CSAH 1 over S BR RAPID RIVER
Map
Coordinates:
+48.50473, -94.6470048°30'17" N, 94°38'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 1 over S BR RAPID RIVER |
Structure number: | 39501 |
Location: | 0.5 MI N OF JCT CR 86 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 161.1 ft. [49.1 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 85 [as of 2008] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 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: | 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.7 |
Estimated cost of work: | $477,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Satisfactory | Fair | 85 | 83.7 |
November 2015 | Fair | Very Good | Satisfactory | Fair | 85 | 83.7 |
October 2013 | Fair | Very Good | Good | Satisfactory | 85 | 94.8 |
October 2011 | Fair | Very Good | Good | Satisfactory | 85 | 94.8 |
October 2009 | Fair | Very Good | Good | Satisfactory | 85 | 87.1 |
October 2007 | Good | Very Good | Very Good | Very Good | 85 | 90.1 |
December 2005 | Good | Very Good | Very Good | Very Good | 85 | 98.1 |
February 2004 | Good | Very Good | Very Good | Very Good | 85 | 98.1 |
December 2001 | Good | Very Good | Very Good | Very Good | 65 | 94.9 |
November 1999 | Good | Very Good | Very Good | Very Good | 65 | 90.9 |
October 1997 | Good | Very Good | Very Good | Very Good | 60 | 89.0 |
December 1995 | Good | Very Good | Very Good | Very Good | 60 | 91.9 |
December 1994 | Good | Very Good | Very Good | Very Good | 90 | 91.9 |
November 1993 | Good | Very Good | Very Good | Very Good | 90 | 91.9 |
November 1992 | Good | Very Good | Very Good | Very Good | 90 | 91.9 |
November 1991 | Good | Very Good | Very Good | Very Good | 90 | 91.9 |
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 |
Steel Girder/Beam | linear ft. | 643 | 605 | 30 | 8 | 0 |
Steel Protective Coating | sq. ft. | 3,965 | 3,906 | 0 | 0 | 59 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,168 | 5,143 | 25 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,542 | 4,542 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 0 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 106 | 106 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 66 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 8 | 4 | 0 | 0 |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 322 | 322 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 644 | 0 | 644 | 0 | 0 |