COUNTY HIGHWAY over STINKING WATER CREEK
Map
Coordinates:
+40.68833, -101.4400040°41'18" N, 101°26'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over STINKING WATER CREEK |
Structure number: | C001526515 |
Location: | 3W 18.5N OF WAUNETA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 19.7 ft. [6.0 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2017 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2003] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 70.8 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Excellent | Excellent | Excellent | 30 | 70.8 |
July 2017 | Good | Excellent | Excellent | Excellent | 30 | 70.8 |
August 2016 | Fair | Fair | Fair | Fair | 30 | 31.4 |
August 2014 | Fair | Fair | Fair | Fair | 30 | 31.4 |
August 2012 | Poor | Fair | Poor | Fair | 30 | 31.9 |
December 2010 | Poor | Fair | Poor | Fair | 30 | 31.9 |
June 2008 | Poor | Fair | Poor | Fair | 30 | 31.9 |
November 2006 | Fair | Fair | Fair | Satisfactory | 30 | 48.3 |
October 2004 | Poor | Poor | Satisfactory | Satisfactory | 30 | 53.3 |
October 2002 | Poor | Poor | Satisfactory | Satisfactory | 30 | 53.3 |
October 2000 | Poor | Poor | Satisfactory | Satisfactory | 30 | 54.3 |
August 1998 | Poor | Poor | Satisfactory | Satisfactory | 30 | 54.3 |
July 1996 | Poor | Poor | Satisfactory | Satisfactory | 30 | 54.3 |
April 1994 | Poor | Poor | Satisfactory | Satisfactory | 30 | 54.3 |
July 1992 | Poor | Poor | Satisfactory | Satisfactory | 30 | 54.3 |
August 1990 | Poor | Poor | Satisfactory | Satisfactory | 30 | 54.3 |