MMShler
Civil/Environmental
- Jun 5, 2014
- 3
Does anyone know how to come up with the moisture content for use in calculating the oversize correction for proctor tests?
I think the idea is that larger gravel has less surface and holds less water. Therefore, the overall water content of the soil in the field will be less than the split portion tested in the lab. I'm just not sure how to figure out what that value is specifically. When the soil has up to 30% oversize, this number can make a big difference.
Bonus points to explain why the portion passing a #200 is relevant. I don't get why the standard even bothers saying to record it.
Cheers.
I think the idea is that larger gravel has less surface and holds less water. Therefore, the overall water content of the soil in the field will be less than the split portion tested in the lab. I'm just not sure how to figure out what that value is specifically. When the soil has up to 30% oversize, this number can make a big difference.
Bonus points to explain why the portion passing a #200 is relevant. I don't get why the standard even bothers saying to record it.
Cheers.