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CENTRAL AVE over RUSSELL CREEK 001

Carter County, Montana

Map

Coordinates:
+45.89230, -104.55061
45°53'32" N, 104°33'02" W

Facts

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

Name:	CENTRAL AVE over RUSSELL CREEK 001
Structure number:	M06038000+00101
Location:	EKALAKA-CENTRAL AVE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	20.3 ft. `[6.2 m]`
Total length:	22.6 ft. `[6.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	13°
Owner:	County Highway Agency `[02]`
Year built:	1938
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Wood or timber `[7]`
Main span 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:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	90.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Satisfactory	Satisfactory	100	90.4
August 2015	Fair	Satisfactory	Satisfactory	Satisfactory	100	90.4
August 2013	Fair	Satisfactory	Satisfactory	Satisfactory	100	90.4
September 2011	Fair	Satisfactory	Satisfactory	Good	100	90.4
September 2009	Fair	Satisfactory	Satisfactory	Good	100	89.4
September 2007	Fair	Fair	Satisfactory	Good	100	89.4
October 2005	Fair	Good	Satisfactory	Good	100	89.4
February 2004	Fair	Good	Satisfactory	Good	100	89.4
November 2001	Fair	Good	Satisfactory	Good	100	89.3
November 1999	Fair	Satisfactory	Satisfactory	Good	100	89.3
February 1998	Fair	Satisfactory	Good	Satisfactory	100	89.3
November 1995	Good	Very Good	Good	Very Good	100	87.2
December 1993	Good	Very Good	Very Good	Very Good	100	87.2
February 1992	Good	Very Good	Very Good	Good	100	89.1

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.	417	367	42	8	0
Substructure
Timber Column	each	12	0	10	2	0
Timber Abutment	linear ft.	82	80	2	0	0
Timber Pier Cap	linear ft.	46	45	0	1	0
Deck
Timber Deck	sq. ft.	549	517	27	5	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/1317495