FM 170TH AVE over WILLOW CREEK
Map
Coordinates:
+43.00084, -95.2502843°00'03" N, 95°15'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 170TH AVE over WILLOW CREEK |
Structure number: | 000000000116360 |
Location: | 095373202 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 67.9 ft. [20.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 280 [as of 2015] |
Truck traffic: | 28% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Fair | Fair | 280 | 88.0 |
March 2015 | Fair | Fair | Fair | Fair | 230 | 83.8 |
March 2013 | Fair | Fair | Fair | Fair | 230 | 83.8 |
March 2011 | Fair | Fair | Fair | Fair | 230 | 83.8 |
March 2009 | Fair | Satisfactory | Satisfactory | Fair | 190 | 84.5 |
March 2007 | Fair | Satisfactory | Satisfactory | Fair | 190 | 84.9 |
November 2004 | Fair | Satisfactory | Good | Satisfactory | 220 | 95.9 |
December 2002 | Fair | Satisfactory | Good | Satisfactory | 220 | 95.9 |
April 2001 | Fair | Satisfactory | Good | Satisfactory | 250 | 95.9 |
November 1998 | Fair | Good | Good | Satisfactory | 160 | 95.9 |
November 1996 | Fair | Good | Good | Satisfactory | 160 | 95.9 |
October 1994 | Fair | Good | Good | Satisfactory | 160 | 94.9 |
October 1992 | Fair | Good | Good | Satisfactory | 160 | 95.9 |
November 1990 | Good | Good | Good | Good | 160 | 95.9 |