CSAH 15 over Fish Hook River
Map
Coordinates:
+46.90721, -95.0511246°54'26" N, 95°03'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 15 over Fish Hook River |
Structure number: | 29521 |
Location: | .3 mi E of jct TH 71 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 56.8 ft. [17.3 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 55.4 ft. [16.9 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 2001 |
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: | Low slump Concrete [4] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,750 [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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 2750 | 97.7 |
November 2016 | Good | Excellent | Excellent | Very Good | 3300 | 97.7 |
October 2014 | Good | Excellent | Excellent | Very Good | 3300 | 97.7 |
October 2012 | Good | Excellent | Excellent | Very Good | 3300 | 97.7 |
November 2010 | Good | Excellent | Excellent | Very Good | 3300 | 97.7 |
November 2008 | Good | Excellent | Excellent | Excellent | 3300 | 97.7 |
October 2006 | Good | Excellent | Excellent | Excellent | 245 | 100.0 |
September 2004 | Good | Excellent | Excellent | Excellent | 340 | 100.0 |
November 2003 | Good | Excellent | Excellent | Excellent | 409 | 100.0 |
November 2002 | Good | Excellent | Excellent | Excellent | 409 | 100.0 |
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. | 1,017 | 1,017 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,861 | 9,861 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,905 | 3,635 | 270 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 168 | 168 | 0 | 0 | 0 |
Steel Pile | each | 22 | 22 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,310 | 2,310 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 121 | 121 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Fixed Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 351 | 351 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,160 | 1,160 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 351 | 351 | 0 | 0 | 0 |