US-127 SB over EAST RIVER RD RR(ABN)
Map
Coordinates:
+43.62633, -84.7590043°37'35" N, 84°45'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-127 SB over EAST RIVER RD RR(ABN) |
Structure number: | 000000000004250 |
Old structure number: | 37137014000R012 (from 1992 edition) |
Location: | 0.1 MI N OF US-127 BR |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 197.8 ft. [60.3 m] |
Roadway width between curbs: | 43.6 ft. [13.3 m] |
Deck width edge-to-edge: | 47.9 ft. [14.6 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 47° |
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: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,625 [as of 2007] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 69.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Fair | 8625 | 69.8 |
July 2015 | Fair | Satisfactory | Satisfactory | Fair | 8625 | 69.8 |
July 2013 | Fair | Satisfactory | Satisfactory | Good | 8625 | 81.0 |
July 2011 | Fair | Satisfactory | Satisfactory | Good | 8625 | 81.0 |
July 2009 | Fair | Satisfactory | Satisfactory | Good | 8625 | 81.0 |
July 2007 | Fair | Satisfactory | Satisfactory | Good | 8573 | 81.0 |
July 2005 | Fair | Satisfactory | Satisfactory | Good | 8573 | 81.0 |
July 2003 | Fair | Satisfactory | Satisfactory | Good | 5000 | 81.4 |
July 2001 | Fair | Satisfactory | Good | Good | 5000 | 81.4 |
August 1999 | Fair | Satisfactory | Good | Fair | 5000 | 72.3 |
June 1997 | Fair | Good | Very Good | Fair | 5000 | 70.3 |
October 1995 | Fair | Good | Very Good | Satisfactory | 5400 | 81.5 |
July 1993 | Fair | Good | Very Good | Satisfactory | 5400 | 81.5 |
March 1991 | Fair | Good | Very Good | Satisfactory | 5400 | 81.5 |
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. | 1,780 | 1,780 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 13,903 | 13,816 | 0 | 0 | 87 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,475 | 9,277 | 190 | 8 | 0 |
Wearing Surfaces | sq. ft. | 8,632 | 0 | 8,620 | 12 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 104 | 98 | 6 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 104 | 81 | 15 | 8 | 0 |
Joints |
Strip Seal Joint | linear ft. | 96 | 0 | 88 | 0 | 8 |
Pourable Joint | linear ft. | 87 | 0 | 0 | 87 | 0 |
Bearings |
Movable Bearing | each | 27 | 27 | 0 | 0 | 0 |
Fixed Bearing | each | 27 | 27 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 396 | 183 | 198 | 15 | 0 |
Concrete Protective Coating | sq. ft. | 2,979 | 0 | 0 | 0 | 2,979 |