Share:

3500 EAST ROAD over LOW LINE CANAL

Map

Coordinates:
+42.48222, -114.36417
42°28'56" N, 114°21'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:3500 EAST ROAD over LOW LINE CANAL
Structure number:000000000025505
Location:3.5 S. KIMBERLY
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:39.0 ft. [11.9 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:Other Local Agencies [25]
Year built:1967
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:69.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$757,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryGood120069.8
February 2016FairSatisfactorySatisfactoryGood120072.1
February 2014FairSatisfactorySatisfactoryGood40079.8
February 2012GoodGoodGoodGood40079.8
February 2010GoodGoodGoodGood40079.8
February 2008GoodGoodGoodGood40079.8
February 2006GoodGoodGoodGood40079.8
February 2004GoodGoodGoodGood40079.8
February 2002GoodGoodGoodGood40079.8
February 2000GoodGoodGoodGood40079.7
February 1998GoodGoodGoodGood40079.7
February 1996FairSatisfactoryGoodGood40079.7
February 1994GoodGoodGoodGood40080.0
February 1992GoodGoodGoodGood35080.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.7026891120
Deck
Prestressed Concrete Top Flangesq. ft.2,1612,161000
Wearing Surfacessq. ft.1,7941,794000
Substructure
Reinforced Concrete Pier Walllinear ft.3030000
Reinforced Concrete Abutmentlinear ft.102871500
Reinforced Concrete Pier Caplinear ft.3030000
Joints
Open Jointlinear ft.2600026
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.15611620191
Steel Protective Coatingsq. ft.713546111056