M-28 over DRIGGS RIVER
Map
Coordinates:
+46.34551, -86.1265946°20'44" N, 86°07'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-28 over DRIGGS RIVER |
Structure number: | 000000000009692 |
Old structure number: | 75175061000B040 (from 1992 edition) |
Location: | 11.3 MI E OF ALGER COL |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 54.8 ft. [16.7 m] |
Total length: | 54.8 ft. [16.7 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,973 [as of 2007] |
Truck traffic: | 13% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 1973 | 84.8 |
September 2015 | Good | Good | Good | Good | 1973 | 84.8 |
September 2013 | Good | Good | Good | Good | 1973 | 84.8 |
September 2011 | Good | Good | Good | Good | 1973 | 84.8 |
September 2009 | Good | Good | Good | Good | 1973 | 84.8 |
September 2007 | Good | Good | Good | Good | 2624 | 80.5 |
September 2005 | Good | Good | Good | Good | 2624 | 80.5 |
September 2003 | Good | Good | Very Good | Good | 2400 | 81.6 |
September 2001 | Good | Good | Very Good | Good | 2400 | 81.6 |
October 1999 | Good | Good | Very Good | Good | 2400 | 87.3 |
July 1997 | Good | Very Good | Very Good | Good | 2400 | 79.6 |
September 1995 | Good | Very Good | Very Good | Good | 2200 | 80.7 |
September 1993 | Good | Very Good | Very Good | Good | 2200 | 80.7 |
September 1991 | Good | Very Good | Very Good | Good | 2200 | 80.7 |
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. | 440 | 430 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,100 | 0 | 2,900 | 200 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,420 | 2,412 | 8 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,420 | 2,412 | 8 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 156 | 149 | 7 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 8 | 0 | 0 | 0 |
Fixed Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 110 | 90 | 18 | 2 | 0 |