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TAUCK RD over BOX ELDER CREEK 023

Carter County, Montana

Map

Coordinates:
+45.39464, -104.61344
45°23'41" N, 104°36'48" W

Facts

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

Name:	TAUCK RD over BOX ELDER CREEK 023
Structure number:	L06040000+09001
Location:	21M NE HAMMOND
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	73.5 ft. `[22.4 m]`
Total length:	75.1 ft. `[22.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	2013
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:	Corrugated Steel `[6]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2004]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	96.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	100	96.6
August 2015	Good	Good	Good	Good	100	96.6
August 2013	Good	Good	Good	Good	100	96.6
September 2011	Fair	Good	Fair	Fair	100	26.3
September 2009	Fair	Satisfactory	Fair	Fair	100	27.3
September 2007	Poor	Poor	Fair	Poor	100	25.9
October 2005	Poor	Poor	Fair	Serious	100	22.1
February 2004	Poor	Poor	Fair	Serious	100	22.1
November 2001	Poor	Poor	Fair	Poor	100	25.9
November 1999	Poor	Poor	Fair	Poor	100	25.9
February 1998	Fair	Fair	Fair	Fair	100	43.3
November 1995	Fair	Fair	Fair	Satisfactory	31	43.3
May 1994	Fair	Satisfactory	Satisfactory	Very Good	31	51.3
February 1992	Fair	Satisfactory	Satisfactory	Very Good	31	56.5
February 1990	Poor	Satisfactory	Satisfactory	Poor	31	32.4

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
Steel Girder/Beam	linear ft.	751	0	751	0	0
Substructure
Steel Column	each	9	0	9	0	0
Steel Abutment	linear ft.	105	105	0	0	0
Steel Protective Coating	sq. ft.	735	735	0	0	0
Steel Pier Cap	linear ft.	49	0	49	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	1,884	1,884	0	0	0
Wearing Surfaces	sq. ft.	1,884	1,884	0	0	0
Steel Protective Coating	sq. ft.	1,884	1,884	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/1315756