CSAH 13 over Red Lake River
Map
Coordinates:
+47.89666, -96.2740947°53'48" N, 96°16'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 13 over Red Lake River |
Structure number: | 63516 |
Location: | 0.9mi NW of jct TH 32 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 331.4 ft. [101.0 m] |
Roadway width between curbs: | 40.7 ft. [12.4 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,149 [as of 2008] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Very Good | 1149 | 99.6 |
September 2015 | Good | Very Good | Very Good | Very Good | 1149 | 99.6 |
September 2013 | Good | Very Good | Very Good | Very Good | 1149 | 99.6 |
October 2011 | Good | Very Good | Very Good | Very Good | 1149 | 99.6 |
August 2009 | Good | Very Good | Very Good | Very Good | 1149 | 99.6 |
December 2007 | Good | Very Good | Very Good | Very Good | 960 | 99.6 |
October 2005 | Good | Very Good | Very Good | Very Good | 960 | 99.6 |
November 2003 | Good | Excellent | Excellent | Very Good | 1110 | 99.6 |
February 2003 | Good | Excellent | Excellent | Very Good | 1110 | 99.6 |
May 2002 | Good | Excellent | Excellent | Excellent | - | 100.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,447 | 1,447 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,354 | 14,300 | 54 | 0 | 0 |
Wearing Surfaces | sq. ft. | 13,447 | 13,447 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 132 | 132 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 89 | 86 | 3 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 82 | 82 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 82 | 82 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Fixed Bearing | each | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 669 | 669 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 7,968 | 0 | 0 | 0 | 7,968 |
Reinforced Concrete Bridge Rail | linear ft. | 669 | 669 | 0 | 0 | 0 |