219TH STREET over REDSTONE CK
Map
Coordinates:
+44.20926, -97.7012444°12'33" N, 97°42'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 219TH STREET over REDSTONE CK |
Structure number: | 000000039075230 |
Location: | 4 S & 3.5 E ESMOND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1963 |
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: | Gravel [8] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 45 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 60.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $356,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Good | Fair | 45 | 60.7 |
July 2015 | Fair | Good | Good | Fair | 45 | 57.0 |
September 2013 | Fair | Good | Good | Fair | 45 | 49.4 |
October 2011 | Fair | Good | Good | Fair | 45 | 50.5 |
October 2009 | Fair | Good | Good | Fair | 45 | 54.3 |
June 2007 | Fair | Good | Good | Fair | 45 | 46.9 |
August 2005 | Fair | Good | Good | Fair | 45 | 57.0 |
May 2003 | Fair | Good | Good | Fair | 45 | 57.0 |
July 2001 | Fair | Good | Good | Fair | 45 | 50.3 |
October 1999 | Fair | Good | Satisfactory | Fair | 45 | 56.8 |
August 1997 | Fair | Satisfactory | Satisfactory | Fair | 45 | 64.2 |
August 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 45 | 73.8 |
August 1993 | Fair | Good | Good | Satisfactory | 45 | 68.8 |
August 1991 | Fair | Good | Good | Satisfactory | 45 | 52.2 |