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IH 43 NB over LRD ROSECRANS RD

Manitowoc County, Wisconsin

Map

Coordinates:
+44.32302, -87.82658
44°19'23" N, 87°49'36" W

Facts

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

Name:	IH 43 NB over LRD ROSECRANS RD
Structure number:	B36010400000000
Location:	4.7M N JCT STH 147
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	122.4 ft. `[37.3 m]`
Total length:	124.7 ft. `[38.0 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	14°
Owner:	State Highway Agency `[01]`
Year built:	1979
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	9,200 `[as of 2017]`
Truck traffic:	22% 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]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	87.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Good	Good	Satisfactory	9200	87.7
September 2015	Fair	Good	Good	Satisfactory	9200	87.7
September 2013	Good	Good	Good	Good	9600	87.2
September 2011	Good	Good	Good	Good	9600	87.2
September 2009	Fair	Good	Good	Satisfactory	14600	85.0
September 2007	Fair	Good	Good	Satisfactory	14600	85.0
September 2005	Fair	Good	Very Good	Satisfactory	14600	85.0
October 2003	Fair	Good	Very Good	Satisfactory	14600	85.0
October 2001	Fair	Good	Very Good	Satisfactory	14600	85.0
December 1999	Fair	Very Good	Very Good	Satisfactory	14600	85.0
November 1998	Fair	Very Good	Very Good	Satisfactory	14600	85.0
September 1997	Fair	Very Good	Very Good	Satisfactory	14600	85.0
December 1996	Fair	Very Good	Very Good	Satisfactory	14600	85.0
October 1995	Fair	Good	Very Good	Satisfactory	14600	85.0
November 1994	Fair	Good	Very Good	Satisfactory	14600	85.0
November 1993	Fair	Satisfactory	Very Good	Satisfactory	3210	94.4
December 1992	Fair	Satisfactory	Very Good	Satisfactory	3210	94.4
December 1991	Fair	Very Good	Very Good	Satisfactory	3210	94.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	846	846	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,362	5,308	54	0	0
Wearing Surfaces	sq. ft.	5,362	4,762	600	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	87	60	24	3	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	314	236	78	0	0

© Copyright 2012-19, 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/1601569