TH 172 over Miller Creek
Map
Coordinates:
+48.73373, -94.6310548°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 |