US-127 SB over M-20
Map
Coordinates:
+43.61159, -84.7386243°36'42" N, 84°44'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-127 SB over M-20 |
Structure number: | 000000000004238 |
Old structure number: | 37137013000S082 (from 1992 edition) |
Location: | @ M-20 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 78.7 ft. [24.0 m] |
Total length: | 147.0 ft. [44.8 m] |
Roadway width between curbs: | 43.0 ft. [13.1 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 3° |
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] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,781 [as of 2007] |
Truck traffic: | 11% of total traffic |
Deck condition: | Fair [5 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Fair | Satisfactory | Satisfactory | 6781 | 93.0 |
January 2015 | Fair | Fair | Satisfactory | Good | 6781 | 93.0 |
January 2013 | Fair | Fair | Satisfactory | Good | 6781 | 93.0 |
January 2011 | Fair | Fair | Satisfactory | Good | 6781 | 93.0 |
January 2009 | Fair | Fair | Satisfactory | Good | 6781 | 93.0 |
January 2007 | Fair | Fair | Satisfactory | Good | 5055 | 94.0 |
January 2005 | Fair | Fair | Satisfactory | Satisfactory | 5000 | 94.0 |
January 2003 | Fair | Satisfactory | Satisfactory | Good | 5000 | 95.0 |
March 2001 | Fair | Satisfactory | Good | Satisfactory | 5000 | 95.0 |
August 1999 | Fair | Satisfactory | Good | Satisfactory | 5000 | 100.0 |
July 1997 | Fair | Satisfactory | Good | Satisfactory | 5000 | 93.0 |
June 1997 | Fair | Satisfactory | Good | Satisfactory | 5000 | 93.0 |
October 1995 | Fair | Satisfactory | Satisfactory | Good | 4200 | 93.0 |
July 1993 | Fair | Satisfactory | Satisfactory | Good | 4200 | 93.0 |
March 1991 | Fair | Satisfactory | Satisfactory | Good | 4200 | 93.0 |
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. | 1,323 | 1,241 | 78 | 4 | 0 |
Steel Protective Coating | sq. ft. | 12,511 | 58 | 12,343 | 0 | 110 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,897 | 444 | 6,375 | 78 | 0 |
Wearing Surfaces | sq. ft. | 6,318 | 629 | 5,686 | 3 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 169 | 150 | 15 | 4 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 96 | 84 | 10 | 2 | 0 |
Concrete Protective Coating | sq. ft. | 1,249 | 1,249 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 98 | 0 | 96 | 0 | 2 |
Pourable Joint | linear ft. | 98 | 0 | 0 | 98 | 0 |
Bearings |
Movable Bearing | each | 27 | 0 | 27 | 0 | 0 |
Fixed Bearing | each | 27 | 0 | 22 | 5 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 294 | 187 | 75 | 32 | 0 |
Concrete Protective Coating | sq. ft. | 2,214 | 2,034 | 0 | 0 | 180 |