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USH 2-USH 141 over MENOMINEE RIVER

Florence County, Wisconsin

Map

Coordinates:
+45.86608, -88.07501
45°51'58" N, 88°04'30" W

Facts

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

Name:	USH 2-USH 141 over MENOMINEE RIVER
Structure number:	B19000600000000
Location:	AT MICHIGAN STATE LINE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	104.7 ft. `[31.9 m]`
Total length:	313.7 ft. `[95.6 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	46.9 ft. `[14.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1980
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:	3
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:	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:	7,100 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	72.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Fair	Good	Fair	7100	72.9
September 2016	Fair	Fair	Good	Fair	7100	72.9
September 2014	Fair	Fair	Good	Fair	7800	72.9
September 2012	Fair	Satisfactory	Good	Fair	7800	73.9
September 2010	Fair	Satisfactory	Good	Fair	6440	73.9
September 2008	Fair	Satisfactory	Good	Satisfactory	6440	84.9
September 2006	Fair	Good	Good	Satisfactory	6440	84.9
September 2004	Fair	Good	Good	Satisfactory	6440	84.9
September 2002	Good	Good	Good	Good	6440	84.9
September 2000	Fair	Satisfactory	Very Good	Satisfactory	6390	84.9
July 1999	Fair	Satisfactory	Very Good	Good	6390	84.9
August 1998	Fair	Satisfactory	Good	Good	6390	84.9
July 1997	Fair	Satisfactory	Good	Good	6390	84.9
October 1996	Fair	Satisfactory	Good	Good	6390	84.9
September 1995	Fair	Satisfactory	Good	Satisfactory	6390	84.9
May 1994	Fair	Satisfactory	Good	Good	6390	84.9
June 1993	Fair	Good	Good	Satisfactory	6100	84.9
October 1992	Fair	Satisfactory	Satisfactory	Satisfactory	6100	84.9
June 1991	Fair	Satisfactory	Satisfactory	Satisfactory	6100	84.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,561	1,559	2	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,739	11,414	3,325	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	36	24	9	3	0
Reinforced Concrete Abutment	linear ft.	91	31	51	9	0
Reinforced Concrete Pier Cap	linear ft.	85	72	13	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	702	246	425	31	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/1599566