TWP 757 over S BR WILD RICE RIVER
Map
Coordinates:
+47.09988, -96.1944347°05'60" N, 96°11'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWP 757 over S BR WILD RICE RIVER |
Structure number: | 03508 |
Location: | 0.5 MI S OF JCT CSAH 18 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 61.4 ft. [18.7 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 1969] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Very Good | Very Good | Good | 50 | 98.0 |
September 2016 | Good | Very Good | Very Good | Good | 50 | 98.0 |
September 2014 | Good | Very Good | Very Good | Good | 50 | 98.0 |
September 2013 | Good | Very Good | Very Good | Good | 50 | 98.0 |
July 2012 | Good | Very Good | Very Good | Good | 50 | 98.0 |
November 2010 | Good | Very Good | Very Good | Good | 50 | 98.0 |
August 2008 | Good | Very Good | Very Good | Good | 50 | 98.0 |
September 2006 | Good | Very Good | Very Good | Good | 50 | 100.0 |
October 2005 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
October 2004 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
November 2003 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
November 2002 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
October 2001 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
December 2000 | Good | Very Good | Very Good | Very Good | 50 | 99.0 |
November 1999 | Good | Very Good | Very Good | Very Good | 50 | 99.0 |
October 1998 | Good | Very Good | Very Good | Very Good | 50 | 99.0 |
October 1997 | Good | Very Good | Very Good | Very Good | 50 | 98.0 |
November 1996 | Good | Very Good | Very Good | Very Good | 50 | 98.0 |
January 1996 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
February 1995 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
December 1993 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
December 1992 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,586 | 1,572 | 14 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,972 | 1,972 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,776 | 1,776 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 101 | 101 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 121 | 0 | 121 | 0 | 0 |