210TH STREET over REDSTONE CK
Map
Coordinates:
+44.33960, -97.7012744°20'23" N, 97°42'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 210TH STREET over REDSTONE CK |
Structure number: | 000000039076140 |
Location: | 5 N & 3.6 E ESMOND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
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: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 44.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $297,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Serious | Satisfactory | Fair | 15 | 44.1 |
July 2015 | Fair | Fair | Satisfactory | Fair | 15 | 48.1 |
October 2013 | Fair | Fair | Satisfactory | Fair | 15 | 49.8 |
October 2011 | Fair | Fair | Satisfactory | Fair | 15 | 49.8 |
October 2009 | Fair | Fair | Satisfactory | Fair | 15 | 49.8 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 60.9 |
August 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 60.9 |
May 2003 | Fair | Satisfactory | Satisfactory | Good | 15 | 60.9 |
July 2001 | Fair | Satisfactory | Satisfactory | Good | 15 | 48.7 |
October 1999 | Fair | Satisfactory | Satisfactory | Good | 15 | 50.8 |
August 1997 | Fair | Fair | Satisfactory | Satisfactory | 15 | 45.0 |
August 1995 | Fair | Fair | Satisfactory | Satisfactory | 15 | 44.8 |
August 1993 | Fair | Fair | Satisfactory | Satisfactory | 15 | 57.1 |
August 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 45.8 |