STC 4782 over WHISKEY CREEK
Map
Coordinates:
+46.53806, -116.0736146°32'17" N, 116°04'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STC 4782 over WHISKEY CREEK |
Structure number: | 000000000020290 |
Location: | 4.2 N. 8.9 E. OROFINO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 67.9 ft. [20.7 m] |
Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
Skew angle: | 60° |
Owner: | County Highway Agency [02] |
Year built: | 1962 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 540 [as of 2016] |
Truck traffic: | 6% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.3 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2018 | Good | 7 out of 10 | 540 | 99.3 |
June 2016 | Good | 7 out of 10 | 540 | 96.4 |
June 2014 | Good | 7 out of 10 | 540 | 96.4 |
June 2012 | Good | 7 out of 10 | 540 | 99.3 |
June 2010 | Good | 7 out of 10 | 540 | 99.3 |
June 2008 | Good | 8 out of 10 | 540 | 99.3 |
June 2006 | Good | 8 out of 10 | 540 | 99.3 |
June 2004 | Good | 8 out of 10 | 540 | 99.3 |
July 2002 | Good | 8 out of 10 | 540 | 99.3 |
July 2000 | Good | 8 out of 10 | 540 | 96.3 |
July 1998 | Good | 8 out of 10 | 540 | 96.3 |
July 1996 | Good | 8 out of 10 | 740 | 96.1 |
July 1994 | Good | 8 out of 10 | 740 | 96.1 |
July 1992 | Good | 8 out of 10 | 600 | 96.2 |
July 1990 | Good | 8 out of 10 | 600 | 96.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Steel Culvert | linear ft. | 69 | 0 | 69 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,992 | 3,792 | 200 | 0 | 0 |