SPILLWAY BRIDGE over SPILLWAY CHANNEL
Map
Coordinates:
+46.58548, -118.0273446°35'08" N, 118°01'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPILLWAY BRIDGE over SPILLWAY CHANNEL |
Structure number: | CEPNPWWA0LGOSPY |
Location: | LITTLE GOOSE DAM |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 53.8 ft. [16.4 m] |
Total length: | 504.0 ft. [153.6 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | Corps of Engineers (Civil) [70] |
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: | 8 |
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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2008] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.8 |
Estimated cost of work: | $183,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 50 | 97.8 |
September 2016 | Good | Good | Good | Good | 50 | 97.8 |
September 2014 | Good | Good | Good | Good | 50 | 95.8 |
September 2012 | Good | Good | Good | Good | 50 | 95.8 |
February 2010 | Good | Good | Good | Good | 50 | 91.8 |
February 2008 | Good | Good | Good | Good | 50 | 84.9 |
March 2006 | Good | Very Good | Very Good | Very Good | 50 | 84.9 |
May 2004 | Good | Very Good | Very Good | Very Good | 50 | 84.9 |
September 2002 | Good | Very Good | Very Good | Very Good | 50 | 84.9 |
September 2000 | Good | Very Good | Very Good | Very Good | 50 | 84.9 |
September 1998 | Good | Very Good | Very Good | Very Good | 50 | 84.9 |
September 1996 | Good | Very Good | Very Good | Very Good | 50 | 84.9 |