ASTM D1557 Soil Compaction Flashcards

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Questions and Answers

The apparatus includes: A stiff metal straightedge of any convenient length but not less than _____ in.

10 in

When using this test method for soils containing hydrated halloysite, or in which past experience indicates that results will be altered by air-drying, use the _____ preparation method.

moist

The data sheet(s)/form(s) shall contain: Compaction curve plot showing compaction points used to establish compaction curve, ____ 100 % saturation curve, value or point of maximum dry unit weight and optimum water content.

AND

What apparatus should be standardized before initial use or after repairs?

<p>Balance, molds, rammer (mechanical or manual)</p> Signup and view all the answers

In operating the manual rammer, hold the guide sleeve steady and within _____ of vertical.

<p>5°</p> Signup and view all the answers

For Dry Preparation Method: Do not use mechanical splitting to obtain subspecimens.

<p>False (B)</p> Signup and view all the answers

In the equation $\rho_m = K x (M_t - M_{md}) / v$, what does $M_t$ represent?

<p>mass of moist soil in mold and mold</p> Signup and view all the answers

The extension collar assembly shall have a height extending above the top of the mold of at least _____ in.

<p>2 in</p> Signup and view all the answers

For Linear Measurement Method: Measure the inside diameter of the mold ____ times at the top of the mold and ____ times at the bottom of the mold.

<p>6</p> Signup and view all the answers

What additional items are included for determining the volume of a compaction mold?

<p>Depth Micrometer, Inside Micrometer, Vernier or Dial Caliper</p> Signup and view all the answers

The minimum test specimen (test fraction) mass for Method C is about ____ kg of dry soil.

<p>29 kg</p> Signup and view all the answers

For Moist Preparation Method: Select molding water contents for the rest of the subspecimens to provide at least ____ subspecimens wet and ____ subspecimens dry of optimum.

<p>2</p> Signup and view all the answers

For Comparison of Results and Standardized Volume of Mold: The difference between the two methods should not exceed ____ % of the nominal volume of the mold.

<p>0.5</p> Signup and view all the answers

What equation determines the test (finer) fraction percentage?

<p>PF = 100 - PC</p> Signup and view all the answers

The rammer shall fall freely through a distance of ____ ± 0.05 in from the surface of the specimen.

<p>18 in</p> Signup and view all the answers

The minimum test specimen (test fraction) mass for methods A and B is about __ kg of dry soil.

<p>16 kg</p> Signup and view all the answers

The shape of the compaction curve on the ___ side of optimum may be relatively flat or up and down when testing some soils.

<p>dry</p> Signup and view all the answers

For each point on the compaction curve, calculate, record, and plot dry unit weight to the nearest __.

<p>0.1 lbf/ft3</p> Signup and view all the answers

How do you determine the test (finer) fraction percentage?

<p>PF = 100 - PC</p> Signup and view all the answers

What is maximum dry unit weight?

<p>The maximum value defined by the compaction curve for a compaction test using either standard or modified effort.</p> Signup and view all the answers

What is optimum water content?

<p>The water content at which the soil can be compacted to the maximum dry unit weight using modified (or standard) compactive effort.</p> Signup and view all the answers

For each point on the compaction curve, calculate, record, and plot dry unit weight to the nearest 0.1 lbf/ft3 (0.02 kN/m3) and molding water content to the nearest ___%.

<p>0.1%</p> Signup and view all the answers

From the compaction curve, determine the compaction results: optimum water content, to nearest ___% and maximum dry unit weight, to the nearest ___ lbf/ft3 (0.02 kN/m3).

<p>0.1%, 0.1 lbf</p> Signup and view all the answers

The equation $K x (M_t - M_{md}) / V$ is used to calculate?

<p>Moist Density</p> Signup and view all the answers

Specific gravity should be determined to the nearest __ value.

<p>0.01</p> Signup and view all the answers

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Study Notes

Apparatus and Preparation

  • Apparatus includes a stiff metal straightedge of at least 10 inches in length.
  • For soils with hydrated halloysite or affected by air-drying, the moist preparation method is recommended.
  • The extension collar assembly must extend at least 2 inches above the mold.

Data and Measurements

  • Data sheets must include a compaction curve, maximum dry unit weight, and optimum water content.
  • For the Linear Measurement Method, measure the inside diameter of the mold six times at both the top and bottom.
  • For each compaction curve point, record dry unit weight to the nearest 0.1 lbf/ft³ and molding water content to the nearest 0.1%.

Standardization and Testing

  • Standardization of balance, molds, and rammer (mechanical or manual) is necessary before initial use and at intervals not exceeding 1000 test specimens or annually.
  • The minimum test specimen mass for Method C is approximately 29 kg of dry soil, while for Methods A and B, it is about 16 kg.

Compaction and Density Calculations

  • The rammer should fall freely from a height of 18 inches ± 0.05 inches to the specimen surface.
  • Moist density is calculated using the equation ρm = K x (Mt - Mmd) / V, where Mt is the mass of moist soil in mold and mold.
  • Specific gravity determination should be to the nearest 0.01.

Compaction Curve Insights

  • The shape of the compaction curve on the dry side of optimum may vary from flat to fluctuating for well-draining soils.
  • The optimum water content represents the water level for maximum dry unit weight in compaction testing.
  • Maximum dry unit weight is the highest density obtainable as determined by the compaction curve.

Summary of Compaction Parameters

  • For results comparison, the difference in methods should not exceed 0.5% of the nominal volume of the mold.
  • The test fraction percentage is calculated with the equation PF = 100 - PC.
  • At least two subspecimens should be prepared, wet and dry of optimum, varying by approximately 2%.

Results Analysis

  • From the compaction curve, determine optimum water content and maximum dry unit weight with precision of 0.1% and 0.1 lbf/ft³ respectively.

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