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CSAH 8 over BOSTICK CREEK

Lake of the Woods County, Minnesota

Map

Coordinates:
+48.83016, -94.77785
48°49'49" N, 94°46'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	CSAH 8 over BOSTICK CREEK
Structure number:	39504
Location:	3.0 MI W OF JCT TH 172
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	25.3 ft. `[7.7 m]`
Total length:	75.1 ft. `[22.9 m]`
Roadway width between curbs:	37.4 ft. `[11.4 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Owner:	County Highway Agency `[02]`
Year built:	1977
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	419 `[as of 2008]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	91.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Good	Very Good	419	91.9
September 2015	Good	Good	Very Good	Very Good	419	91.9
October 2013	Good	Good	Very Good	Very Good	419	91.9
October 2011	Good	Good	Very Good	Very Good	419	91.9
September 2009	Good	Good	Very Good	Very Good	419	88.9
October 2007	Good	Good	Very Good	Very Good	420	91.9
November 2005	Good	Good	Very Good	Very Good	420	91.9
February 2004	Good	Good	Very Good	Very Good	420	91.9
October 2002	Good	Good	Very Good	Very Good	570	90.8
December 2001	Good	Good	Very Good	Very Good	570	90.8
November 1999	Good	Good	Very Good	Very Good	570	89.8
October 1997	Good	Good	Very Good	Very Good	370	89.5
December 1995	Good	Good	Very Good	Very Good	370	90.3
December 1994	Good	Good	Very Good	Very Good	430	89.8
November 1993	Good	Very Good	Very Good	Very Good	430	89.8
November 1992	Good	Very Good	Very Good	Very Good	430	89.8
November 1991	Good	Very Good	Very Good	Very Good	430	89.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	1,955	1,955	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,098	3,098	0	0	0
Wearing Surfaces	sq. ft.	2,809	2,683	1	125	0
Substructure
Steel Column	each	16	16	0	0	0
Steel Protective Coating	sq. ft.	405	284	40	81	0
Reinforced Concrete Abutment	linear ft.	122	122	0	0	0
Reinforced Concrete Pier Cap	linear ft.	82	82	0	0	0
Bearings
Fixed Bearing	each	4	4	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	151	151	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/1262165