SW SPOKANE ST over KLICKITAT, E MARGINAL RR
Map
Coordinates:
+47.57139, -122.3565047°34'17" N, 122°21'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | SW SPOKANE ST over KLICKITAT, E MARGINAL RR |
Structure number: | 085948000000000 |
Location: | 1200 SW Spokane St |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 164.1 ft. [50.0 m] |
Total length: | 923.9 ft. [281.6 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 50.9 ft. [15.5 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1991 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 6 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,933 [as of 2015] |
Truck traffic: | 30% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 85.8 tons [78.0 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 90.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $19,589,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2017 | 90.7 | Good | Very Good | Good | Good | - | 8933 |
April 2015 | 90.8 | Good | Very Good | Good | Good | - | 8499 |
April 2013 | 88.8 | Good | Very Good | Very Good | Very Good | - | 8499 |
April 2011 | 88.8 | Good | Very Good | Very Good | Very Good | - | 8499 |
June 2010 | 88.8 | Good | Very Good | Very Good | Very Good | - | 8499 |
October 2009 | 91.0 | Good | Very Good | Very Good | Very Good | - | 16100 |
August 2008 | 91.0 | Good | Very Good | Very Good | Very Good | - | 16100 |
September 2007 | 91.0 | Good | Very Good | Very Good | Very Good | - | 16100 |
October 2006 | 91.0 | Good | Very Good | Very Good | Very Good | - | 16100 |
July 2005 | 91.0 | Good | Very Good | Very Good | Very Good | - | 15000 |
May 2003 | 91.0 | Good | Very Good | Very Good | Very Good | - | 15000 |
September 2002 | 91.0 | Good | Very Good | Very Good | Very Good | - | 15000 |
May 2000 | 93.0 | Good | Very Good | Very Good | Very Good | - | 1140 |
August 1999 | 92.9 | Good | Very Good | Very Good | Very Good | - | 1140 |
September 1992 | 92.9 | Good | Very Good | Very Good | Very Good | - | 1140 |