TH 72 over MONROE CREEK
Map
Coordinates:
+48.55421, -94.5607448°33'15" N, 94°33'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TH 72 over MONROE CREEK |
Structure number: | 9257 |
Location: | 11.5 MI SE OF BAUDETTE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 57.4 ft. [17.5 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Year reconstructed: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2008] |
Truck traffic: | 31% of total traffic |
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 minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Very Good | Very Good | Good | 520 | 99.7 |
June 2015 | Good | Very Good | Very Good | Good | 520 | 99.7 |
June 2013 | Good | Very Good | Very Good | Good | 520 | 99.7 |
June 2011 | Good | Very Good | Very Good | Good | 520 | 99.7 |
June 2009 | Good | Very Good | Very Good | Good | 520 | 99.7 |
August 2007 | Good | Very Good | Very Good | Good | 580 | 99.7 |
January 2006 | Good | Very Good | Very Good | Good | 580 | 99.7 |
April 2003 | Good | Very Good | Very Good | Good | 670 | 94.6 |
September 2002 | Fair | Satisfactory | Fair | Satisfactory | 500 | 83.6 |
November 2001 | Fair | Satisfactory | Fair | Satisfactory | 500 | 83.6 |
April 2000 | Fair | Satisfactory | Fair | Satisfactory | 500 | 83.6 |
October 1999 | Fair | Satisfactory | Fair | Satisfactory | 125 | 83.9 |
April 1998 | Fair | Satisfactory | Fair | Satisfactory | 500 | 83.6 |
April 1997 | Fair | Satisfactory | Fair | Satisfactory | 500 | 83.7 |
November 1996 | Fair | Satisfactory | Fair | Satisfactory | 560 | 83.6 |
November 1995 | Fair | Satisfactory | Fair | Satisfactory | 560 | 81.6 |
July 1994 | Fair | Satisfactory | Fair | Satisfactory | 550 | 81.6 |
December 1993 | Fair | Very Good | Satisfactory | Good | 550 | 92.6 |
July 1992 | Fair | Very Good | Satisfactory | Good | 780 | 92.5 |
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. | 90 | 15 | 5 | 70 | 0 |
Steel Pile | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 220 | 0 | 184 | 0 | 36 |
Reinforced Concrete Pier Cap | linear ft. | 70 | 70 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 116 | 116 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 115 | 115 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,176 | 2,165 | 11 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,982 | 1,982 | 0 | 0 | 0 |