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GENESEE ROAD over TRIB TO ST JOSEPH RIVER
Map
Coordinates:
+41.99995, -84.71735
41°59'60" N, 84°43'02" W
+41.99995, -84.71735
41°59'60" N, 84°43'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GENESEE ROAD over TRIB TO ST JOSEPH RIVER |
| Structure number: | 000000000003336 |
| Old structure number: | 30319H00004B010 (from 1992 edition) |
| Location: | 0.4 MILE W OF RAINEY RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1987 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 51 [as of 2014] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | 93.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Good | 7 out of 10 | 51 | 93.3 |
| November 2016 | Good | 7 out of 10 | 51 | 100.0 |
| November 2014 | Good | 7 out of 10 | 51 | 100.0 |
| November 2012 | Good | 7 out of 10 | 63 | 100.0 |
| November 2010 | Good | 7 out of 10 | 63 | 97.0 |
| November 2008 | Good | 7 out of 10 | 63 | 97.0 |
| November 2006 | Good | 7 out of 10 | 63 | 97.0 |
| January 2005 | Good | 7 out of 10 | 82 | 100.0 |
| November 2002 | - | N out of 10 | 82 | 100.0 |
| November 2000 | Good | 7 out of 10 | 75 | 97.0 |
| November 1998 | Good | 7 out of 10 | 75 | 97.0 |
| November 1996 | Good | 7 out of 10 | 70 | 97.0 |
| November 1994 | Good | 8 out of 10 | 70 | 83.6 |
| November 1992 | Good | 8 out of 10 | 70 | 83.6 |
| November 1990 | Good | 8 out of 10 | 70 | 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/1250332
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1250332