370TH AVE over SOUTH FORK SNAKE CK
Map
Coordinates:
+45.03906, -98.7788245°02'21" N, 98°46'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 370TH AVE over SOUTH FORK SNAKE CK |
Structure number: | 000000025390143 |
Location: | 9.7N & 2W ZELL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 71.9 ft. [21.9 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: | 1920 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 36 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 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: | Better than present minimum criteria [7] |
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: | 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: | 43.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $500,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Poor | Fair | Poor | 36 | 43.5 |
September 2016 | Poor | Poor | Satisfactory | Poor | 36 | 43.5 |
October 2014 | Poor | Poor | Satisfactory | Poor | 36 | 43.5 |
October 2012 | Poor | Poor | Satisfactory | Poor | 36 | 46.5 |
September 2010 | Poor | Poor | Satisfactory | Poor | 36 | 45.2 |
August 2008 | Poor | Fair | Satisfactory | Poor | 36 | 48.0 |
August 2006 | Poor | Fair | Satisfactory | Poor | 36 | 48.0 |
June 2004 | Poor | Fair | Satisfactory | Poor | 36 | 48.0 |
September 2002 | Fair | Satisfactory | Satisfactory | Fair | 36 | 57.0 |
August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 36 | 68.0 |
September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 36 | 68.0 |
July 1996 | Fair | Fair | Satisfactory | Satisfactory | 36 | 66.0 |
August 1994 | Fair | Fair | Satisfactory | Satisfactory | 36 | 65.7 |
August 1992 | Fair | Fair | Good | Good | 36 | 63.2 |
August 1990 | Fair | Fair | Good | Good | 36 | 63.2 |