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STH 13 over BRUNSWEILER RIVER

Ashland County, Wisconsin

Map

Coordinates:
+46.41304, -90.80762
46°24'47" N, 90°48'27" W

Facts

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

Name:	STH 13 over BRUNSWEILER RIVER
Structure number:	B02001300000000
Location:	0.5M N JCT CTH C
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	58.4 ft. `[17.8 m]`
Total length:	117.8 ft. `[35.9 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.9 ft. `[14.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1971
Year reconstructed:	2003
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:	2
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,500 `[as of 2015]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	91.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Good	Good	Satisfactory	2500	91.9
October 2015	Good	Good	Good	Good	2500	91.9
May 2014	Good	Good	Good	Good	2600	91.6
May 2012	Good	Good	Good	Good	2900	90.7
May 2010	Good	Good	Good	Good	2300	92.5
May 2008	Good	Very Good	Good	Good	2300	92.5
May 2006	Good	Very Good	Good	Good	2480	92.0
August 2004	Good	Very Good	Good	Good	2480	92.0
November 2003	Good	Very Good	Good	Good	2480	92.0
May 2001	Fair	Fair	Good	Good	2400	88.7
June 1999	Fair	Fair	Very Good	Very Good	2500	86.4
November 1998	Fair	Fair	Very Good	Very Good	2500	86.4
September 1997	Fair	Fair	Very Good	Very Good	2500	86.4
March 1996	Good	Very Good	Very Good	Very Good	2155	88.5
May 1995	Good	Very Good	Very Good	Very Good	2155	88.2
October 1994	Good	Very Good	Very Good	Very Good	2155	88.2
January 1994	Good	Very Good	Very Good	Very Good	1990	88.7
September 1991	Good	Very Good	Very Good	Good	1940	88.8

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
Prestressed Concrete Girder/Beam	linear ft.	472	452	20	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,635	4,435	1,200	0	0
Substructure
Reinforced Concrete Column	each	3	1	2	0	0
Reinforced Concrete Abutment	linear ft.	94	86	4	4	0
Reinforced Concrete Pier Cap	linear ft.	39	39	0	0	0
Bearings
Fixed Bearing	each	4	4	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	282	12	270	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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