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LOWER MARIS RD over TETON RIVER 011

Map

Coordinates:
+47.93261, -110.51444
47°55'57" N, 110°30'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOWER MARIS RD over TETON RIVER 011
Structure number:L08601000+03001
Location:1M SW LOMA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:65.6 ft. [20.0 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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: March 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: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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:98.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood10098.8
March 2015GoodGoodGoodGood10099.9
March 2013GoodGoodGoodGood10099.9
March 2011GoodGoodGoodGood10099.9
June 2009GoodGoodGoodGood10098.9
May 2007GoodGoodGoodGood10098.9
December 2006GoodVery GoodGoodGood10098.9
November 2004GoodVery GoodGoodGood10098.9
February 2003GoodVery GoodGoodGood10099.9
December 2000GoodVery GoodGoodVery Good10094.1
January 1999GoodVery GoodVery GoodVery Good10094.1
October 1996GoodVery GoodVery GoodVery Good10094.1
February 1995GoodVery GoodVery GoodVery Good3194.8
September 1992GoodExcellentExcellentExcellent3194.8
November 1991GoodExcellentExcellentExcellent3194.8