415th Avenue over Crow Creek Ditch
Map
Coordinates:
+45.77027, -97.9168845°46'13" 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: | 000000046030114 |
Location: | 2.1N of Amherst |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: | Poor |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 322 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 63.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | Satisfactory | Poor | Fair | 322 | 63.5 |
July 2015 | Fair | Satisfactory | Fair | Fair | 322 | 80.1 |
September 2013 | Fair | Satisfactory | Fair | Fair | 322 | 79.6 |
September 2011 | Fair | Satisfactory | Fair | Fair | 322 | 79.6 |
August 2009 | Fair | Satisfactory | Satisfactory | Fair | 322 | 79.6 |
July 2007 | Fair | Satisfactory | Satisfactory | Fair | 322 | 79.6 |
August 2005 | Fair | Satisfactory | Satisfactory | Fair | 322 | 79.6 |
July 2003 | Fair | Satisfactory | Satisfactory | Fair | 322 | 79.6 |
September 2001 | Fair | Satisfactory | Satisfactory | Fair | 322 | 79.6 |
August 1999 | Fair | Good | Satisfactory | Satisfactory | 322 | 88.6 |
November 1997 | Fair | Very Good | Very Good | Fair | 322 | 74.6 |
August 1995 | Fair | Very Good | Very Good | Fair | 322 | 74.3 |
August 1993 | Fair | Very Good | Very Good | Satisfactory | 322 | 85.3 |
August 1991 | Good | Very Good | Very Good | Very Good | 322 | 88.3 |