208TH ST over CK
Map
Coordinates:
+44.36932, -97.2302444°22'10" N, 97°13'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 208TH ST over CK |
Structure number: | 000000039309120 |
Location: | 0.5S & 0.2E HETLAND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1932 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 220 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | Equal to present minimum criteria [6] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 54.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $311,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Fair | Satisfactory | Poor | 220 | 54.4 |
August 2016 | Poor | Fair | Satisfactory | Poor | 220 | 52.9 |
October 2014 | Poor | Fair | Satisfactory | Poor | 220 | 52.9 |
October 2012 | Poor | Fair | Satisfactory | Poor | 220 | 52.4 |
September 2010 | Poor | Fair | Satisfactory | Poor | 220 | 52.4 |
July 2008 | Poor | Fair | Satisfactory | Poor | 220 | 51.9 |
September 2006 | Poor | Fair | Satisfactory | Poor | 220 | 51.9 |
July 2004 | Poor | Fair | Satisfactory | Poor | 220 | 51.9 |
August 2002 | Fair | Fair | Satisfactory | Fair | 220 | 67.9 |
August 2000 | Fair | Fair | Satisfactory | Satisfactory | 220 | 79.9 |
October 1998 | Fair | Fair | Satisfactory | Satisfactory | 220 | 79.9 |
September 1996 | Fair | Satisfactory | Satisfactory | Fair | 220 | 77.6 |
September 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 87.9 |
July 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 80.8 |
August 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 80.8 |