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JOHN GOFF ROAD over MILL CREEK BRANCH
Map
Coordinates:
+42.17395, -86.24247
42°10'26" N, 86°14'33" W
+42.17395, -86.24247
42°10'26" N, 86°14'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | JOHN GOFF ROAD over MILL CREEK BRANCH |
| Structure number: | 000000000001035 |
| Old structure number: | 11321H00008B010 (from 1992 edition) |
| Location: | 2 MI SW OF WATERVLIET |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 6.9 ft. [2.1 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 47.9 ft. [14.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1983 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 59 [as of 2007] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 61.4 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| July 2018 | Fair | 6 out of 10 | 59 | 61.4 |
| December 2017 | Fair | 5 out of 10 | 59 | 51.2 |
| December 2016 | Fair | 5 out of 10 | 59 | 51.2 |
| December 2014 | Fair | 5 out of 10 | 59 | 51.2 |
| December 2012 | Fair | 5 out of 10 | 59 | 51.2 |
| November 2010 | Fair | 5 out of 10 | 59 | 51.2 |
| November 2008 | Fair | 5 out of 10 | 59 | 51.2 |
| November 2006 | Fair | 5 out of 10 | 55 | 51.2 |
| September 2004 | Fair | 5 out of 10 | 55 | 51.2 |
| September 2002 | - | N out of 10 | 45 | 61.6 |
| July 2000 | Fair | 5 out of 10 | 45 | 51.4 |
| July 1998 | Fair | 5 out of 10 | 45 | 53.1 |
| June 1996 | Good | 7 out of 10 | 25 | 85.0 |
| March 1994 | Good | 7 out of 10 | 25 | 84.7 |
| October 1992 | Good | 7 out of 10 | 25 | 84.7 |
| October 1990 | Good | 7 out of 10 | 25 | 83.6 |
© 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/1248221
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1248221