GLISAN STREET over HWY 64
Map
Coordinates:
+45.52632, -122.5650945°31'35" N, 122°33'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | GLISAN STREET over HWY 64 |
Structure number: | 13520 064 02112 |
Location: | 5.5 MI S ORE-WASH LINE |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 176.8 ft. [53.9 m] |
Total length: | 308.1 ft. [93.9 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 96.1 ft. [29.3 m] |
Vertical clearance below bridge: | 17.4 ft. [5.3 m] |
Skew angle: | 4° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
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: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 127,700 [as of 2010] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 33.6 tons [30.5 metric tons] |
Inventory rating: | 26.1 tons [23.7 metric tons] |
Sufficiency rating: | 76.7 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2017 | 76.7 | Fair | Satisfactory | Fair | Fair | - | 127700 |
March 2015 | 76.7 | Fair | Satisfactory | Fair | Fair | - | 127700 |
March 2013 | 76.7 | Fair | Satisfactory | Satisfactory | Fair | - | 127700 |
August 2010 | 85.0 | Fair | Satisfactory | Satisfactory | Fair | - | 127700 |
August 2008 | 85.0 | Fair | Satisfactory | Good | Fair | - | 127700 |
August 2006 | 88.0 | Fair | Good | Good | Fair | - | 19549 |
August 2004 | 88.0 | Fair | Satisfactory | Satisfactory | Fair | - | 18980 |
August 2002 | 99.0 | Good | Good | Good | Good | - | 18980 |
August 2000 | 97.0 | Good | Good | Good | Good | - | 14600 |
August 1998 | 98.0 | Good | Very Good | Good | Good | - | 14600 |
August 1996 | 98.0 | Good | Very Good | Good | Good | - | 14600 |
August 1994 | 98.0 | Good | Very Good | Good | Good | - | 14600 |
August 1992 | 100.0 | Good | Very Good | Good | Good | - | 14600 |
August 1990 | 100.0 | Good | Very Good | Good | Good | - | 13000 |