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MCINTYRE STREET over LAPWAI CREEK

Map

Coordinates:
+46.37278, -116.79444
46°22'22" N, 116°47'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MCINTYRE STREET over LAPWAI CREEK
Structure number:000000000029850
Location:2.0 S. 0.3 E. LAPWAI
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:1991
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:180 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:64.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$645,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryFair18064.3
July 2015FairSatisfactorySatisfactoryFair18064.3
July 2014FairSatisfactorySatisfactoryFair18064.3
July 2013FairSatisfactorySatisfactoryFair18064.3
July 2012FairSatisfactorySatisfactoryFair18064.3
April 2011FairSatisfactorySatisfactoryFair18066.3
April 2010FairSatisfactorySatisfactoryFair18066.3
April 2009PoorGoodGoodPoor18050.3
April 2008PoorGoodGoodPoor18050.3
April 2007PoorGoodGoodPoor18032.5
April 2006PoorGoodGoodPoor18032.5
April 2005GoodGoodGoodGood18054.7
April 2004GoodGoodGoodGood18054.7
April 2003GoodGoodGoodGood18054.7
May 2002GoodGoodGoodGood18054.7
May 2000GoodGoodGoodGood18052.7
May 1999GoodGoodGoodGood18052.7
May 1998GoodGoodGoodGood18052.7
May 1997GoodGoodGoodGood18052.7
May 1996GoodGoodGoodGood18052.7
May 1995GoodGoodGoodGood18051.1
May 1994GoodGoodGoodGood18042.0
May 1992GoodVery GoodGoodGood18042.0
May 1991GoodGoodGoodGood18042.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5580488700
Steel Protective Coatingsq. ft.1,09070800109111
Substructure
Reinforced Concrete Pier Walllinear ft.2017300
Reinforced Concrete Abutmentlinear ft.9986580
Reinforced Concrete Pile Cap/Footinglinear ft.99792000
Deck
Corrugated or Orthotropic Decksq. ft.1,24601,24600
Wearing Surfacessq. ft.1,2281,12810000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1252310020
Steel Protective Coatingsq. ft.24801973516