M-28 over E BR TEASPOON CREEK
Map
Coordinates:
+46.31119, -85.5256646°18'40" N, 85°31'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-28 over E BR TEASPOON CREEK |
Structure number: | 000000000005905 |
Old structure number: | 48148042000B010 (from 1992 edition) |
Location: | 0.9 MI NW OF M-123 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 30.2 ft. [9.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 99.4 ft. [30.3 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,756 [as of 2007] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 3756 | 97.5 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 3756 | 97.5 |
June 2014 | Good | Good | Good | Good | 3756 | 97.5 |
June 2012 | Good | Good | Good | Good | 3756 | 97.5 |
June 2010 | Good | Good | Good | Good | 3756 | 97.5 |
June 2008 | Good | Good | Good | Good | 3756 | 97.5 |
June 2006 | Good | Good | Good | Good | 4111 | 97.3 |
June 2004 | Fair | Good | Very Good | Satisfactory | 2230 | 98.5 |
July 2002 | Good | Very Good | Very Good | Good | 4300 | 97.2 |
July 2000 | Good | Very Good | Very Good | Good | 4300 | 97.2 |
October 1998 | Good | Very Good | Very Good | Very Good | 4300 | 97.2 |
August 1996 | Good | Very Good | - | Very Good | 4300 | 93.2 |
September 1994 | Good | Very Good | Very Good | Very Good | 4000 | 93.3 |
May 1992 | Poor | Fair | Satisfactory | Serious | 4000 | 40.2 |
November 1990 | Poor | Good | Very Good | Serious | 4000 | 41.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 199 | 184 | 15 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,000 | 2,960 | 40 | 0 | 0 |