STC2721;2200 E. RD over LOW LINE CANAL


+42.54028, -114.61417
42°32'25" N, 114°36'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC2721;2200 E. RD over LOW LINE CANAL
Structure number:000000000019380
Location:1.8 S. FILER;3725N-2200E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:43.0 ft. [13.1 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:40°
Owner:Other Local Agencies [25]
Year built:1964
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:680 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:74.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$959,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactorySatisfactory68074.2
February 2016FairSatisfactorySatisfactorySatisfactory68069.1
February 2014FairSatisfactorySatisfactorySatisfactory68069.1
February 2013FairSatisfactorySatisfactorySatisfactory68069.1
February 2012FairSatisfactorySatisfactorySatisfactory120060.9
February 2011FairSatisfactorySatisfactorySatisfactory120060.9
February 2010FairGoodGoodSatisfactory80062.0
February 2009FairGoodGoodSatisfactory80062.0
February 2008FairGoodGoodSatisfactory80062.0
February 2006FairGoodGoodSatisfactory80062.0
February 2005FairGoodGoodSatisfactory80062.0
February 2004FairGoodGoodSatisfactory80062.0
February 2003FairGoodGoodSatisfactory80062.0
February 2002FairGoodGoodSatisfactory80062.0
February 2001FairGoodGoodSatisfactory78061.9
February 1999FairGoodGoodSatisfactory78061.9
February 1998FairGoodGoodSatisfactory78057.9
February 1996FairSatisfactorySatisfactorySatisfactory67065.0
February 1994FairSatisfactorySatisfactorySatisfactory67065.0
February 1993FairSatisfactorySatisfactorySatisfactory40065.1
February 1992FairSatisfactorySatisfactorySatisfactory40065.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.6896651860
Prestressed Concrete Top Flangesq. ft.2,3922,3706160
Wearing Surfacessq. ft.1,8271,495283040
Reinforced Concrete Pier Walllinear ft.3628800
Reinforced Concrete Abutmentlinear ft.11498970
Reinforced Concrete Pile Cap/Footinglinear ft.3603600
Reinforced Concrete Pier Caplinear ft.3628620
Pourable Jointlinear ft.4000040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1741403220
Steel Protective Coatingsq. ft.1,02560600419