SALMON ST over HWY 61
Map
Coordinates:
+45.51899, -122.6868145°31'08" N, 122°41'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | SALMON ST over HWY 61 |
Structure number: | 09250 061 00192 |
Location: | 0.5 MI SW PORTLAND CC |
Purpose: | Carries highway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 113.2 ft. [34.5 m] |
Total length: | 189.0 ft. [57.6 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Vertical clearance below bridge: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100,000 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 60.9 tons [55.4 metric tons] |
Inventory rating: | 47.1 tons [42.8 metric tons] |
Sufficiency rating: | 64.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2015 | 64.0 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 100000 |
July 2013 | 64.0 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 93500 |
July 2011 | 64.0 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 93500 |
April 2010 | 64.0 | Fair | Good | Satisfactory | Good | - | 93500 |
April 2008 | 67.9 | Fair | Good | Satisfactory | Good | - | 93500 |
April 2006 | 81.1 | Fair | Good | Satisfactory | Satisfactory | - | 7519 |
April 2004 | 70.0 | Fair | Good | Fair | Satisfactory | - | 7300 |
March 2002 | 70.0 | Good | Good | Good | Very Good | - | 121680 |
March 2000 | 87.0 | Good | Good | Good | Very Good | - | 93600 |
March 1998 | 94.8 | Good | Good | Good | Very Good | - | 12600 |
March 1996 | 95.0 | Good | Good | Good | Very Good | - | 12600 |
March 1994 | 95.0 | Good | Good | Good | Very Good | - | 12600 |
March 1992 | 97.0 | Good | Good | Good | Very Good | - | 12600 |
March 1990 | 97.1 | Good | Good | Good | Good | - | 12300 |