Share:

MOFFAT RD over MARIAS RIVER 011

Liberty County, Montana

Map

Coordinates:
+48.26478, -110.99102
48°15'53" N, 110°59'28" W

View more info at Bridgehunter.com

Facts

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

Name:	MOFFAT RD over MARIAS RIVER 011
Structure number:	L26006007+03001
Location:	17M S CHESTER
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	61.4 ft. `[18.7 m]`
Total length:	183.1 ft. `[55.8 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 m]`
Skew angle:	33°
Owner:	County Highway Agency `[02]`
Year built:	1995
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Tee beam `[04]`
Deck type:	Not applicable `[N]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2003]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 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:	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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	99.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Good	Very Good	Good	100	99.8
October 2015	Good	Good	Very Good	Good	100	99.8
October 2013	Good	Good	Very Good	Good	100	99.8
November 2011	Good	Good	Very Good	Good	100	99.8
October 2009	Good	Good	Very Good	Good	100	99.8
October 2007	Good	Good	Very Good	Good	100	99.8
October 2005	Good	Very Good	Very Good	Good	100	99.8
November 2003	Good	Very Good	Very Good	Good	100	99.8
November 2001	Good	Very Good	Very Good	Good	100	99.8
February 2000	Good	Excellent	Excellent	Very Good	100	99.8
May 1996	Good	Excellent	Excellent	Excellent	100	99.8
May 1994	Poor	Fair	Serious	Critical	31	27.1
January 1992	Poor	Fair	Serious	Critical	31	27.1
January 1990	Poor	Fair	Serious	Critical	31	27.1

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
Prestressed Concrete Girder/Beam	linear ft.	738	738	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	4,822	4,822	0	0	0
Substructure
Steel Column	each	8	0	8	0	0
Steel Protective Coating	sq. ft.	503	378	75	0	50
Reinforced Concrete Abutment	linear ft.	85	85	0	0	0
Reinforced Concrete Pier Cap	linear ft.	62	62	0	0	0
Bearings
Fixed Bearing	each	24	24	0	0	0
Steel Protective Coating	sq. ft.	24	24	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	367	367	0	0	0
Steel Protective Coating	sq. ft.	1,101	1,101	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/1316466