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SAWHORSE
The frost depth in a paticular jurisdiction is not the real factor if frost heave will occur.
From ASCE 32-01
The ability of the soils to retain moisture while allowing capillary moisture transport are what should be considered. Silty soils are great for this, coarse sand and gravel with limited fines have a very low susceptibility to frost. Clay soils tend to block the capillary movement so they are slightly higher than coarse sand and gravel when it comes to suspectibilty of frost heave. To be classified as a non-frost-susceptible no more than 6% of the mass of undisturbed soils or fill material must pass through a #200 mesh sieve in accordance with ASTM D422
Washed gravel will meet that standard. Think of all the railroads built on gravel all over the country and no frost heave. Why because it does not support the capillary action required to for ice lens formation and growth.
From ASCE 32-01
The ability of the soils to retain moisture while allowing capillary moisture transport are what should be considered. Silty soils are great for this, coarse sand and gravel with limited fines have a very low susceptibility to frost. Clay soils tend to block the capillary movement so they are slightly higher than coarse sand and gravel when it comes to suspectibilty of frost heave. To be classified as a non-frost-susceptible no more than 6% of the mass of undisturbed soils or fill material must pass through a #200 mesh sieve in accordance with ASTM D422
Washed gravel will meet that standard. Think of all the railroads built on gravel all over the country and no frost heave. Why because it does not support the capillary action required to for ice lens formation and growth.