212TH ST over CK
Map
Coordinates:
+44.30754, -97.3622444°18'27" N, 97°21'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 212TH ST over CK |
Structure number: | 000000039245162 |
Location: | 3.7S 0.5E LK PRESTON |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 23.3 ft. [7.1 m] |
Total length: | 24.3 ft. [7.4 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 104 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 75.1 |
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 |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Fair | 104 | 75.1 |
August 2016 | Fair | Satisfactory | Satisfactory | Fair | 104 | 75.1 |
October 2014 | Fair | Satisfactory | Satisfactory | Fair | 104 | 75.1 |
October 2012 | Fair | Satisfactory | Satisfactory | Fair | 104 | 75.1 |
September 2010 | Fair | Satisfactory | Satisfactory | Fair | 104 | 75.1 |
July 2008 | Poor | Satisfactory | Satisfactory | Poor | 104 | 55.2 |
September 2006 | Fair | Satisfactory | Satisfactory | Fair | 104 | 71.2 |
July 2004 | Fair | Satisfactory | Satisfactory | Fair | 104 | 66.3 |
August 2002 | Fair | Good | Good | Satisfactory | 104 | 76.3 |
August 2000 | Good | Good | Good | Good | 104 | 79.7 |
October 1998 | Good | Good | - | Good | 104 | 79.7 |
September 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 104 | 78.2 |
September 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 104 | 74.8 |
July 1992 | Fair | Good | Good | Satisfactory | 104 | 91.7 |
August 1990 | Fair | Good | Good | Satisfactory | 104 | 57.2 |