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E LAKE RD over LONE MAN COULEE

Pondera County, Montana

Map

Coordinates:
+48.23647, -112.23230
48°14'11" N, 112°13'56" W

Facts

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

Name:	E LAKE RD over LONE MAN COULEE
Structure number:	L37002006+02001
Location:	6M SE VALIER
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	49.9 ft. `[15.2 m]`
Roadway width between curbs:	25.3 ft. `[7.7 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
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: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	100 `[as of 2002]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	73.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Good	Satisfactory	Satisfactory	100	73.1
November 2016	Fair	Good	Satisfactory	Satisfactory	100	74.1
November 2014	Fair	Good	Satisfactory	Satisfactory	100	74.1
November 2012	Fair	Good	Satisfactory	Satisfactory	100	74.1
December 2010	Fair	Good	Satisfactory	Satisfactory	100	74.1
December 2008	Fair	Good	Satisfactory	Satisfactory	100	74.1
November 2006	Fair	Good	Satisfactory	Satisfactory	100	74.1
November 2004	Fair	Good	Satisfactory	Satisfactory	100	74.1
November 2002	Fair	Good	Satisfactory	Satisfactory	100	74.1
May 2001	Fair	Good	Satisfactory	Satisfactory	100	74.1
May 1999	Fair	Good	Satisfactory	Satisfactory	100	72.1
February 1997	Fair	Good	Satisfactory	Satisfactory	100	72.1
December 1994	Fair	Good	Satisfactory	Satisfactory	96	71.9
November 1992	Fair	Good	Satisfactory	Satisfactory	96	72.7
February 1991	Fair	Good	Satisfactory	Satisfactory	96	72.7

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.	699	644	52	3	0
Substructure
Timber Column	each	15	4	7	4	0
Timber Abutment	linear ft.	108	93	15	0	0
Timber Pier Cap	linear ft.	89	19	70	0	0
Deck
Timber Deck	sq. ft.	1,313	1,213	100	0	0
Wearing Surfaces	sq. ft.	1,313	1,313	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	98	87	11	0	0
Steel Protective Coating	sq. ft.	253	177	75	0	1

© 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/1316756