175 ST (TWP 64) over US 14
Map
Coordinates:
+44.05860, -93.4164044°03'31" N, 93°24'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 175 ST (TWP 64) over US 14 |
Structure number: | 81016 |
Location: | 4.2 MI E JCT MN 13 |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 100.7 ft. [30.7 m] |
Total length: | 211.0 ft. [64.3 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1 [as of 2009] |
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: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Very Good | Very Good | Good | 1 | 98.0 |
November 2016 | Good | Very Good | Excellent | Excellent | 1 | 96.0 |
November 2014 | Good | Very Good | Excellent | Excellent | 1 | 98.0 |
November 2012 | Good | Very Good | Excellent | Excellent | 1 | 98.0 |
October 2011 | Good | Excellent | Excellent | Excellent | 1 | 98.0 |
November 2010 | Good | Excellent | Excellent | Excellent | 1 | 98.0 |
January 2008 | Good | Excellent | Excellent | Excellent | 1 | 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. | 836 | 835 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,452 | 7,448 | 4 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,752 | 6,752 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 172 | 160 | 12 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 35 | 35 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 115 | 115 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Fixed Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 510 | 505 | 5 | 0 | 0 |