US-127 SB over LITTLE SALT RIVER
Map
Coordinates:
+43.53449, -84.6770343°32'04" N, 84°40'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-127 SB over LITTLE SALT RIVER |
Structure number: | 000000000004226 |
Old structure number: | 37137013000B012 (from 1992 edition) |
Location: | 4.7 MI N OF GRATIOT COL |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 43.0 ft. [13.1 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | Epoxy Overlay [5] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,457 [as of 2007] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Good | 10457 | 99.0 |
April 2015 | Fair | Satisfactory | Satisfactory | Good | 10457 | 99.0 |
April 2013 | Fair | Satisfactory | Satisfactory | Good | 10457 | 99.0 |
April 2011 | Fair | Satisfactory | Good | Good | 10457 | 99.0 |
April 2009 | Good | Good | Very Good | Good | 10457 | 99.0 |
April 2007 | Good | Good | Very Good | Good | 13337 | 98.8 |
April 2005 | Good | Good | Very Good | Good | 7500 | 99.3 |
April 2003 | Fair | Satisfactory | Good | Good | 7500 | 99.3 |
April 2001 | Fair | Satisfactory | Good | Good | 7500 | 99.3 |
July 1999 | Fair | Satisfactory | Good | Good | 7500 | 99.3 |
July 1997 | Good | Good | Good | Good | 7500 | 97.3 |
June 1997 | Good | Good | Good | Good | 7500 | 97.3 |
October 1995 | Fair | Fair | Good | Good | 7200 | 96.5 |
July 1993 | Fair | Fair | Very Good | Good | 7200 | 96.5 |
March 1991 | Fair | Satisfactory | Very Good | Good | 7200 | 97.5 |
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. | 499 | 487 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,513 | 3,478 | 0 | 0 | 35 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,341 | 2,081 | 248 | 12 | 0 |
Wearing Surfaces | sq. ft. | 2,146 | 1,610 | 536 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,146 | 2,146 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 167 | 159 | 8 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 94 | 0 | 48 | 46 | 0 |
Bearings |
Movable Bearing | each | 10 | 10 | 0 | 0 | 0 |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 100 | 43 | 51 | 6 | 0 |