Preparation of Bituminous Specimens Using Marshall Apparatus. ASTM D – Download as PDF File .pdf), Text File .txt) or read online. Designation: D – 10Standard Practice for Preparation of Bituminous.

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For mixes prepared with cutback asphalt, introduce the mixing blade in the mixing bowl and determine the total weight of the mix components plus bowl and blade before proceeding with mixing. NOTE 1—Uncompacted mixtures are used for determination of theoretical maximum specific gravity. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. Charge the mixing container with the heated aggregate and dry mix thoroughly approximately 5 s with scoop or spoon.

Significance and Use 3. In this original Marshall procedure, no mechanical device of any kind shall be used to restrict the handle of the hammer in the vertical position during compaction.

ASTM D – 04 Standard Practice for Preparation of Bituminous Specimens Using Marshall Apparatus

This standard is not included in any packages. Uncompacted mixtures are astk for determination of theoretical maximum specific gravity. As the voice of the U.

Density and voids analysis are also conducted on specimens for mixture design and evaluation of field compaction. Mix the aggregate and bituminous material rapidly until thoroughly coated for approxi- 5. This standard is subject to revision d696 any time by the responsible technical committee and must be reviewed every five years and if not revised, either reapproved or withdrawn.


A number in parentheses indicates the year of last reapproval.

ASTM D6926

The quality of the results produced by this practice are dependent on the competence of the personnel r6926 the procedure and the capability, calibration, and maintenance of the equipment used.

The user should contact the manufacturer to establish appropriate mixing and compaction temperature ranges. Any cut aggregate can be removed.

Proceed to Checkout Continue Shopping. For Marshall stability, and flow determination according to Practice D, use only those replicate specimens which have bulk specific gravities within These notes and footnotes excluding those in tables and figures shall not be considered aatm requirements of the standard.

ASTM D – 10 Standard Practice for Preparation of Bituminous Specimens Using Marshall Apparatus

Armored-glass or dial-type thermometers with metal stems are recommended. D69926 mix to ensure uniformity and quarter into appropriate sample size to conform to specimen height requirements. You can download and open this file to your own computer but DRM prevents opening this file on another computer, including a networked server. Originally approved in Historical Version s – view previous versions of standard.

Dial thermometer may exhibit inaccuracies due to frequently use or mishandling. Heating should only be long enough to achieve desired compaction temperature. Asym following types of hammer arrangements are included in this ast The compaction temperature for a cutback asphalt mixture is selected using a compositional chart of viscosity versus percent solvent for that cutback asphalt.


ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. We have no amendments or corrections for this standard. The following types of hammer arrangements are included in this practice: This standard is also available to be included in Standards Subscriptions. Please help us to share our service with your friends.

Best comparative results will be obtained by compacting all specimens with the same hammer and with no other hammers operating. Already Subscribed to this document.

ASTM D6926-10

A fan can be used to facilitate cooling. The following types of hammer arrangements are included in this practice: Agencies that meet the criteria of Specification D are generally considered capable of competent and objective testing, sampling, inspection, etc.

At this point, the mixture temperature shall be within the limits of the mixing temperature established in 5.