207TH STREET over CK
Map
Coordinates:
+44.38370, -97.5106144°23'01" N, 97°30'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 207TH STREET over CK |
Structure number: | 000000039171110 |
Location: | 2.1 E DE SMET |
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: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
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: | Gravel [8] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 25 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 39.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $297,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Fair | Satisfactory | Fair | 25 | 39.5 |
July 2015 | Fair | Fair | Satisfactory | Fair | 25 | 39.5 |
September 2013 | Fair | Fair | Satisfactory | Fair | 25 | 31.1 |
October 2011 | Fair | Fair | Satisfactory | Fair | 25 | 31.1 |
October 2009 | Fair | Fair | Satisfactory | Fair | 25 | 31.1 |
June 2007 | Fair | Fair | Satisfactory | Fair | 25 | 31.1 |
August 2005 | Fair | Satisfactory | Satisfactory | Fair | 25 | 37.9 |
May 2003 | Fair | Satisfactory | Satisfactory | Fair | 25 | 37.9 |
July 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 47.9 |
October 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 47.7 |
August 1997 | Fair | Fair | Satisfactory | Fair | 25 | 33.0 |
August 1995 | Fair | Fair | Satisfactory | Fair | 25 | 32.8 |
August 1993 | Fair | Fair | Satisfactory | Fair | 25 | 43.1 |
August 1991 | Fair | Satisfactory | Satisfactory | Fair | 25 | 33.8 |