Share: 
UTWN 101 over BAUDETTE RIVER
Map
Coordinates:
+48.65687, -94.62330
48°39'25" N, 94°37'24" W
+48.65687, -94.62330
48°39'25" N, 94°37'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | UTWN 101 over BAUDETTE RIVER |
| Structure number: | 39521 |
| Location: | 0.1 MI E OF JCT CSAH 5 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 69.6 ft. [21.2 m] |
| Total length: | 71.2 ft. [21.7 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2003 |
| 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: | 5 [as of 2002] |
| 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 95.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Very Good | Very Good | Very Good | 5 | 95.0 |
| November 2015 | Good | Excellent | Excellent | Excellent | 5 | 95.0 |
| October 2013 | Good | Excellent | Excellent | Excellent | 5 | 95.0 |
| October 2011 | Good | Excellent | Excellent | Excellent | 5 | 95.0 |
| November 2010 | Good | Excellent | Excellent | Excellent | 5 | 93.0 |
| September 2009 | Good | Excellent | Excellent | Excellent | 5 | 93.0 |
| November 2008 | Good | Excellent | Excellent | Excellent | 5 | 93.0 |
| October 2007 | Good | Excellent | Excellent | Excellent | 5 | 95.0 |
| October 2006 | Good | Excellent | Excellent | Excellent | 5 | 95.0 |
| January 2006 | Good | Excellent | Excellent | Excellent | 5 | 95.0 |
| December 2004 | Good | Excellent | Excellent | Excellent | 5 | 95.0 |
| March 2004 | Good | Excellent | Excellent | Excellent | 5 | 95.0 |
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. | 285 | 285 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,233 | 2,233 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,995 | 1,995 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 105 | 105 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 4 | 4 | 0 | 0 | 0 |
| Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 148 | 148 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1262181
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1262181