USH 2-USH 141 over BRULE RIVER

Map

Coordinates:
+45.96097, -88.31599
45°57'39" N, 88°18'58" W

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

Name:	USH 2-USH 141 over BRULE RIVER
Structure number:	B19066000000000
Location:	MICHIGAN STATE LINE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	165.0 ft. `[50.3 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1941
Year reconstructed:	1995
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,200 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	86.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Satisfactory	Satisfactory	4200	86.0
September 2016	Fair	Satisfactory	Satisfactory	Satisfactory	4200	86.0
September 2014	Fair	Good	Satisfactory	Satisfactory	4200	86.0
September 2012	Fair	Good	Satisfactory	Satisfactory	4200	86.0
September 2010	Fair	Good	Satisfactory	Satisfactory	3990	89.8
September 2008	Fair	Good	Good	Satisfactory	3990	89.8
September 2006	Fair	Good	Good	Satisfactory	3990	89.8
September 2004	Good	Good	Good	Good	3990	89.8
September 2002	Good	Good	Good	Good	3990	89.8
September 2000	Fair	Very Good	Satisfactory	Satisfactory	3415	91.1
July 1999	Good	Very Good	Good	Good	3415	89.1
August 1998	Good	Very Good	Good	Good	3415	89.1
July 1997	Good	Very Good	Good	Good	3415	89.1
October 1996	Good	Good	Good	Good	3415	89.1
December 1995	Fair	Excellent	Good	Satisfactory	3415	89.2
May 1994	Fair	Fair	Satisfactory	Satisfactory	3415	84.0
June 1993	Fair	Fair	Satisfactory	Satisfactory	2720	85.9
August 1992	Poor	Poor	Satisfactory	Satisfactory	2720	83.7
June 1991	Fair	Fair	Satisfactory	Satisfactory	2720	85.9

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,320	1,000	313	7	0
Steel Protective Coating	sq. ft.	11,511	0	10,861	608	42
Deck
Reinforced Concrete Deck	sq. ft.	6,930	6,900	28	2	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	82	0	82	0	0
Reinforced Concrete Abutment	linear ft.	81	67	12	2	0
Joints
Strip Seal Joint	linear ft.	88	88	0	0	0
Bearings
Fixed Bearing	each	8	8	0	0	0
Other Bearing	each	24	24	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	330	0	330	0	0