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SH 34 over BEAR RIVER;CLEVELAND BR.

Franklin County, Idaho

Map

Coordinates:
+42.34669, -111.71358
42°20'48" N, 111°42'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 34 over BEAR RIVER;CLEVELAND BR.
Structure number:000000000014000
Location:23.3 N. PRESTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.1 ft. [10.4 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:8
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:750 [as of 2016]
Truck traffic:17% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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 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 assessed or calculated scour condition. [5]
Sufficiency rating:80.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairSatisfactory75080.7
July 2014FairSatisfactorySatisfactorySatisfactory75093.4
July 2012FairSatisfactorySatisfactorySatisfactory75093.4
July 2011FairSatisfactorySatisfactorySatisfactory75093.4
July 2010FairSatisfactorySatisfactorySatisfactory75093.4
July 2009FairSatisfactorySatisfactorySatisfactory73093.4
July 2008PoorSatisfactoryFairSerious73040.6
July 2007FairSatisfactoryFairFair78067.5
July 2006FairSatisfactoryFairFair78067.5
July 2005FairSatisfactoryFairFair76067.5
July 2004FairSatisfactoryFairFair76067.5
July 2003FairSatisfactoryFairFair85067.4
November 2002FairSatisfactoryFairFair85068.4
August 2000FairSatisfactorySatisfactorySatisfactory65084.5
August 1998FairSatisfactorySatisfactorySatisfactory65081.5
August 1996FairSatisfactorySatisfactorySatisfactory66083.9
August 1994FairSatisfactorySatisfactorySatisfactory66083.4
August 1992FairSatisfactorySatisfactorySatisfactory63083.4
August 1991FairSatisfactorySatisfactorySatisfactory63083.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,9591,92011280
Deck
Reinforced Concrete Top Flangesq. ft.7,9807,87955460
Wearing Surfacessq. ft.7,2807,280000
Concrete Protective Coatingsq. ft.7,2807,280000
Substructure
Reinforced Concrete Abutmentlinear ft.114910230
Timber Pileeach6666000
Reinforced Concrete Pier Caplinear ft.2101793280
Joints
Pourable Jointlinear ft.2131813200
Bearings
Fixed Bearingeach112842800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.56034821200
Steel Protective Coatingsq. ft.2,8312,831000