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STH 32-STH 57 over KILLSNAKE RIVER

Calumet County, Wisconsin

Map

Coordinates:
+44.06027, -88.16301
44°03'37" N, 88°09'47" W

Facts

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

Name:	STH 32-STH 57 over KILLSNAKE RIVER
Structure number:	B08001400000000
Location:	2.2M N JCT USH 151 TO S
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	110.6 ft. `[33.7 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Skew angle:	10°
Owner:	State Highway Agency `[01]`
Year built:	1983
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:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,900 `[as of 2018]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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:	83.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Satisfactory	Good	7900	83.9
February 2016	Good	Good	Good	Good	7000	83.9
February 2014	Good	Good	Good	Good	6630	83.9
February 2012	Good	Good	Good	Good	6630	83.9
February 2010	Good	Good	Good	Good	6630	83.9
February 2008	Good	Good	Good	Good	6630	83.9
February 2006	Good	Good	Good	Good	6630	83.9
February 2004	Good	Good	Good	Good	6630	83.9
September 2001	Good	Good	Good	Good	5130	85.5
December 1998	Fair	Fair	Fair	Satisfactory	5130	71.9
December 1997	Fair	Fair	Fair	Satisfactory	5130	71.9
November 1996	Fair	Fair	Fair	Satisfactory	5130	71.9
September 1995	Fair	Fair	Fair	Satisfactory	5130	71.9
December 1994	Fair	Fair	Fair	Satisfactory	5130	71.9
October 1993	Fair	Fair	Fair	Satisfactory	5300	71.9
October 1992	Fair	Satisfactory	Satisfactory	Satisfactory	5300	83.9
October 1991	Fair	Satisfactory	Satisfactory	Satisfactory	5300	83.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Deck	sq. ft.	4,756	4,715	41	0	0
Substructure
Steel Column	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	225	135	90	0	0
Reinforced Concrete Abutment	linear ft.	88	87	1	0	0
Reinforced Concrete Pier Cap	linear ft.	45	45	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	258	236	22	0	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/1597597