M-28 over MATCH CREEK BURIED
Map
Coordinates:
+46.55180, -89.3777246°33'06" N, 89°22'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-28 over MATCH CREEK BURIED |
Structure number: | 000000000008487 |
Old structure number: | 66166022000B020 (from 1992 edition) |
Location: | 8.6 MI W OF US-45 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 69.9 ft. [21.3 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,331 [as of 2007] |
Truck traffic: | 19% 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: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 81.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1331 | 81.6 |
August 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1331 | 81.6 |
August 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1331 | 81.6 |
August 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1331 | 87.5 |
August 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1331 | 87.5 |
August 2008 | Fair | Very Good | Good | Satisfactory | 1331 | 87.5 |
August 2006 | Fair | Good | Good | Satisfactory | 1589 | 86.2 |
August 2004 | Fair | Good | Good | Satisfactory | 1900 | 82.6 |
August 2002 | Fair | Good | Good | Satisfactory | 1900 | 82.6 |
August 2000 | Fair | Good | Good | Satisfactory | 1900 | 81.6 |
September 1998 | Fair | Very Good | - | Satisfactory | 1900 | 87.2 |
October 1996 | Fair | Very Good | - | Satisfactory | 1900 | 79.6 |
October 1994 | Fair | Good | Satisfactory | Satisfactory | 1800 | 80.1 |
October 1992 | Fair | Good | Satisfactory | Satisfactory | 1800 | 69.9 |
September 1991 | Fair | - | - | - | 1800 | 69.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 180 | 160 | 20 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,820 | 1,750 | 20 | 50 | 0 |