COUNTY ROAD 05370 over CURLEW CREEK
Map
Coordinates:
+48.76746, -118.6567348°46'03" N, 118°39'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 05370 over CURLEW CREEK |
Structure number: | 083800000000000 |
Location: | 00.17 E CO RD 203 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1972 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 71 [as of 2018] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 70.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,338,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Satisfactory | Good | Poor | 71 | 70.0 |
June 2016 | Fair | Satisfactory | Good | Satisfactory | 70 | 97.0 |
June 2014 | Fair | Satisfactory | Good | Satisfactory | 70 | 97.0 |
June 2012 | Fair | Satisfactory | Good | Satisfactory | 70 | 97.0 |
May 2010 | Fair | Satisfactory | Good | Satisfactory | 70 | 97.0 |
June 2008 | Fair | Satisfactory | Good | Satisfactory | 63 | 97.0 |
April 2006 | Fair | Satisfactory | Good | Satisfactory | 91 | 97.0 |
April 2004 | Fair | Satisfactory | Good | Satisfactory | 91 | 97.0 |
April 2003 | Fair | Satisfactory | Good | Fair | 91 | 86.0 |
December 2000 | Fair | Satisfactory | Good | Good | 91 | 97.0 |
October 1999 | Fair | Satisfactory | Good | Good | 75 | 97.0 |
November 1998 | Fair | Satisfactory | Good | Good | 75 | 97.0 |
October 1996 | Fair | Satisfactory | Good | Good | 75 | 97.0 |
December 1994 | Fair | Satisfactory | Good | Good | 75 | 76.5 |
December 1993 | Fair | Satisfactory | Good | Good | 75 | 76.5 |
November 1992 | Fair | Satisfactory | Good | Good | 75 | 76.5 |
April 1990 | Good | Very Good | Good | Good | 75 | 75.5 |