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US 14 EB over TH 13
Map
Coordinates:
+44.06002, -93.49576
44°03'36" N, 93°29'45" W
+44.06002, -93.49576
44°03'36" N, 93°29'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 14 EB over TH 13 |
| Structure number: | 81014 |
| Location: | AT JCT MN 13, S OF WASECA |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 126.0 ft. [38.4 m] |
| Total length: | 132.6 ft. [40.4 m] |
| Roadway width between curbs: | 41.0 ft. [12.5 m] |
| Deck width edge-to-edge: | 45.3 ft. [13.8 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] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,050 [as of 2014] |
| Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Underclearances appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 88.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Fair | Satisfactory | Very Good | Good | 3050 | 88.9 |
| November 2016 | Good | Excellent | Excellent | Excellent | 6500 | 80.2 |
| November 2014 | Good | Excellent | Excellent | Excellent | 6500 | 80.2 |
| November 2012 | Good | Excellent | Excellent | Excellent | 6500 | 80.2 |
| January 2008 | Good | Excellent | Excellent | Excellent | 6500 | 80.2 |
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. | 786 | 786 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,011 | 6,005 | 6 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 5,573 | 5,523 | 50 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 241 | 235 | 6 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 148 | 110 | 0 | 38 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 196 | 196 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 294 | 294 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 398 | 379 | 19 | 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/1266784
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1266784