LONGVIEW BR CONN over HWY 2W
Map
Coordinates:
+46.09558, -122.9694746°05'44" N, 122°58'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LONGVIEW BR CONN over HWY 2W |
Structure number: | 09591 02WC04837 |
Location: | 2.7 MI W RAINIER |
Purpose: | Carries highway overpass over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 137.1 ft. [41.8 m] |
Total length: | 236.9 ft. [72.2 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,400 [as of 2016] |
Truck traffic: | 13% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 69.2 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $1,831,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Good | 6400 | 69.2 |
November 2015 | Fair | Good | Satisfactory | Good | 6200 | 69.2 |
November 2013 | Fair | Good | Satisfactory | Good | 5800 | 69.2 |
October 2011 | Fair | Good | Satisfactory | Good | 5800 | 69.2 |
July 2010 | Fair | Satisfactory | Satisfactory | Good | 5400 | 69.2 |
July 2008 | Fair | Good | Satisfactory | Good | 5400 | 69.2 |
July 2006 | Fair | Good | Satisfactory | Good | 14632 | 71.2 |
July 2004 | Fair | Good | Fair | Good | 14632 | 61.0 |
July 2002 | Fair | Good | Satisfactory | Very Good | 14632 | 98.0 |
July 2000 | Good | Good | Good | Very Good | 14200 | 98.0 |
July 1998 | Good | Good | Good | Very Good | 14200 | 98.0 |
July 1996 | Good | Good | Good | Very Good | 3100 | 82.0 |
July 1994 | Good | Good | Good | Very Good | 3100 | 84.5 |
July 1992 | Good | Good | Good | Very Good | 3100 | 86.5 |
July 1990 | Good | Very Good | Good | Very Good | 3600 | 84.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 948 | 670 | 274 | 4 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 11,021 | 10,691 | 90 | 240 | 0 |
Wearing Surfaces | sq. ft. | 10,428 | 10,428 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 1 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 93 | 93 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 76 | 76 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 94 | 37 | 0 | 10 | 47 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 474 | 399 | 75 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,026 | 0 | 3,026 | 0 | 0 |