46620 298 ST. over ASH CK
Map
Coordinates:
+43.06907, -96.8799343°04'09" N, 96°52'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 46620 298 ST. over ASH CK |
Structure number: | 000000014142010 |
Location: | 1S & 14.2E IRENE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $25,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Very Good | Good | 25 | 90.8 |
July 2016 | Good | Good | Very Good | Good | 25 | 90.8 |
June 2014 | Good | Good | Very Good | Good | 25 | 90.8 |
July 2012 | Good | Good | Very Good | Good | 25 | 90.8 |
July 2010 | Good | Good | Very Good | Good | 25 | 90.8 |
August 2008 | Good | Good | Very Good | Good | 25 | 90.8 |
September 2006 | Good | Good | Very Good | Good | 25 | 98.0 |
July 2004 | Good | Good | Very Good | Good | 25 | 98.0 |
October 2002 | Good | Good | Very Good | Good | 25 | 98.0 |
September 2000 | Fair | Satisfactory | Satisfactory | Fair | 25 | 38.7 |
July 1998 | Fair | Satisfactory | Satisfactory | Fair | 25 | 38.7 |
July 1996 | Poor | Good | Poor | Satisfactory | 25 | 28.2 |
June 1994 | Poor | Good | Poor | Satisfactory | 25 | 28.3 |
May 1992 | Poor | Good | Poor | Very Good | 25 | 28.3 |
June 1990 | Poor | Good | Poor | Very Good | 25 | 28.3 |