CSAH 8 over STREAM
Map
Coordinates:
+48.84422, -94.8792848°50'39" N, 94°52'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 8 over STREAM |
Structure number: | 7255 |
Location: | 0.4 MI W OF JCT CR 63 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 20.7 ft. [6.3 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
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: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 385 [as of 2015] |
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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 71.1 |
Estimated cost of work: | $163,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Fair | Fair | 385 | 71.1 |
October 2016 | Fair | Satisfactory | Fair | Fair | 340 | 71.1 |
October 2014 | Fair | Good | Satisfactory | Good | 340 | 81.1 |
October 2013 | Fair | Good | Satisfactory | Good | 340 | 81.1 |
November 2011 | Fair | Good | Satisfactory | Good | 340 | 81.1 |
September 2009 | Fair | Good | Satisfactory | Good | 340 | 94.8 |
October 2007 | Fair | Good | Satisfactory | Good | 410 | 96.8 |
November 2006 | Fair | Good | Satisfactory | Good | 410 | 96.8 |
November 2005 | Fair | Good | Satisfactory | Good | 410 | 96.8 |
February 2004 | Fair | Good | Satisfactory | Good | 410 | 96.8 |
December 2001 | Fair | Good | Satisfactory | Good | 480 | 93.9 |
November 1999 | Fair | Good | Satisfactory | Good | 480 | 89.5 |
October 1997 | Fair | Good | Satisfactory | Good | 300 | 75.1 |
December 1995 | Fair | Good | Satisfactory | Good | 300 | 82.8 |
December 1994 | Fair | Good | Satisfactory | Good | 380 | 82.8 |
November 1993 | Fair | Good | Satisfactory | Good | 380 | 82.8 |
November 1992 | Fair | Good | Satisfactory | Good | 380 | 82.8 |
November 1991 | Fair | Good | Satisfactory | Good | 380 | 82.8 |
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 |
Timber Girder/Beam | linear ft. | 177 | 177 | 0 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 114 | 114 | 0 | 0 | 0 |
Timber Pile | each | 23 | 0 | 22 | 0 | 1 |
Timber Pier Cap | linear ft. | 102 | 102 | 0 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,320 | 0 | 1,320 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,227 | 0 | 614 | 613 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 88 | 87 | 0 | 1 | 0 |