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STC 3840;SWEET-OLA over SQUAW CREEK;N.OLA BR.

Map

Coordinates:
+44.18778, -116.29806
44°11'16" N, 116°17'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC 3840;SWEET-OLA over SQUAW CREEK;N.OLA BR.
Structure number:000000000019960
Location:0.5 N. OLA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:93.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryGoodVery Good20093.6
July 2015FairSatisfactoryGoodVery Good20093.6
July 2013FairSatisfactoryGoodVery Good20093.6
July 2011FairSatisfactoryGoodVery Good20089.0
July 2009FairSatisfactoryGoodVery Good20089.0
July 2007FairSatisfactoryGoodVery Good13089.4
July 2005FairSatisfactoryGoodVery Good13089.4
July 2003FairSatisfactoryGoodVery Good10089.5
July 2001FairSatisfactoryGoodVery Good10089.5
July 1999FairSatisfactoryGoodVery Good13089.4
July 1997FairSatisfactoryGoodVery Good19093.2
July 1995FairSatisfactoryGoodVery Good28092.8
July 1993FairSatisfactoryGoodVery Good19093.2
July 1991FairSatisfactoryGoodVery Good19093.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.240237300
Deck
Reinforced Concrete Decksq. ft.1,9401,9202000
Wearing Surfacessq. ft.1,7581,758000
Substructure
Reinforced Concrete Abutmentlinear ft.9494000
Joints
Compression Jointlinear ft.6200062
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.154629200