USH 8 over WOLF RIVER
Map
Coordinates:
+45.57218, -89.0184145°34'20" N, 89°01'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | USH 8 over WOLF RIVER |
Structure number: | B21000100000000 |
Location: | 6.4M E JCT USH 45 TO N |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 138.5 ft. [42.2 m] |
Roadway width between curbs: | 33.5 ft. [10.2 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Year reconstructed: | 1982 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,900 [as of 2015] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 76.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Satisfactory | Satisfactory | 2900 | 76.8 |
May 2015 | Fair | Good | Satisfactory | Satisfactory | 3750 | 75.6 |
May 2013 | Fair | Good | Satisfactory | Satisfactory | 3750 | 75.6 |
May 2011 | Fair | Good | Satisfactory | Good | 3750 | 77.5 |
May 2009 | Good | Good | Good | Good | 3500 | 75.5 |
May 2007 | Good | Good | Good | Good | 4140 | 75.5 |
May 2005 | Good | Good | Good | Very Good | 4140 | 75.5 |
June 2003 | Good | Good | Good | Very Good | 4140 | 75.5 |
October 2001 | Good | Good | Good | Very Good | 2990 | 76.4 |
July 1999 | Good | Good | Good | Very Good | 2990 | 75.4 |
August 1998 | Good | Good | Good | Very Good | 2990 | 75.4 |
May 1997 | Good | Good | Good | Very Good | 2990 | 75.4 |
July 1996 | Good | Good | Good | Good | 2990 | 75.4 |
September 1995 | Good | Good | Good | Good | 2990 | 75.5 |
June 1994 | Fair | Good | Satisfactory | Good | 2990 | 75.5 |
June 1993 | Fair | Good | Satisfactory | Good | 2370 | 77.4 |
May 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 2370 | 77.4 |
August 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 2370 | 77.4 |
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 |
Steel Girder/Beam | linear ft. | 688 | 365 | 310 | 13 | 0 |
Steel Protective Coating | sq. ft. | 5,019 | 4,636 | 0 | 306 | 77 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,055 | 4,992 | 63 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,055 | 5,023 | 32 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 72 | 66 | 6 | 0 | 0 |
Steel Pile | each | 14 | 14 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,019 | 4,966 | 53 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 68 | 64 | 4 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 35 | 0 | 35 | 0 | 0 |
Compression Joint | linear ft. | 35 | 12 | 23 | 0 | 0 |
Bearings |
Movable Bearing | each | 5 | 0 | 0 | 5 | 0 |
Fixed Bearing | each | 15 | 9 | 6 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 275 | 255 | 18 | 2 | 0 |