CSAH 8 over BOSTICK CREEK
Map
Coordinates:
+48.83016, -94.7778548°49'49" N, 94°46'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 8 over BOSTICK CREEK |
Structure number: | 39504 |
Location: | 3.0 MI W OF JCT TH 172 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 25.3 ft. [7.7 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 37.4 ft. [11.4 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 419 [as of 2008] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Very Good | 419 | 91.9 |
September 2015 | Good | Good | Very Good | Very Good | 419 | 91.9 |
October 2013 | Good | Good | Very Good | Very Good | 419 | 91.9 |
October 2011 | Good | Good | Very Good | Very Good | 419 | 91.9 |
September 2009 | Good | Good | Very Good | Very Good | 419 | 88.9 |
October 2007 | Good | Good | Very Good | Very Good | 420 | 91.9 |
November 2005 | Good | Good | Very Good | Very Good | 420 | 91.9 |
February 2004 | Good | Good | Very Good | Very Good | 420 | 91.9 |
October 2002 | Good | Good | Very Good | Very Good | 570 | 90.8 |
December 2001 | Good | Good | Very Good | Very Good | 570 | 90.8 |
November 1999 | Good | Good | Very Good | Very Good | 570 | 89.8 |
October 1997 | Good | Good | Very Good | Very Good | 370 | 89.5 |
December 1995 | Good | Good | Very Good | Very Good | 370 | 90.3 |
December 1994 | Good | Good | Very Good | Very Good | 430 | 89.8 |
November 1993 | Good | Very Good | Very Good | Very Good | 430 | 89.8 |
November 1992 | Good | Very Good | Very Good | Very Good | 430 | 89.8 |
November 1991 | Good | Very Good | Very Good | Very Good | 430 | 89.8 |
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. | 1,955 | 1,955 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,098 | 3,098 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,809 | 2,683 | 1 | 125 | 0 |
Substructure |
Steel Column | each | 16 | 16 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 405 | 284 | 40 | 81 | 0 |
Reinforced Concrete Abutment | linear ft. | 122 | 122 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 82 | 82 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 151 | 151 | 0 | 0 | 0 |