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CSAH 18 over POTATO LK OUTLET
Map
Coordinates:
+46.97823, -95.04661
46°58'42" N, 95°02'48" W
+46.97823, -95.04661
46°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1261537
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1261537