ASTM D4223-99(2006) - 1.5.2006
 
Significance and Use

This practice is intended for the preparation of standard specimens of soil-asphalt mixtures suitable for tests of Test Methods D 1559, D 1560, D 1561, D 4123, and other tests using specimens of the above dimensions. This practice is limited to only fine-grained soils as defined in 6.1.

Note 1—The quality of the results produced by this practice is dependent on the competence of the personnel performing it and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D 3740 are generally considered capable of competent and objective testing, sampling, inspection, and so forth. Users of this practice are cautioned that compliance with Practice D 3740 does not in itself ensure reliable results. Reliable results depend on many factors; Practice D 3740 provides a means of evaluating some of those factors.

 
1. Scope

1.1 This practice covers the selection and proportioning of soils and emulsified or cutback asphalts and the fabrication of 4-in. (102-mm) diameter by 2.5-in. (54-mm) high test specimens.

1.2 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.

1.3 The values stated in inch-pound units are to be regarded as standard, except as noted as follows. The values given in parentheses are mathematical conversions to SI units, and are provided for information only and are not considered standard.

1.3.1 The gravitational system of inch-pound units is used when dealing with inch-pound units. In this system, the pound (lbf) represents a unit of force (weight), while the unit for mass is slugs.

1.3.2 The slug unit of mass is almost never used in commercial practice (density, scales, balances, and so forth). Therefore, the standard unit for mass in this practice is either kilogram (kg) or gram (g), or both. Also, the equivalent inch-pound unit (slug) is not given.

1.3.3 It is common practice in the engineering/construction profession in the United States to concurrently use pound to represent both a unit of mass (lbm) and of force (lbf). This use combines two separate system of units, the absolute system and the gravitational system. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. As stated in , this practice uses the gravitational system and does not present the slug unit for mass. However, the use of scales or balances recording pounds of mass (lbm) or the recording of density in lbm/ft3 shall not be regarded as nonconformance with this practice.

1.4 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project's many unique aspects. The word "Standard" in the title of this document means only that the document has been approved through the ASTM consensus process.This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

 
2. Referenced Documents

D4318-26

Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils

D6026-21

Standard Practice for Using Significant Digits and Data Records in Geotechnical Data

C117-23

Standard Test Method for Materials Finer than 75-?m (No. 200) Sieve in Mineral Aggregates by Washing

C136-06

Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

D8-26

Standard Terminology Relating to Materials for Roads and Pavements

D75-03

Standard Practice for Sampling Aggregates

D653-26a

Standard Terminology Relating to Soil, Rock, and Contained Fluids (Includes all amendments and changes 6/15/2026).

D977-20(2026)e1

Standard Specification for Emulsified Asphalt (Includes all amendments and changes 2/19/2026).

D1074-17

Standard Test Method for Compressive Strength of Asphalt Mixtures (Withdrawn 2026)

D1188-07

Standard Test Method for Bulk Specific Gravity and Density of Compacted Bituminous Mixtures Using Coated Samples

D1559-89

Test Method for Resistance of Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (Withdrawn 1998)

D1560-15

Standard Test Methods for Resistance to Deformation and Cohesion of Asphalt Mixtures by Means of Hveem Apparatus (Withdrawn 2024)

D1561-92(2000)

Standard Practice for Preparation of Bituminous Mixture Test Specimens by Means of California Kneading Compactor

D2026-97

Standard Specification for Cutback Asphalt (Slow-Curing Type)

D2027-97

Standard Specification for Cutback Asphalt (Medium-Curing Type)

D2028-97

Standard Specification for Cutback Asphalt (Rapid-Curing Type)

D2216-19

Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass

D2397-12

Standard Specification for Cationic Emulsified Asphalt

D2419-22

Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate

D2726-11

Standard Test Method for Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures

D3740-26

Standard Practice for Minimum Requirements for Agencies Engaged in Testing of Soil and Rock as Used in Engineering Design and Construction

D4123-82(1995)

Standard Test Method for Indirect Tension Test for Resilient Modulus of Bituminous Mixtures (Withdrawn 2003)