CSAH 1 over N BR RAPID RIVER
Map
Coordinates:
+48.53223, -94.6473248°31'56" N, 94°38'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 1 over N BR RAPID RIVER |
Structure number: | 39503 |
Location: | 0.6 MI S OF N JCT CSAH 1 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.3 ft. [12.9 m] |
Total length: | 110.9 ft. [33.8 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1966 |
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: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 85 [as of 2008] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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: | 92.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 85 | 92.7 |
November 2015 | Good | Very Good | Very Good | Very Good | 85 | 92.7 |
October 2013 | Good | Very Good | Very Good | Very Good | 85 | 92.7 |
October 2011 | Good | Very Good | Very Good | Very Good | 85 | 92.7 |
September 2009 | Good | Very Good | Very Good | Very Good | 85 | 92.8 |
October 2007 | Good | Very Good | Very Good | Very Good | 85 | 95.8 |
December 2005 | Good | Very Good | Very Good | Very Good | 85 | 95.8 |
February 2004 | Good | Very Good | Very Good | Very Good | 85 | 95.8 |
December 2001 | Good | Very Good | Very Good | Very Good | 65 | 94.9 |
November 1999 | Good | Very Good | Very Good | Very Good | 65 | 88.6 |
October 1997 | Good | Very Good | Very Good | Very Good | 60 | 85.0 |
December 1995 | Good | Very Good | Very Good | Very Good | 60 | 91.3 |
December 1994 | Good | Very Good | Very Good | Very Good | 110 | 91.3 |
November 1993 | Good | Very Good | Very Good | Very Good | 110 | 91.3 |
November 1992 | Good | Very Good | Very Good | Very Good | 110 | 91.3 |
November 1991 | Good | Excellent | Excellent | Excellent | 110 | 91.3 |
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. | 443 | 443 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,731 | 2,596 | 45 | 45 | 45 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,630 | 3,629 | 1 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,358 | 2,692 | 666 | 0 | 0 |
Substructure |
Steel Column | each | 10 | 10 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 426 | 171 | 42 | 213 | 0 |
Reinforced Concrete Abutment | linear ft. | 96 | 95 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 72 | 72 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 12 | 0 | 0 | 0 |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 222 | 222 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 444 | 0 | 444 | 0 | 0 |