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PIONEER RD over JUDITH RIVER 011

Judith Basin County, Montana

Map

Coordinates:
+47.02796, -109.80906
47°01'41" N, 109°48'33" W

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Facts

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

Name:	PIONEER RD over JUDITH RIVER 011
Structure number:	L23211002+09001
Location:	4M NE HOBSON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	105.0 ft. `[32.0 m]`
Total length:	105.0 ft. `[32.0 m]`
Roadway width between curbs:	27.6 ft. `[8.4 m]`
Deck width edge-to-edge:	27.6 ft. `[8.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	2006
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	30 `[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:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	100.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$85,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Good	Good	Good	30	100.0
October 2016	Good	Good	Good	Good	30	100.0
October 2014	Good	Good	Good	Good	30	100.0
October 2012	Good	Good	Very Good	Good	30	100.0
October 2010	Good	Good	Very Good	Good	30	100.0
October 2008	Good	Good	Very Good	Good	30	100.0
November 2006	Good	Excellent	Excellent	Excellent	30	59.1
March 2005	Poor	Fair	Poor	Fair	100	24.0
February 2003	Poor	Fair	Poor	Fair	100	24.0
June 2001	Fair	Fair	Satisfactory	Fair	100	32.6
June 1999	Fair	Fair	Satisfactory	Fair	100	32.6
February 1997	Fair	Satisfactory	Satisfactory	Fair	100	33.7
February 1995	Fair	Satisfactory	Satisfactory	Fair	31	34.0
February 1993	Fair	Satisfactory	Satisfactory	Fair	31	47.0
January 1991	Fair	Satisfactory	Satisfactory	Fair	31	45.9

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
Prestressed Concrete Girder/Beam	linear ft.	420	416	4	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,895	2,808	87	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	56	56	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	210	210	0	0	0
Steel Protective Coating	sq. ft.	315	315	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/1316310