TURNER ROAD over WHETSTONE CREEK
Map
Coordinates:
+46.39008, -117.9236946°23'24" N, 117°55'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TURNER ROAD over WHETSTONE CREEK |
Structure number: | 0003980A0000000 |
Location: | 1.0 E JCT SR 12 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 14.1 ft. [4.3 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
Skew angle: | 44° |
Owner: | County Highway Agency [02] |
Year built: | 1951 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 210 [as of 2012] |
Truck traffic: | 20% of total traffic |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 74.1 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2018 | Good | 7 out of 10 | 210 | 74.1 |
October 2016 | Good | 7 out of 10 | 210 | 74.1 |
October 2014 | Good | 7 out of 10 | 210 | 73.9 |
October 2012 | Good | 7 out of 10 | 210 | 73.9 |
August 2011 | Good | 7 out of 10 | 210 | 73.9 |
August 2009 | Good | 7 out of 10 | 210 | 70.1 |
August 2007 | Good | 7 out of 10 | 205 | 71.1 |
July 2005 | Good | 7 out of 10 | 205 | 71.1 |
June 2003 | Good | 7 out of 10 | 205 | 68.1 |
March 2001 | Good | 7 out of 10 | 205 | 68.1 |
December 1998 | Good | 7 out of 10 | 205 | 68.1 |
June 1996 | Good | 7 out of 10 | 205 | 76.4 |
November 1993 | Good | 7 out of 10 | 205 | 76.4 |
April 1993 | Good | 7 out of 10 | 205 | 76.4 |
November 1991 | Good | N out of 10 | 205 | 76.4 |