US-127 NB over SPRING CREEK
Map
Coordinates:
+43.70668, -84.7579643°42'24" N, 84°45'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-127 NB over SPRING CREEK |
Structure number: | 000000000004242 |
Old structure number: | 37137014000B021 (from 1992 edition) |
Location: | IN ROSEBUSH |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 43.0 ft. [13.1 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Skew angle: | 25° |
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: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,152 [as of 2007] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Satisfactory | Good | 8152 | 93.2 |
March 2015 | Fair | Fair | Satisfactory | Good | 8152 | 93.2 |
March 2013 | Fair | Fair | Satisfactory | Good | 8152 | 93.2 |
March 2011 | Fair | Fair | Satisfactory | Good | 8152 | 93.2 |
April 2009 | Fair | Fair | Satisfactory | Good | 8152 | 93.2 |
April 2007 | Fair | Fair | Satisfactory | Good | 7996 | 93.2 |
April 2005 | Fair | Fair | Satisfactory | Good | 7000 | 93.3 |
April 2003 | Fair | Fair | Good | Good | 7000 | 93.3 |
April 2001 | Fair | Fair | Good | Good | 7000 | 93.3 |
July 1999 | Fair | Satisfactory | Good | Good | 7000 | 99.3 |
June 1997 | Fair | Satisfactory | Good | Good | 7000 | 92.3 |
October 1995 | Fair | Satisfactory | Good | Good | 5600 | 92.6 |
July 1993 | Fair | Satisfactory | Very Good | Good | 5600 | 92.6 |
March 1991 | Fair | Satisfactory | Very Good | Good | 5600 | 92.6 |
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. | 210 | 185 | 21 | 4 | 0 |
Steel Protective Coating | sq. ft. | 1,178 | 0 | 1,003 | 0 | 175 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,399 | 354 | 755 | 290 | 0 |
Wearing Surfaces | sq. ft. | 1,399 | 774 | 475 | 150 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 219 | 211 | 8 | 0 | 0 |
Joints |
Other Joint | linear ft. | 94 | 0 | 0 | 94 | 0 |
Bearings |
Movable Bearing | each | 7 | 0 | 7 | 0 | 0 |
Fixed Bearing | each | 7 | 0 | 7 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 60 | 30 | 18 | 12 | 0 |