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CSAH 5 over SPRUCE CREEK
Map
Coordinates:
+46.01988, -95.21116
46°01'12" N, 95°12'40" W
+46.01988, -95.21116
46°01'12" N, 95°12'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CSAH 5 over SPRUCE CREEK |
| Structure number: | 92951 |
| Location: | 0.9 MI E OF JCT CSAH 3 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 11.5 ft. [3.5 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1967 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 733 [as of 2008] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 97.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Good | 7 out of 10 | 733 | 97.9 |
| October 2015 | Good | 7 out of 10 | 733 | 97.9 |
| November 2013 | Good | 7 out of 10 | 733 | 97.9 |
| October 2011 | Good | 7 out of 10 | 733 | 97.9 |
| October 2009 | Good | 7 out of 10 | 733 | 97.9 |
| September 2007 | Good | 7 out of 10 | 710 | 97.9 |
| October 2005 | Good | 7 out of 10 | 710 | 97.9 |
| October 2003 | Good | 7 out of 10 | 710 | 97.9 |
| November 2001 | Good | 7 out of 10 | 560 | 98.0 |
| October 1999 | Good | 7 out of 10 | 560 | 96.8 |
| September 1997 | Good | 7 out of 10 | 445 | 97.5 |
| February 1996 | Good | 7 out of 10 | 445 | 97.5 |
| November 1994 | Good | 7 out of 10 | 360 | 97.6 |
| February 1993 | Good | 7 out of 10 | 360 | 97.6 |
| January 1992 | Good | 7 out of 10 | 360 | 97.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 108 | 108 | 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/1268737
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1268737