfactory	Satisfactory	Satisfactory	2370	77.4
August 1991	Fair	Satisfactory	Satisfactory	Satisfactory	2370	77.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	688	365	310	13	0
Steel Protective Coating	sq. ft.	5,019	4,636	0	306	77
Deck
Reinforced Concrete Deck	sq. ft.	5,055	4,992	63	0	0
Wearing Surfaces	sq. ft.	5,055	5,023	32	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	72	66	6	0	0
Steel Pile	each	14	14	0	0	0
Steel Protective Coating	sq. ft.	5,019	4,966	53	0	0
Reinforced Concrete Pier Cap	linear ft.	68	64	4	0	0
Joints
Strip Seal Joint	linear ft.	35	0	35	0	0
Compression Joint	linear ft.	35	12	23	0	0
Bearings
Movable Bearing	each	5	0	0	5	0
Fixed Bearing	each	15	9	6	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	275	255	18	2	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1599764