404TH AVENUE over FIRESTEEL CK
Map
Coordinates:
+43.77095, -98.1262043°46'15" N, 98°07'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 404TH AVENUE over FIRESTEEL CK |
Structure number: | 000000018100052 |
Location: | 1.5S 1.0W LOOMIS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 18 / HS 20 [5] |
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: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 64 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 26.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Serious | Fair | Critical | 64 | 26.8 |
June 2016 | Poor | Poor | Fair | Critical | 64 | 28.8 |
July 2014 | Poor | Fair | Satisfactory | Serious | 64 | 30.8 |
June 2012 | Poor | Fair | Satisfactory | Serious | 64 | 30.8 |
October 2010 | Poor | Satisfactory | Satisfactory | Poor | 64 | 42.1 |
July 2008 | Poor | Satisfactory | Satisfactory | Poor | 64 | 42.1 |
August 2006 | Poor | Satisfactory | Satisfactory | Poor | 64 | 42.1 |
August 2004 | Poor | Satisfactory | Satisfactory | Poor | 64 | 42.1 |
October 2002 | Poor | Satisfactory | Satisfactory | Poor | 64 | 42.1 |
August 2000 | Poor | Satisfactory | Satisfactory | Poor | 64 | 42.1 |
August 1998 | Poor | Satisfactory | Fair | Poor | 64 | 42.1 |
October 1996 | Fair | Satisfactory | Satisfactory | Fair | 64 | 51.9 |
October 1994 | Fair | Good | Satisfactory | Satisfactory | 64 | 62.7 |
November 1992 | Fair | Good | Satisfactory | Satisfactory | 64 | 46.2 |
August 1990 | Fair | Good | Satisfactory | Satisfactory | 64 | 46.2 |