Share:

TH 72 over MONROE CREEK

Lake of the Woods County, Minnesota

Map

Coordinates:
+48.55421, -94.56074
48°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

© 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/1268603