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EASTON ROAD over ORSER CREEK
Map
Coordinates:
+43.11472, -84.06070
43°06'53" N, 84°03'39" W
+43.11472, -84.06070
43°06'53" N, 84°03'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | EASTON ROAD over ORSER CREEK |
| Structure number: | 000000000009803 |
| Old structure number: | 76200052000B010 (from 1992 edition) |
| Location: | 4 MI WEST OF NEW LOTHROP |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 11.8 ft. [3.6 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Skew angle: | 25° |
| Owner: | County Highway Agency [02] |
| Year built: | 1968 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 412 [as of 2011] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 81.4 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2018 | Good | 7 out of 10 | 412 | 81.4 |
| April 2016 | Good | 7 out of 10 | 412 | 81.4 |
| April 2014 | Good | 7 out of 10 | 295 | 96.9 |
| April 2012 | Good | 7 out of 10 | 295 | 96.9 |
| March 2010 | Good | 7 out of 10 | 295 | 96.9 |
| March 2008 | Good | 7 out of 10 | 295 | 96.9 |
| March 2006 | Fair | 6 out of 10 | 295 | 96.9 |
| March 2004 | Fair | 6 out of 10 | 295 | 96.9 |
| March 2002 | - | N out of 10 | 295 | 96.9 |
| April 2000 | Good | 7 out of 10 | 295 | 96.9 |
| April 1998 | Good | 7 out of 10 | 295 | 96.9 |
| April 1996 | Good | 7 out of 10 | 295 | 96.9 |
| September 1994 | Good | 7 out of 10 | 295 | 96.9 |
| July 1992 | Good | 7 out of 10 | 295 | 96.9 |
| August 1990 | Good | 7 out of 10 | 255 | 96.9 |
© 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/1256128
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1256128