198TH STREET over CK
Map
Coordinates:
+44.51417, -97.1399944°30'51" N, 97°08'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 198TH STREET over CK |
Structure number: | 000000039354020 |
Location: | 2 N & 3.4 E BADGER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
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: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 14 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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: | 39.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $343,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Satisfactory | Fair | Poor | 14 | 39.0 |
July 2015 | Poor | Satisfactory | Satisfactory | Poor | 14 | 39.0 |
September 2013 | Poor | Satisfactory | Satisfactory | Poor | 14 | 39.0 |
October 2011 | Poor | Satisfactory | Satisfactory | Poor | 14 | 39.0 |
October 2009 | Poor | Satisfactory | Satisfactory | Poor | 14 | 39.0 |
June 2007 | Poor | Satisfactory | Satisfactory | Poor | 14 | 39.0 |
August 2005 | Poor | Satisfactory | Satisfactory | Poor | 14 | 39.0 |
May 2003 | Fair | Satisfactory | Satisfactory | Fair | 14 | 40.4 |
July 2001 | Fair | Satisfactory | Satisfactory | Fair | 14 | 39.0 |
October 1999 | Poor | Satisfactory | Satisfactory | Poor | 14 | 39.0 |
July 1997 | Poor | Fair | Satisfactory | Poor | 14 | 39.0 |
August 1995 | Poor | Fair | Satisfactory | Poor | 14 | 39.0 |
August 1993 | Fair | Fair | Satisfactory | Fair | 14 | 40.6 |
August 1991 | Fair | Satisfactory | Satisfactory | Fair | 14 | 46.0 |