FM 240TH AVE over PRAIRIE CREEK
Map
Coordinates:
+43.09742, -95.1121543°05'51" N, 95°06'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 240TH AVE over PRAIRIE CREEK |
Structure number: | 000000000116750 |
Location: | 096363302 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 75.1 ft. [22.9 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: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2015] |
Deck condition: | Poor [4 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 58.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Poor | Poor | Poor | Fair | 520 | 58.6 |
February 2015 | Poor | Poor | Poor | Fair | 580 | 58.6 |
February 2013 | Fair | Fair | Fair | Satisfactory | 580 | 76.6 |
February 2011 | Fair | Fair | Fair | Satisfactory | 580 | 76.6 |
March 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 88.4 |
March 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 88.8 |
December 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 620 | 88.8 |
November 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 650 | 88.7 |
April 2001 | Fair | Good | Good | Satisfactory | 470 | 88.8 |
November 1998 | Fair | Good | Good | Satisfactory | 500 | 88.8 |
November 1996 | Good | Good | Good | Good | 500 | 88.8 |
November 1994 | Good | Good | Good | Good | 500 | 85.5 |
December 1992 | Good | Good | Good | Good | 450 | 85.8 |
December 1990 | Fair | Fair | Very Good | Very Good | 290 | 85.8 |