SILVER CK RD 00670 over NINE MILE CREEK
Map
Coordinates:
+48.07032, -118.4557448°04'13" N, 118°27'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SILVER CK RD 00670 over NINE MILE CREEK |
Structure number: | 084149000000000 |
Location: | 19.05 E SR 21 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 65 [as of 2015] |
Truck traffic: | 20% of total traffic |
Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Satisfactory | Satisfactory | 65 | 92.4 |
June 2015 | Fair | Fair | Satisfactory | Satisfactory | 65 | 97.1 |
June 2013 | Fair | Fair | Satisfactory | Satisfactory | 65 | 97.1 |
June 2011 | Fair | Fair | Satisfactory | Satisfactory | 65 | 97.1 |
June 2009 | Fair | Fair | Satisfactory | Satisfactory | 65 | 97.1 |
April 2007 | Fair | Fair | Satisfactory | Satisfactory | 65 | 94.1 |
April 2005 | Fair | Fair | Satisfactory | Satisfactory | 65 | 94.1 |
April 2003 | Fair | Fair | Satisfactory | Satisfactory | 65 | 94.1 |
January 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 65 | 98.6 |
October 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 44 | 98.6 |
December 1998 | Fair | Satisfactory | Satisfactory | Fair | 69 | 87.5 |
October 1996 | Fair | Satisfactory | Satisfactory | Fair | 69 | 87.5 |
November 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 69 | 98.6 |
December 1993 | Fair | Satisfactory | Satisfactory | Good | 69 | 98.6 |
November 1992 | Fair | Satisfactory | Satisfactory | Good | 69 | 98.6 |
April 1990 | Good | Good | Good | Good | 80 | 98.5 |