CHATCOLET ROAD over S.FK.ROCK CREEK
Map
Coordinates:
+47.41306, -117.0369447°24'47" N, 117°02'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHATCOLET ROAD over S.FK.ROCK CREEK |
Structure number: | 000000000030450 |
Location: | 0.9 N. 5.4 W. WORLEY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | Other Local Agencies [25] |
Year built: | 1952 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Better than present minimum criteria [7] |
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 condition. [5] |
Sufficiency rating: | 91.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Good | Satisfactory | 150 | 91.7 |
August 2015 | Fair | Good | Good | Satisfactory | 1000 | 82.3 |
August 2013 | Fair | Good | Good | Satisfactory | 1000 | 82.3 |
August 2011 | Fair | Good | Good | Satisfactory | 200 | 91.6 |
August 2009 | Fair | Good | Good | Satisfactory | 200 | 91.6 |
August 2007 | Fair | Good | Good | Satisfactory | 200 | 91.6 |
August 2005 | Fair | Good | Good | Satisfactory | 90 | 91.7 |
August 2003 | Fair | Good | Good | Satisfactory | 90 | 91.7 |
August 2001 | Fair | Good | Good | Satisfactory | 90 | 91.7 |
August 1999 | Fair | Good | Good | Satisfactory | 90 | 91.7 |
August 1997 | Fair | Good | Good | Satisfactory | 90 | 91.7 |
August 1995 | Fair | Good | Good | Satisfactory | 70 | 96.9 |
August 1993 | Fair | Good | Good | Satisfactory | 70 | 96.9 |
August 1991 | Good | Good | Good | Good | 80 | 96.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 85 | 0 | 85 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 658 | 656 | 2 | 0 | 0 |
Wearing Surfaces | sq. ft. | 618 | 618 | 0 | 0 | 0 |