US-31 over PINE RIVER
Map
Coordinates:
+45.31876, -85.2586745°19'08" N, 85°15'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-31 over PINE RIVER |
Structure number: | 000000000001471 |
Old structure number: | 15115012000B010 (from 1992 edition) |
Location: | IN CHARLEVOIX |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 110.9 ft. [33.8 m] |
Total length: | 223.4 ft. [68.1 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 57.7 ft. [17.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1949 |
Year reconstructed: | 1992 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Movable - Bascule [16] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,275 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 48.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Fair | Satisfactory | 13275 | 48.8 |
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 13275 | 59.8 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 15896 | 59.8 |
May 2015 | Fair | Good | Satisfactory | Satisfactory | 15896 | 59.8 |
May 2014 | Fair | Good | Satisfactory | Satisfactory | 15896 | 59.8 |
September 2013 | Fair | Good | Good | Satisfactory | 15896 | 59.8 |
May 2012 | Fair | Good | Good | Satisfactory | 15896 | 59.7 |
April 2011 | Fair | Good | Good | Satisfactory | 15896 | 59.7 |
April 2009 | Fair | Good | Good | Satisfactory | 15896 | 59.7 |
October 2008 | Fair | Good | Good | Satisfactory | 15896 | 59.7 |
October 2007 | Fair | Good | Good | Satisfactory | 13716 | 59.7 |
October 2006 | Fair | Good | Good | Satisfactory | 13716 | 59.7 |
August 2005 | Good | Good | Good | Good | 13716 | 59.7 |
October 2004 | Good | Good | Good | Good | 12000 | 59.7 |
October 2003 | Good | Good | Good | Good | 12000 | 59.7 |
October 2002 | Good | Good | Good | Good | 12000 | 59.7 |
October 2001 | Good | Good | Good | Good | 12000 | 59.7 |
September 2000 | Good | Good | Good | Good | 12000 | 59.7 |
June 1999 | Good | Very Good | Good | Good | 12000 | 59.7 |
May 1997 | Good | Good | Good | Good | 12000 | 59.7 |
May 1996 | Good | Good | Good | Good | 12000 | 59.7 |
October 1995 | Good | Very Good | Very Good | Good | 13500 | 59.5 |
October 1993 | Fair | Satisfactory | Satisfactory | Good | 13500 | 59.5 |
May 1991 | Poor | Fair | Poor | Good | 11500 | 37.4 |
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. | 1,313 | 1,053 | 238 | 22 | 0 |
Steel Protective Coating | sq. ft. | 20,000 | 18,400 | 1,000 | 600 | 0 |
Steel Stringer | linear ft. | 451 | 442 | 9 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4,500 | 4,455 | 45 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,645 | 7,610 | 35 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,826 | 5,822 | 4 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 5,826 | 5,826 | 0 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 570 | 102 | 336 | 132 | 0 |
Steel Protective Coating | sq. ft. | 12,000 | 10,560 | 840 | 600 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 448 | 354 | 94 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 150 | 129 | 12 | 9 | 0 |
Deck |
Open Grid Deck | sq. ft. | 4,100 | 4,100 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21,000 | 21,000 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 115 | 0 | 115 | 0 | 0 |
Pourable Joint | linear ft. | 115 | 115 | 0 | 0 | 0 |
Compression Joint | linear ft. | 115 | 115 | 0 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 173 | 168 | 0 | 5 | 0 |
Bearings |
Movable Bearing | each | 8 | 0 | 4 | 0 | 4 |
Steel Protective Coating | sq. ft. | 20 | 0 | 10 | 10 | 0 |
Fixed Bearing | each | 22 | 22 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 110 | 106 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 445 | 445 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 19,135 | 19,135 | 0 | 0 | 0 |