PATIT ROAD over PATIT CREEK
Map
Coordinates:
+46.34102, -117.8138946°20'28" N, 117°48'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PATIT ROAD over PATIT CREEK |
Structure number: | 081990000000000 |
Location: | 0.2 E JCT 9132 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Skew angle: | 35° |
Owner: | County Highway Agency [02] |
Year built: | 1971 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
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: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 275 [as of 2014] |
Truck traffic: | 15% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 78.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Good | 275 | 78.3 |
October 2015 | Fair | Satisfactory | Satisfactory | Good | 275 | 86.0 |
May 2014 | Fair | Satisfactory | Satisfactory | Good | 275 | 86.0 |
May 2012 | Fair | Satisfactory | Satisfactory | Good | 275 | 86.0 |
May 2010 | Fair | Satisfactory | Satisfactory | Good | 275 | 86.0 |
August 2008 | Fair | Satisfactory | Satisfactory | Good | 275 | 86.0 |
June 2006 | Fair | Satisfactory | Good | Satisfactory | 100 | 86.8 |
April 2004 | Fair | Satisfactory | Good | Good | 100 | 86.8 |
March 2002 | Fair | Satisfactory | Good | Good | 100 | 86.8 |
March 2000 | Fair | Satisfactory | Good | Good | 100 | 85.3 |
February 1998 | Fair | Satisfactory | Good | Good | 100 | 85.3 |
April 1995 | Good | Good | Good | Good | 100 | 85.3 |
April 1993 | Good | Good | Good | Good | 100 | 85.3 |
March 1990 | Good | Very Good | Very Good | Very Good | 50 | 76.2 |