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STH 181-S 84TH ST over HONEY CREEK

Milwaukee County, Wisconsin

Map

Coordinates:
+43.02942, -88.01731
43°01'46" N, 88°01'02" W

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Facts

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

Name:	STH 181-S 84TH ST over HONEY CREEK
Structure number:	B40098600000000
Location:	0.2M N JCT IH 94 TO E
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	67.9 ft. `[20.7 m]`
Deck width edge-to-edge:	107.6 ft. `[32.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1934
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:	Frame `[07]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	26,595 `[as of 2016]`
Truck traffic:	3% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	62.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$328,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Poor	Poor	Poor	Fair	26595	62.3
July 2017	Poor	Poor	Poor	Fair	26595	62.3
July 2016	Poor	Poor	Poor	Fair	17798	64.8
July 2015	Poor	Poor	Poor	Fair	17798	64.8
July 2014	Poor	Poor	Poor	Fair	17280	65.0
July 2012	Fair	Fair	Fair	Fair	17280	81.2
July 2010	Poor	Poor	Poor	Fair	16150	51.0
July 2008	Poor	Poor	Poor	Fair	16150	52.0
June 2006	Poor	Poor	Poor	Poor	16150	52.0
June 2004	Poor	Poor	Poor	Poor	16150	52.0
June 2002	Poor	Poor	Poor	Poor	16150	52.0
July 2000	Poor	Poor	Poor	Poor	18800	52.0
April 1998	Poor	Poor	Poor	Poor	12670	52.0
November 1996	Poor	Poor	Poor	Poor	12670	52.0
July 1994	Poor	Poor	Poor	Poor	12670	52.0
March 1992	Poor	Poor	Poor	Poor	11420	52.4
August 1990	Poor	Poor	Poor	Poor	11420	52.4

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	204	176	20	8	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	258	246	12	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,225	2,933	82	210	0
Wearing Surfaces	sq. ft.	1,680	1,483	197	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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