SR 20 over O'BRIEN CREEK
Map
Coordinates:
+48.59839, -118.6497848°35'54" N, 118°38'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 20 over O'BRIEN CREEK |
Structure number: | 0016144A0000000 |
Location: | 4.1 E JCT SR 21 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 951 [as of 2016] |
Truck traffic: | 22% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $282,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Good | 951 | 86.9 |
June 2016 | Good | Very Good | Very Good | Good | 873 | 81.4 |
June 2014 | Good | Very Good | Good | Good | 873 | 81.4 |
August 2010 | Good | Very Good | Very Good | Very Good | 879 | 81.3 |
September 2006 | Good | Very Good | Very Good | Very Good | 850 | 81.6 |
November 2002 | Good | Very Good | Very Good | Very Good | 850 | 79.0 |