U TWP 332 over WINTER ROAD RIVER
Map
Coordinates:
+48.70667, -94.7138148°42'24" N, 94°42'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | U TWP 332 over WINTER ROAD RIVER |
Structure number: | 39518 |
Location: | 0.4 MI S OF JCT TH 11 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 73.5 ft. [22.4 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1996 |
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 Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 67 [as of 1996] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Very Good | Very Good | 67 | 100.0 |
November 2015 | Good | Excellent | Excellent | Excellent | 67 | 100.0 |
October 2013 | Good | Excellent | Excellent | Excellent | 67 | 100.0 |
October 2011 | Good | Excellent | Excellent | Excellent | 67 | 100.0 |
October 2009 | Good | Excellent | Excellent | Excellent | 67 | 98.0 |
October 2007 | Good | Excellent | Excellent | Excellent | 67 | 100.0 |
December 2005 | Good | Excellent | Excellent | Excellent | 67 | 100.0 |
February 2004 | Good | Excellent | Excellent | Excellent | 67 | 100.0 |
November 2002 | Good | Excellent | Excellent | Excellent | 67 | 100.0 |
December 2001 | Good | Excellent | Excellent | Excellent | 67 | 100.0 |
October 2000 | Good | Excellent | Excellent | Excellent | 67 | 99.0 |
October 1999 | Good | Excellent | Excellent | Excellent | 67 | 99.0 |
October 1997 | Good | Excellent | Excellent | Excellent | 67 | 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. | 299 | 299 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,648 | 2,648 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,400 | 2,400 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 116 | 116 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 154 | 154 | 0 | 0 | 0 |