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HWY 2W CONN over COLUMBIA R (LONGVIEW BR)

Map

Coordinates:
+46.10523, -122.96135
46°06'19" N, 122°57'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY 2W CONN over COLUMBIA R (LONGVIEW BR)
Structure number:02046 02WC04892
Location:WASH. STATE LINE
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:1200.2 ft. [365.8 m]
Total length:5478.3 ft. [1669.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance above deck:20.0 ft. [6.1 m]
Vertical clearance below bridge:196.9 ft. [60.0 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:2003
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2017]
Truck traffic:13% 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:Better than present minimum criteria [7]
Underclearances 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:63.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryFair1300063.0
February 2016FairSatisfactorySatisfactoryFair1120063.0
February 2014FairSatisfactorySatisfactoryFair1090063.0
January 2011FairSatisfactorySatisfactoryFair2060663.0
July 2008FairSatisfactorySatisfactoryFair2060663.0
August 2006PoorPoorFairFair1854022.5
August 2004PoorPoorFairFair1854022.3
August 2002PoorPoorFairFair1800022.3
July 2001PoorPoorFairFair1800031.5
September 2000PoorPoorFairFair1800031.5
September 1999PoorPoorFairFair1800031.5
October 1998PoorPoorFairFair1800031.5
April 1996PoorPoorSatisfactorySatisfactory1787041.5
March 1995PoorPoorSatisfactorySatisfactory1800041.5
February 1991PoorPoorFairSatisfactory310047.5