COUNTY HIGHWAY over FRENCHMAN CREEK
Map
Coordinates:
+40.42500, -101.4700040°25'30" N, 101°28'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over FRENCHMAN CREEK |
Structure number: | C001506105P |
Location: | 4.8W OF WAUNETA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 40 [as of 2003] |
Deck condition: | Very Good [8 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
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: | 81.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Very Good | Good | Satisfactory | 40 | 81.8 |
August 2016 | Fair | Very Good | Good | Satisfactory | 40 | 81.8 |
August 2014 | Fair | Very Good | Good | Satisfactory | 40 | 81.8 |
August 2012 | Good | Very Good | Good | Good | 40 | 84.0 |
December 2010 | Good | Very Good | Good | Good | 40 | 84.0 |
December 2008 | Good | Excellent | Excellent | Good | 40 | 85.0 |
October 2006 | Good | Excellent | Excellent | Very Good | 40 | 98.0 |
October 2004 | Good | Excellent | Excellent | Excellent | 40 | 98.0 |
October 2002 | Good | Excellent | Excellent | Excellent | 40 | 98.0 |
September 2000 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |
July 1998 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |
July 1996 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |
April 1994 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |
April 1992 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |
August 1990 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |