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WEIDMAN ROAD over LEWIS DRAIN
Map
Coordinates:
+43.68364, -84.81372
43°41'01" N, 84°48'49" W
+43.68364, -84.81372
43°41'01" N, 84°48'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WEIDMAN ROAD over LEWIS DRAIN |
| Structure number: | 000000000013880 |
| Location: | 0.2 MI E OF MISSION ROAD |
| 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] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1976 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 198 [as of 2002] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 33.4 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2018 | Poor | 3 out of 10 | 198 | 33.4 |
| October 2017 | Poor | 3 out of 10 | 198 | 33.4 |
| May 2016 | Poor | 4 out of 10 | 198 | 39.8 |
| May 2015 | Poor | 4 out of 10 | 198 | 39.8 |
© 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/1688429
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1688429