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TIN SHANTY ROAD over BLACK RIVER
Map
Coordinates:
+45.12679, -84.40766
45°07'36" N, 84°24'28" W
+45.12679, -84.40766
45°07'36" N, 84°24'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TIN SHANTY ROAD over BLACK RIVER |
| Structure number: | 000000000013909 |
| Location: | 2 MI S OF STURGEON VALLEY |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 27.6 ft. [8.4 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1999 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 2013] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 89.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2018 | Good | 7 out of 10 | 150 | 89.7 |
| August 2016 | Good | 7 out of 10 | 150 | 89.7 |
| August 2014 | Good | 7 out of 10 | 150 | 80.4 |
© 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/1688440
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1688440