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ADAMS ROAD over WHITE CREEK I/C DRAIN
Map
Coordinates:
+43.44398, -83.06838
43°26'38" N, 83°04'06" W
+43.44398, -83.06838
43°26'38" N, 83°04'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ADAMS ROAD over WHITE CREEK I/C DRAIN |
| Structure number: | 000000000009630 |
| Old structure number: | 74314H00006B010 (from 1992 edition) |
| Location: | SEC 21-28 LAMOTTE TWP |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 20.3 ft. [6.2 m] |
| Total length: | 20.3 ft. [6.2 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
| Skew angle: | 12° |
| Owner: | County Highway Agency [02] |
| Year built: | 1980 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 135 [as of 2010] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 81.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2018 | Good | 7 out of 10 | 135 | 81.9 |
| May 2016 | Good | 7 out of 10 | 135 | 47.1 |
| May 2014 | Good | 7 out of 10 | 135 | 47.1 |
| May 2012 | Good | 7 out of 10 | 135 | 48.9 |
| May 2010 | Good | 7 out of 10 | 135 | 68.1 |
| June 2008 | Good | 7 out of 10 | 90 | 87.1 |
| May 2006 | Good | 7 out of 10 | 90 | 87.1 |
| June 2004 | Good | 8 out of 10 | 90 | 87.1 |
| June 2002 | - | N out of 10 | 90 | 86.1 |
| June 2000 | Good | 8 out of 10 | 90 | 86.1 |
| September 1998 | Good | 8 out of 10 | 90 | 87.1 |
| October 1996 | Good | 8 out of 10 | 90 | 97.0 |
| July 1994 | Good | 8 out of 10 | 90 | 97.0 |
| January 1992 | Good | 8 out of 10 | 90 | 94.0 |
| February 1990 | Good | 8 out of 10 | 90 | 93.0 |
© 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/1255987
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1255987