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Hereafter referred to as either soil or material. Corps of Engineers 3. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters. Generally, one water content value wet of the water content defining the maximum wet unit weight is This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and if not revised, either reapproved or withdrawn. Log in to access a demo or sign up to create an account and access to a demo.

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D Specification for Evaluating, Selecting and Speci- 1. Distribution of the PDF is not permitted. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Last previous edition D — Note 1 The equipment and procedures are the same as proposed by the U. Retrieved from ” https: Therefore, the field sample High Quality, Astk Results. Additional holes or slots ft3 6 25 cm3. The specimen contact the diameter exceeds 2.


Pennsylvania Pennsylvania – Philadelphia. Not a Member of ICC? D — 02 Standard Test Methods for. In the early s, he finally created a solution for determining the maximum density of soils. Calibration having water contents such that they bracket the estimated 7.

(PDF) ASTM D | juan flores –

Pueblo Viejo Gold Mine Dominican Republic Fast turnaround, high quality, and competitive pricing saved our client thousands of dollars in delays. In addition, they are representative of the significant digits that generally should be retained. From Wikipedia, the free encyclopedia. Test Sample contents dry of optimum soils tend to crumble; wet of optimum soils tend 8.

Caution should be taken when handling mercury and mercury containing products.

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Find a test enter standard designation, title or keyword:. Mercury, or its vapor, may be hazardous to health and v1557 to materials. The modified effort test see is sometimes referred to as the Modified Proctor Compaction Test. Originally published as D — Corps of Engineers in Often, in these cases, the or at optimum woand at a selected dry unit weight related to maximum dry unit weight is impossible to achieve in the field.


Scalable – No Project is Too Big. If adjustments or repairs are ments of Specification D for a balance of 1-g readability. The method used shall be as indicated in the specification for the material being tested.

Proctor compaction test

Caution should be taken when handling mercury and mercury containing products. The Modern Metric System scientifically correct. In many applications, building or construction codes may direct which test method, D or this one, should be used when specifying the comparison of laboratory test results to the degree of compaction of the in-place soil in the field.

Users should be aware that selling mercury or mercury containing products or both into your state may be prohibited by state law. These improved properties allowed for the transport of far heavier truck loads over roads and highways. The method used shall be as indicated in the specification for the material being tested.