CASCADE RIVER RD over SKAGIT RIVER
Map
Coordinates:
+48.52667, -121.4300048°31'36" N, 121°25'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CASCADE RIVER RD over SKAGIT RIVER |
Structure number: | 082288000000000 |
Location: | 0.03 E JCT SR 20 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 279.9 ft. [85.3 m] |
Total length: | 662.1 ft. [201.8 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Vertical clearance above deck: | 17.7 ft. [5.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 556 [as of 2017] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 55.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $20,429,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Good | 556 | 55.9 |
March 2016 | Fair | Satisfactory | Satisfactory | Good | 585 | 55.6 |
March 2014 | Fair | Satisfactory | Good | Good | 585 | 55.6 |
March 2012 | Fair | Satisfactory | Good | Good | 585 | 55.6 |
March 2010 | Fair | Satisfactory | Good | Good | 542 | 55.8 |
March 2008 | Fair | Satisfactory | Good | Good | 585 | 55.6 |
March 2006 | Fair | Satisfactory | Good | Good | 585 | 55.6 |
May 2004 | Fair | Satisfactory | Good | Good | 510 | 55.8 |
April 2002 | Fair | Satisfactory | Good | Good | 510 | 54.8 |
May 2000 | Fair | Satisfactory | Good | Good | 510 | 55.8 |
May 1998 | Fair | Satisfactory | Satisfactory | Good | 510 | 55.8 |
June 1996 | Fair | Satisfactory | Satisfactory | Good | 510 | 64.7 |
May 1994 | Fair | Satisfactory | Satisfactory | Good | 220 | 60.3 |
April 1992 | Fair | Satisfactory | Satisfactory | Good | 468 | 47.1 |