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LRD MAIN STREET over PIGEON CREEK

Ozaukee County, Wisconsin

Map

Coordinates:
+43.23249, -87.98384
43°13'57" N, 87°59'02" W

Facts

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

Name:	LRD MAIN STREET over PIGEON CREEK
Structure number:	B45008000000000
Location:	0.7M N JCT STH 167
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	61.0 ft. `[18.6 m]`
Total length:	62.7 ft. `[19.1 m]`
Roadway width between curbs:	37.1 ft. `[11.3 m]`
Deck width edge-to-edge:	62.0 ft. `[18.9 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	8,610 `[as of 2015]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	80.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$567,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Good	Good	8610	80.5
September 2016	Fair	Satisfactory	Good	Good	8610	80.5
September 2014	Fair	Satisfactory	Good	Good	8400	78.5
September 2012	Fair	Satisfactory	Good	Good	8400	78.5
September 2010	Fair	Satisfactory	Good	Good	11100	78.3
October 2008	Fair	Satisfactory	Good	Good	11100	78.3
August 2006	Fair	Satisfactory	Good	Good	10300	78.4
August 2004	Fair	Satisfactory	Good	Good	14900	78.1
October 2002	Fair	Satisfactory	Good	Good	11400	78.3
October 2000	Fair	Satisfactory	Good	Good	11400	77.6
November 1998	Fair	Satisfactory	Good	Good	15310	75.2
August 1996	Good	Good	Good	Good	15310	75.2
September 1994	Good	Very Good	Good	Good	15310	75.5
November 1992	Good	Very Good	Good	Good	8870	76.1
December 1990	Good	Very Good	Very Good	Very Good	8870	76.1

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 Closed Web/Box Girder	linear ft.	1,154	794	360	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	3,918	3,918	0	0	0
Wearing Surfaces	sq. ft.	3,918	3,156	730	32	0
Substructure
Reinforced Concrete Abutment	linear ft.	124	117	7	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	123	111	12	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/1603662