TOWNSHIP ROAD over REDBIRD CREEK
Map
Coordinates:
+42.74000, -98.4633342°44'24" N, 98°27'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TOWNSHIP ROAD over REDBIRD CREEK |
Structure number: | C004578110 |
Location: | 9E 19N ONEILL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 95.1 ft. [29.0 m] |
Roadway width between curbs: | 16.4 ft. [5.0 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Year reconstructed: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 10 [as of 2003] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 40.3 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Good | Good | Good | Very Good | 10 | 40.3 |
September 2014 | Good | Good | Good | Very Good | 10 | 40.3 |
September 2012 | Good | Good | Good | Very Good | 10 | 41.2 |
September 2010 | Good | Good | Good | Very Good | 10 | 41.2 |
July 2008 | Fair | Good | Satisfactory | Excellent | 10 | 41.2 |
October 2007 | Good | Very Good | Very Good | Excellent | 10 | 49.5 |
November 2005 | Good | Very Good | Very Good | Excellent | 10 | 49.5 |
November 2003 | Good | Very Good | Very Good | Excellent | 10 | 49.5 |
November 2001 | Good | Very Good | Very Good | Excellent | 10 | 43.4 |
October 1999 | Good | Very Good | Very Good | Excellent | 10 | 47.4 |
November 1997 | Good | Very Good | Very Good | Excellent | 10 | 47.4 |
November 1995 | Fair | Very Good | Good | Satisfactory | 10 | 47.5 |
November 1993 | Fair | Very Good | Good | Satisfactory | 10 | 47.5 |
November 1991 | Fair | Good | Fair | Satisfactory | 10 | 45.7 |