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STAGVILLE DRAW RD over RUSSELL CREEK 005

Carter County, Montana

Map

Coordinates:
+45.85705, -104.51262
45°51'25" N, 104°30'45" W

Facts

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

Name:	STAGVILLE DRAW RD over RUSSELL CREEK 005
Structure number:	L06024000+04001
Location:	3M SE EKALAKA
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	58.1 ft. `[17.7 m]`
Roadway width between curbs:	19.4 ft. `[5.9 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1938
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Wood or timber `[7]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2004]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	80.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$73,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Satisfactory	Fair	100	80.9
August 2015	Fair	Satisfactory	Good	Fair	100	80.9
August 2013	Fair	Satisfactory	Good	Fair	100	80.9
September 2011	Fair	Good	Good	Fair	100	80.9
September 2009	Fair	Good	Good	Fair	100	75.9
September 2007	Fair	Good	Very Good	Fair	100	75.9
October 2005	Poor	Good	Very Good	Poor	100	59.9
February 2004	Poor	Good	Very Good	Poor	100	59.9
November 2001	Poor	Good	Very Good	Poor	100	59.9
November 1999	Poor	Good	Very Good	Poor	100	59.9
February 1998	Fair	Good	Very Good	Fair	100	75.9
November 1995	Fair	Good	Very Good	Satisfactory	31	84.8
December 1993	Fair	Good	Good	Satisfactory	31	84.8
February 1992	Fair	Very Good	Good	Satisfactory	31	87.3

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
Timber Girder/Beam	linear ft.	581	552	0	29	0
Substructure
Timber Column	each	18	6	10	2	0
Timber Abutment	linear ft.	59	44	9	6	0
Timber Pier Cap	linear ft.	79	47	16	16	0
Deck
Timber Deck	sq. ft.	1,163	581	582	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	115	69	23	23	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/1315752