CSAH 13 over BLACK RIVER
Map
Coordinates:
+47.93434, -96.3851947°56'04" N, 96°23'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 13 over BLACK RIVER |
Structure number: | 63501 |
Location: | 0.5 MI W OF JCT CR 101 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 31.2 ft. [9.5 m] |
Total length: | 93.5 ft. [28.5 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 460 [as of 2008] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Satisfactory | Satisfactory | 460 | 93.7 |
September 2016 | Fair | Good | Satisfactory | Satisfactory | 460 | 97.7 |
September 2015 | Fair | Good | Satisfactory | Satisfactory | 460 | 97.7 |
September 2014 | Fair | Good | Satisfactory | Satisfactory | 460 | 97.7 |
September 2013 | Fair | Good | Satisfactory | Satisfactory | 460 | 97.7 |
October 2011 | Poor | Good | Satisfactory | Poor | 460 | 70.6 |
July 2009 | Fair | Good | Satisfactory | Satisfactory | 460 | 97.7 |
December 2007 | Fair | Good | Satisfactory | Good | 440 | 96.7 |
September 2005 | Fair | Good | Satisfactory | Good | 440 | 96.7 |
November 2003 | Fair | Good | Satisfactory | Good | 350 | 97.8 |
January 2003 | Fair | Good | Satisfactory | Good | 350 | 97.8 |
November 2000 | Fair | Good | Satisfactory | Good | 350 | 97.8 |
February 1999 | Fair | Satisfactory | Satisfactory | Good | 350 | 97.8 |
October 1996 | Fair | Satisfactory | Satisfactory | Good | 350 | 94.9 |
December 1995 | Fair | Satisfactory | Satisfactory | Very Good | 350 | 96.8 |
December 1994 | Fair | Satisfactory | Satisfactory | Very Good | 400 | 96.8 |
October 1993 | Fair | Satisfactory | Satisfactory | Very Good | 400 | 96.8 |
October 1992 | Fair | Satisfactory | Satisfactory | Very Good | 400 | 96.8 |
October 1991 | Fair | Satisfactory | Satisfactory | Very Good | 350 | 96.8 |
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. | 1,872 | 0 | 1,872 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,958 | 2,958 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,766 | 2,766 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 102 | 0 | 102 | 0 | 0 |
Steel Pile | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 120 | 20 | 100 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 0 | 66 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 187 | 187 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 300 | 300 | 0 | 0 | 0 |