Share:

STC 6760;RED RD over ST. ANTHONY CANAL

Map

Coordinates:
+43.97447, -111.77797
43°58'28" N, 111°46'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC 6760;RED RD over ST. ANTHONY CANAL
Structure number:000000000031970
Location:1.1 N. 1.0 W. PARKER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:200 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:64.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$348,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactoryFair20064.9
November 2016FairSatisfactorySatisfactoryFair21064.9
November 2014FairGoodSatisfactoryFair14064.9
November 2013FairGoodSatisfactoryFair14064.9
November 2012FairGoodSatisfactoryFair14071.4
November 2011FairGoodSatisfactoryFair9071.4
November 2010FairGoodSatisfactoryFair9071.4
November 2009FairGoodSatisfactoryFair9071.4
November 2008FairGoodSatisfactoryFair9071.4
November 2007FairGoodSatisfactoryFair9071.4
November 2006FairSatisfactoryGoodFair9071.4
November 2005FairSatisfactoryGoodFair9071.4
November 2004FairSatisfactoryGoodFair9071.4
November 2003FairSatisfactoryGoodFair9071.4
November 2002FairSatisfactoryGoodFair9071.4
November 2000FairSatisfactoryGoodFair9071.4
November 1999FairSatisfactoryGoodFair9071.4
November 1998FairSatisfactoryGoodFair9071.4
November 1997FairSatisfactoryGoodFair9071.4
November 1996FairSatisfactoryGoodFair9071.4
November 1995FairSatisfactoryGoodFair9071.4
November 1994FairSatisfactoryGoodFair9071.4
November 1993FairSatisfactoryGoodSatisfactory30081.3
November 1992FairSatisfactoryGoodSatisfactory30081.3
November 1991FairGoodGoodSatisfactory30081.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.305302300
Deck
Reinforced Concrete Decksq. ft.958958000
Wearing Surfacessq. ft.86206522100
Substructure
Reinforced Concrete Abutmentlinear ft.1001551340