E LAKE RD over DRY FK MARIAS RIVER 030

Map

Coordinates:
+48.20296, -112.26494
48°12'11" N, 112°15'54" W

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

Name:	E LAKE RD over DRY FK MARIAS RIVER 030
Structure number:	L37002009+06001
Location:	15M W CONRAD
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	59.1 ft. `[18.0 m]`
Total length:	61.0 ft. `[18.6 m]`
Roadway width between curbs:	24.9 ft. `[7.6 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Gravel `[8]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
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:	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:	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:	97.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Good	Satisfactory	Satisfactory	100	97.9
November 2016	Fair	Good	Satisfactory	Satisfactory	100	97.9
November 2014	Fair	Good	Satisfactory	Satisfactory	100	98.9
November 2012	Fair	Good	Satisfactory	Satisfactory	100	98.9
December 2010	Fair	Good	Satisfactory	Satisfactory	100	98.9
December 2008	Fair	Good	Satisfactory	Satisfactory	100	98.9
November 2006	Fair	Good	Satisfactory	Satisfactory	100	98.9
November 2004	Fair	Good	Satisfactory	Satisfactory	100	98.9
November 2002	Fair	Good	Satisfactory	Satisfactory	100	98.9
May 2001	Fair	Good	Satisfactory	Satisfactory	100	98.9
May 1999	Fair	Good	Satisfactory	Satisfactory	100	96.9
February 1997	Fair	Good	Satisfactory	Satisfactory	100	96.9
December 1994	Fair	Good	Satisfactory	Satisfactory	96	96.9
November 1992	Fair	Good	Satisfactory	Satisfactory	96	96.9
February 1991	Fair	Good	Satisfactory	Satisfactory	96	96.9

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	427	0	427	0	0
Steel Protective Coating	sq. ft.	3,843	768	769	1,537	769
Timber Girder/Beam	linear ft.	121	0	121	0	0
Substructure
Steel Column	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	200	100	60	20	20
Timber Column	each	7	0	6	1	0
Timber Abutment	linear ft.	52	0	50	2	0
Steel Abutment	linear ft.	59	22	37	0	0
Steel Protective Coating	sq. ft.	522	209	157	52	104
Steel Pier Cap	linear ft.	26	0	26	0	0
Steel Protective Coating	sq. ft.	87	35	26	9	17
Timber Pier Cap	linear ft.	30	0	30	0	0
Deck
Timber Deck	sq. ft.	1,582	1,541	41	0	0
Wearing Surfaces	sq. ft.	1,582	1,582	0	0	0
Bearings
Fixed Bearing	each	7	0	7	0	0
Steel Protective Coating	sq. ft.	7	0	0	0	7
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	121	60	61	0	0
Steel Protective Coating	sq. ft.	312	156	0	0	156