M-36 over MARSH DRAIN
Map
Coordinates:
+42.46636, -83.8580042°27'59" N, 83°51'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-36 over MARSH DRAIN |
Structure number: | 000000000013525 |
Old structure number: | 47147041000C040 (from 1992 edition) |
Location: | 1 MI E OF PETTYSVILLE RD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 8.9 ft. [2.7 m] |
Total length: | 21.0 ft. [6.4 m] |
Roadway width between curbs: | 48.9 ft. [14.9 m] |
Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
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: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,312 [as of 2007] |
Truck traffic: | 2% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 94.5 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
September 2017 | Fair | 6 out of 10 | 5312 | 94.5 |
September 2015 | Fair | 6 out of 10 | 5312 | 94.5 |
September 2013 | Fair | 6 out of 10 | 5312 | 94.5 |
September 2011 | Fair | 6 out of 10 | 5312 | 94.5 |
September 2009 | Fair | 6 out of 10 | 5312 | 94.5 |