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TH 172 over Miller Creek
Map
Coordinates:
+48.73373, -94.63105
48°44'01" N, 94°37'52" W
+48.73373, -94.63105
48°44'01" N, 94°37'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TH 172 over Miller Creek |
| Structure number: | 39012 |
| Location: | 1.6 MI N OF JCT TH 11 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 44.0 ft. [13.4 m] |
| Total length: | 118.4 ft. [36.1 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,616 [as of 2008] |
| Truck traffic: | 11% of total traffic |
| 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: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 98.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Very Good | Very Good | Very Good | 1616 | 98.9 |
| May 2015 | Good | Excellent | Excellent | Very Good | 1616 | 98.9 |
| May 2013 | Good | Excellent | Excellent | Excellent | 1616 | 98.9 |
| May 2011 | Good | Excellent | Excellent | Excellent | 1616 | 98.9 |
| June 2009 | Good | Excellent | Excellent | Excellent | 1616 | 97.9 |
| August 2007 | Good | Excellent | Excellent | Excellent | 1750 | 97.9 |
| April 2006 | Good | Excellent | Excellent | Excellent | 1750 | 97.9 |
| November 2005 | Good | Excellent | Excellent | Excellent | 1750 | 97.9 |
| April 2003 | Good | Excellent | Excellent | Excellent | 1450 | 98.1 |
| April 2002 | Good | Excellent | Excellent | Excellent | 1800 | 97.8 |
| March 2002 | Good | Excellent | Excellent | Excellent | 1800 | 97.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 126 | 124 | 2 | 0 | 0 |
| Steel Pile | each | 14 | 0 | 14 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 586 | 466 | 0 | 60 | 60 |
| Reinforced Concrete Pier Cap | linear ft. | 86 | 86 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 120 | 120 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 291 | 91 | 200 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 5,115 | 5,107 | 8 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 4,736 | 4,736 | 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/1262153
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1262153