CSAH 13 over SHELL RIVER
Map
Coordinates:
+46.80728, -94.8892446°48'26" N, 94°53'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 13 over SHELL RIVER |
Structure number: | 29517 |
Location: | 0.6 MI S OF JCT CR 108 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.5 ft. [10.5 m] |
Total length: | 103.0 ft. [31.4 m] |
Roadway width between curbs: | 36.7 ft. [11.2 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1990 |
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: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 330 [as of 2016] |
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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 330 | 100.0 |
November 2016 | Good | Very Good | Very Good | Very Good | 335 | 98.0 |
October 2014 | Good | Very Good | Very Good | Very Good | 335 | 98.0 |
October 2012 | Good | Very Good | Very Good | Very Good | 335 | 98.0 |
November 2010 | Good | Very Good | Very Good | Very Good | 335 | 98.0 |
October 2008 | Good | Very Good | Very Good | Very Good | 335 | 98.0 |
October 2006 | Good | Very Good | Very Good | Very Good | 330 | 100.0 |
September 2004 | Good | Very Good | Very Good | Very Good | 280 | 100.0 |
November 2003 | Good | Very Good | Very Good | Very Good | 210 | 100.0 |
November 2002 | Good | Very Good | Very Good | Very Good | 210 | 100.0 |
October 2001 | Good | Very Good | Very Good | Very Good | 210 | 100.0 |
December 2000 | Good | Very Good | Very Good | Very Good | 210 | 99.0 |
November 1999 | Good | Very Good | Very Good | Very Good | 210 | 99.0 |
October 1998 | Good | Very Good | Very Good | Very Good | 210 | 99.0 |
December 1997 | Good | Very Good | Very Good | Very Good | 50 | 98.0 |
November 1996 | Good | Very Good | Very Good | Very Good | 50 | 98.0 |
November 1995 | Good | Very Good | Very Good | Very Good | 50 | 98.0 |
December 1994 | Good | Very Good | Very Good | Very Good | 50 | 98.0 |
October 1993 | Good | Very Good | Very Good | Very Good | 55 | 98.0 |
November 1992 | Good | Excellent | Excellent | Excellent | 55 | 98.0 |
October 1991 | Good | Excellent | Excellent | Excellent | 55 | 98.0 |
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. | 1,236 | 1,236 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 4,120 | 4,102 | 18 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,767 | 3,767 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 119 | 119 | 0 | 0 | 0 |
Steel Pile | each | 16 | 16 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 520 | 0 | 520 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 79 | 77 | 2 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 60 | 60 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 207 | 207 | 0 | 0 | 0 |