459th Avenue over Boswell Diversion Ditch
Map
Coordinates:
+44.63709, -97.0270344°38'14" N, 97°01'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 459th Avenue over Boswell Diversion Ditch |
Structure number: | 000000029230115 |
Location: | 6.5S of Castlewood |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 106.0 ft. [32.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 253 [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: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
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: | 52.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 253 | 52.4 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 253 | 75.3 |
May 2014 | Fair | Fair | Satisfactory | Satisfactory | 253 | 74.3 |
July 2012 | Fair | Fair | Satisfactory | Satisfactory | 253 | 73.7 |
September 2010 | Fair | Fair | Satisfactory | Satisfactory | 253 | 73.7 |
October 2008 | Fair | Fair | Satisfactory | Satisfactory | 253 | 73.7 |
August 2006 | Fair | Fair | Satisfactory | Satisfactory | 253 | 73.7 |
July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 253 | 74.7 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 253 | 74.7 |
July 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 253 | 74.7 |
September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 253 | 74.7 |
August 1996 | Fair | Satisfactory | Satisfactory | Very Good | 253 | 74.7 |
July 1994 | Fair | Satisfactory | Satisfactory | Very Good | 253 | 73.4 |
September 1992 | Fair | Satisfactory | Satisfactory | Very Good | 253 | 73.4 |
June 1990 | Fair | Satisfactory | Good | Very Good | 253 | 73.4 |