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WARNER AVE over MARTIN CREEK
Map
Coordinates:
+43.62752, -85.94038
43°37'39" N, 85°56'25" W
+43.62752, -85.94038
43°37'39" N, 85°56'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WARNER AVE over MARTIN CREEK |
| Structure number: | 000000000007765 |
| Old structure number: | 62309H00040B020 (from 1992 edition) |
| Location: | 4 MI N OF AETNA |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2001 |
| 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: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2001] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 91.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Good | 7 out of 10 | 50 | 91.1 |
| June 2016 | Good | 7 out of 10 | 50 | 91.1 |
| June 2014 | Good | 7 out of 10 | 50 | 91.1 |
| June 2012 | Good | 7 out of 10 | 50 | 91.1 |
| May 2010 | Good | 7 out of 10 | 50 | 99.0 |
| May 2008 | Good | 7 out of 10 | 50 | 96.0 |
| May 2006 | Good | 7 out of 10 | 50 | 96.0 |
| May 2004 | Good | 8 out of 10 | 50 | 96.0 |
| May 2002 | - | N out of 10 | 50 | 95.0 |
| April 2000 | Poor | N out of 10 | 50 | 24.3 |
| November 1998 | Poor | N out of 10 | 50 | 24.3 |
| October 1996 | Poor | N out of 10 | 50 | 24.3 |
| October 1994 | Poor | N out of 10 | 50 | 25.3 |
| July 1992 | Poor | N out of 10 | 50 | 25.3 |
| February 1990 | Poor | N out of 10 | 50 | 25.3 |
© 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/1254385
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1254385