USH 2-USH 141 over MENOMINEE RIVER
Map
Coordinates:
+45.86608, -88.0750145°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 |