WATTS ROAD over S FK SCAPPOOSE CREEK
Map
Coordinates:
+45.75133, -122.8844845°45'05" N, 122°53'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WATTS ROAD over S FK SCAPPOOSE CREEK |
Structure number: | 13344A115900446 |
Location: | 003 MI W SCAPPOOSE RD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1962 |
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: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,324 [as of 2010] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 64.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Good | Fair | 1324 | 64.0 |
May 2015 | Fair | Good | Good | Fair | 1324 | 64.0 |
May 2013 | Fair | Good | Good | Fair | 1324 | 64.0 |
July 2011 | Fair | Good | Good | Fair | 1324 | 64.0 |
June 2009 | Fair | Good | Good | Fair | 1324 | 64.0 |
November 2008 | Fair | Good | Good | Fair | 1324 | 64.0 |
September 2006 | Fair | Good | Good | Fair | 1273 | 64.0 |
September 2004 | Fair | Good | Good | Fair | 1273 | 63.7 |
September 2002 | Fair | Good | Good | Satisfactory | 1236 | 83.5 |
September 2000 | Fair | Good | Very Good | Satisfactory | 1200 | 84.6 |
August 1998 | Fair | Good | Very Good | Satisfactory | 1200 | 84.6 |
May 1996 | Fair | Good | Very Good | Satisfactory | 1200 | 84.6 |
April 1994 | Fair | Good | Very Good | Satisfactory | 1199 | 84.7 |
May 1992 | Good | Good | Good | Good | 1199 | 84.7 |
January 1990 | Good | Good | Very Good | Good | 1100 | 84.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Prestressed Concrete Deck | sq. ft. | 2,190 | 2,190 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,190 | 1,840 | 350 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 62 | 62 | 0 | 0 | 0 |
Timber Pile | each | 19 | 8 | 10 | 0 | 1 |
Timber Pier Cap | linear ft. | 62 | 31 | 31 | 0 | 0 |
Joints |
Other Joint | linear ft. | 124 | 62 | 62 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 146 | 135 | 11 | 0 | 0 |