CSAH 39 over KABEKONA RIVER
Map
Coordinates:
+47.16756, -94.7260947°10'03" N, 94°43'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 39 over KABEKONA RIVER |
Structure number: | 29508 |
Location: | 0.8 MI N OF JCT CSAH 37 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 25.3 ft. [7.7 m] |
Total length: | 63.3 ft. [19.3 m] |
Roadway width between curbs: | 29.2 ft. [8.9 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1968 |
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: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2008] |
Deck condition: | Satisfactory [6 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: | 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: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 79.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Fair | Fair | 520 | 79.9 |
October 2015 | Fair | Satisfactory | Fair | Fair | 520 | 79.9 |
October 2013 | Fair | Satisfactory | Fair | Satisfactory | 520 | 79.9 |
November 2011 | Fair | Satisfactory | Fair | Satisfactory | 520 | 79.9 |
November 2009 | Fair | Satisfactory | Fair | Satisfactory | 520 | 79.9 |
October 2008 | Fair | Satisfactory | Fair | Satisfactory | 520 | 79.9 |
October 2007 | Fair | Satisfactory | Fair | Satisfactory | 520 | 82.9 |
October 2006 | Fair | Satisfactory | Fair | Good | 520 | 82.9 |
October 2005 | Fair | Satisfactory | Fair | Good | 415 | 82.9 |
September 2004 | Fair | Satisfactory | Fair | Good | 415 | 82.9 |
November 2003 | Fair | Good | Satisfactory | Good | 450 | 93.9 |
September 2002 | Fair | Good | Satisfactory | Good | 450 | 93.9 |
September 2001 | Good | Good | Good | Good | 450 | 93.9 |
January 2001 | Good | Good | Good | Good | 450 | 92.9 |
December 1999 | Good | Good | Good | Good | 450 | 92.9 |
October 1998 | Good | Good | Good | Good | 450 | 92.9 |
November 1997 | Good | Good | Good | Good | 350 | 84.4 |
November 1996 | Good | Good | Good | Good | 350 | 84.4 |
November 1995 | Good | Good | Good | Good | 350 | 91.3 |
December 1994 | Good | Good | Good | Good | 350 | 91.3 |
October 1993 | Good | Good | Good | Good | 250 | 91.3 |
November 1992 | Good | Good | Very Good | Very Good | 250 | 91.3 |
October 1991 | Good | Good | Very Good | Very Good | 250 | 91.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 1,264 | 0 | 520 | 744 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,959 | 1,509 | 250 | 200 | 0 |
Wearing Surfaces | sq. ft. | 1,851 | 1,666 | 0 | 185 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 102 | 0 | 102 | 0 | 0 |
Steel Pile | each | 10 | 0 | 6 | 4 | 0 |
Steel Protective Coating | sq. ft. | 167 | 82 | 50 | 35 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 144 | 0 | 144 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 125 | 0 | 125 | 0 | 0 |
Steel Protective Coating | sq. ft. | 377 | 357 | 20 | 0 | 0 |