415th Avenue over Crow Creek Ditch
Map
Coordinates:
+45.76966, -97.9168845°46'11" N, 97°55'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 415th Avenue over Crow Creek Ditch |
Structure number: | 000000046030115 |
Location: | 2.0N of Amherst |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 61.4 ft. [18.7 m] |
Roadway width between curbs: | 33.5 ft. [10.2 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
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] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 322 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Good | Satisfactory | 322 | 98.9 |
July 2015 | Fair | Good | Good | Satisfactory | 322 | 92.2 |
September 2013 | Fair | Good | Very Good | Satisfactory | 322 | 91.6 |
September 2011 | Fair | Good | Very Good | Satisfactory | 322 | 91.6 |
June 2009 | Fair | Good | Very Good | Satisfactory | 322 | 91.6 |
July 2007 | Fair | Good | Very Good | Satisfactory | 322 | 91.6 |
August 2005 | Fair | Good | Very Good | Satisfactory | 322 | 91.6 |
July 2003 | Fair | Good | Very Good | Satisfactory | 322 | 91.6 |
September 2001 | Fair | Good | Very Good | Satisfactory | 322 | 91.6 |
August 1999 | Fair | Good | Very Good | Satisfactory | 322 | 90.6 |
November 1997 | Good | Very Good | Very Good | Very Good | 322 | 90.6 |
August 1995 | Good | Very Good | Very Good | Very Good | 322 | 90.3 |
July 1994 | Good | Excellent | Excellent | Excellent | 322 | 99.9 |
December 1993 | Good | Excellent | Excellent | Excellent | 322 | 99.9 |
August 1991 | Poor | Fair | Poor | Serious | 322 | 38.5 |