UTWN 88 over WINTER ROAD RIVER
Map
Coordinates:
+48.72896, -94.6806248°43'44" N, 94°40'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | UTWN 88 over WINTER ROAD RIVER |
Structure number: | 39524 |
Location: | 0.3 MI W JCT CR 75 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 86.6 ft. [26.4 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: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: | 12 [as of 1986] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Very Good | Very Good | 12 | 99.2 |
November 2015 | Good | Excellent | Excellent | Excellent | 12 | 99.2 |
October 2013 | Good | Excellent | Excellent | Excellent | 12 | 99.2 |
October 2012 | Good | Excellent | Excellent | Excellent | 12 | 99.2 |
October 2011 | Good | Excellent | Excellent | Excellent | 12 | 99.2 |
October 2010 | Good | Excellent | Excellent | Excellent | 12 | 91.2 |
September 2009 | Good | Excellent | Excellent | Excellent | 12 | 91.2 |
November 2008 | Good | Excellent | Excellent | Excellent | 12 | 91.2 |
December 2007 | Good | Excellent | Excellent | Excellent | 12 | 91.2 |
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. | 345 | 345 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,715 | 2,715 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,427 | 2,427 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 88 | 88 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 176 | 155 | 21 | 0 | 0 |