438th Avenue over BN Railroad
Map
Coordinates:
+44.72999, -97.4509644°43'48" N, 97°27'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 438th Avenue over BN Railroad |
Structure number: | 000000029020051 |
Location: | 3.5W & 2.1S of Hazel |
Purpose: | Carries highway over railroad |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 148.0 ft. [45.1 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 200 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 20.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,324,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Serious | Serious | Serious | 200 | 20.8 |
June 2016 | Poor | Serious | Serious | Poor | 200 | 30.7 |
June 2014 | Poor | Imminent Failure | Serious | Poor | 200 | 39.4 |
June 2012 | Poor | Imminent Failure | Serious | Poor | 200 | 39.4 |
August 2010 | Poor | Imminent Failure | Poor | Fair | 200 | 53.4 |
August 2008 | Poor | Imminent Failure | Poor | Fair | 200 | 53.4 |
August 2006 | Poor | Serious | Poor | Fair | 200 | 53.4 |
July 2004 | Poor | Poor | Poor | Fair | 200 | 55.5 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 85.5 |
June 2000 | Fair | Fair | Fair | Satisfactory | 200 | 73.5 |
September 1998 | Fair | Satisfactory | Fair | Satisfactory | 200 | 74.5 |
August 1996 | Fair | Satisfactory | Fair | Satisfactory | 200 | 74.5 |
July 1994 | Fair | Satisfactory | Fair | Good | 200 | 74.5 |
September 1992 | Fair | Satisfactory | Fair | Good | 200 | 69.3 |
June 1990 | Fair | Good | Satisfactory | Good | 200 | 80.3 |