OSBORN AVENUE over CEDAR CREEK
Map
Coordinates:
+43.76990, -85.9497143°46'12" N, 85°56'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OSBORN AVENUE over CEDAR CREEK |
Structure number: | 000000000013565 |
Location: | 2 MI N OF 13 MILE RD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 8.2 ft. [2.5 m] |
Total length: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2010] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2018 | Fair | 5 out of 10 | 50 | 86.0 |
June 2016 | Fair | 5 out of 10 | 50 | 86.0 |
June 2014 | Fair | 5 out of 10 | 50 | 86.0 |
June 2012 | Fair | 6 out of 10 | 50 | 97.0 |