COUNTY HIGHWAY over STINKING WATER CREEK
Map
Coordinates:
+40.61000, -101.3916740°36'36" N, 101°23'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over STINKING WATER CREEK |
Structure number: | C001541405 |
Location: | 13N 1.5W OF WAUNETA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 2011 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2003] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 87.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Very Good | Very Good | 30 | 87.6 |
August 2016 | Good | Very Good | Very Good | Very Good | 30 | 87.6 |
August 2014 | Good | Excellent | Excellent | Excellent | 30 | 87.6 |
August 2012 | Good | Excellent | Excellent | Excellent | 30 | 93.0 |
December 2011 | Good | Excellent | Excellent | Excellent | 30 | 93.0 |
December 2010 | Fair | Satisfactory | Fair | Satisfactory | 30 | 35.5 |
November 2008 | Fair | Fair | Fair | Satisfactory | 30 | 34.5 |
November 2006 | Fair | Satisfactory | Fair | Satisfactory | 30 | 35.5 |
October 2004 | Fair | Satisfactory | Fair | Satisfactory | 30 | 35.5 |
October 2002 | Fair | Satisfactory | Fair | Satisfactory | 30 | 35.5 |
October 2000 | Fair | Satisfactory | Fair | Satisfactory | 30 | 35.5 |
August 1998 | Poor | Satisfactory | Poor | Satisfactory | 30 | 33.8 |
July 1996 | Poor | Satisfactory | Poor | Satisfactory | 30 | 33.8 |
April 1994 | Poor | Satisfactory | Poor | Satisfactory | 30 | 33.8 |
April 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 50.1 |
August 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 50.1 |