Share:

PERKINS LANE over SQUAW CREEK

Map

Coordinates:
+44.16556, -116.30611
44°09'56" N, 116°18'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PERKINS LANE over SQUAW CREEK
Structure number:000000000028031
Location:1.0 S. 0.6 W. OLA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:13 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:62.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$596,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodVery Good1362.8
July 2014GoodGoodGoodVery Good1373.3
July 2013GoodGoodGoodVery Good1373.3
July 2012GoodGoodGoodVery Good1378.4
July 2011GoodGoodGoodVery Good1378.4
July 2010GoodGoodGoodVery Good1378.4
July 2009GoodGoodGoodVery Good1378.4
July 2008GoodGoodGoodVery Good1378.4
July 2007GoodGoodGoodVery Good1378.4
July 2006GoodVery GoodGoodVery Good1378.4
July 2005GoodVery GoodGoodVery Good1378.4
July 2004GoodVery GoodGoodVery Good1378.4
July 2003GoodVery GoodGoodVery Good1378.4
July 2002GoodVery GoodGoodVery Good1378.4
July 2000GoodVery GoodGoodVery Good1378.4
July 1999GoodVery GoodGoodVery Good1378.4
July 1998GoodVery GoodGoodVery Good1378.4
July 1997GoodVery GoodGoodVery Good1378.4
July 1996GoodVery GoodGoodVery Good1378.4
July 1995GoodVery GoodVery GoodVery Good1378.4
July 1994GoodVery GoodVery GoodVery Good1378.4
July 1993GoodExcellentVery GoodExcellent1378.4
September 1992GoodExcellentVery GoodExcellent1378.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.4794433600
Steel Protective Coatingsq. ft.1,9561,80900147
Steel Trusslinear ft.121536800
Steel Protective Coatingsq. ft.1,50666000846
Steel Floor Beamlinear ft.6660600
Steel Protective Coatingsq. ft.4183800038
Steel Gusset Plateeach3226600
Steel Protective Coatingsq. ft.1281040024
Substructure
Reinforced Concrete Abutmentlinear ft.6963600
Deck
Corrugated or Orthotropic Decksq. ft.1,3781,27810000
Steel Protective Coatingsq. ft.2,7562,55600200
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.42002
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.42002
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1251101500
Steel Protective Coatingsq. ft.322322000