Share: 
175 ST (TWP 64) over US 14
Map
Coordinates:
+44.05860, -93.41640
44°03'31" N, 93°24'59" W
+44.05860, -93.41640
44°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 |
© 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/1266785
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1266785