CSAH 18 over POTATO LK OUTLET
Map
Coordinates:
+46.97823, -95.0466146°58'42" N, 95°02'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 18 over POTATO LK OUTLET |
Structure number: | 29526 |
Location: | 1.0 MI W OF JCT CSAH 1 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 86.0 ft. [26.2 m] |
Total length: | 87.6 ft. [26.7 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 660 [as of 2008] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
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: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.8 |
Estimated cost of work: | $1,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Excellent | Excellent | Excellent | 660 | 99.8 |
October 2015 | Good | Excellent | Excellent | Excellent | 660 | 99.8 |
October 2013 | Good | Excellent | Excellent | Excellent | 660 | 99.8 |
November 2011 | Good | Excellent | Excellent | Excellent | 660 | 99.8 |
November 2009 | Good | Excellent | Excellent | Excellent | 660 | 99.8 |
November 2008 | Good | Excellent | Excellent | Excellent | 610 | 99.8 |
October 2007 | Good | Excellent | Excellent | Excellent | 610 | 99.8 |
October 2006 | Good | Excellent | Excellent | Excellent | 610 | 99.8 |
January 2006 | - | - | - | - | 621 | 99.8 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 436 | 436 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,445 | 3,445 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,153 | 3,148 | 5 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 125 | 125 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 177 | 177 | 0 | 0 | 0 |