ASTM D6927 PDF

Test Procedure of ASTM D – 06 Standard Test: The apparatus for the Marshall Stability test consists of the following: Specimen mould assembly comprising. ASTM DStandard Test Method for Marshall Stability and Flow of Bituminous Mixtures_建筑/土木_工程科技_专业资料。ASTM的沥青混合. Preparation of Marshall Specimens (from bituminous mixes). ASTM D PROCEDURE (continued) e. Specimens conditioned to specified temperature.

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These include mixes with harsh, crushed aggregate and dense gradation, as well as mixes made with very stiff binders. Marshal test is extensively used in routine test programs for the paving jobs. The ring dynamometer assembly may be replaced with a load cell connected to a loaddeformation recorder or computer provided capacity and sensitivity meet above requirements.

Iva Company info Privacy policy The load jack produces a uniform vertical moment of 5 cm per minute.

ASTM D6927 – 15

The machine is supplied complete with load ring, 30 kN cap. For the purpose of mix design, Marshall stability and? There is no ideal value but there are acceptable limits.

Different asphalts were also used. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. This procedure may require two people to conduct the test and record the data, depending on the type of equipment and the arrangement of dial indicators. A superscript epsilon e indicates an editorial change since the last revision or reapproval.

These devices must be designed to measure and record the same relative movement between the top of the guide post and the upper breaking head. However, depending on the composition and behavior of the mixture, a less de?

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Typical Cross Section of Highways Roadways.

ASTM D, Test equipment Controls

The EN covering the Determination of the asstm tensile strength of bituminous mixtures, prescribe a water Other types of compaction may cause specimens to have different stress strain characteristics than specimens prepared by Marshall impact compaction. During cooling they should be placed on a smooth,? Depending on chart speed, Marshall? Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

These results are given in percent so that they apply to various levels of Marshall stability and? The dial gauge of the flow meter should be able to measure accurately the total vertical moment upward. If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below.

Specimens within the thickness tolerance may be corrected based on specimen volume or thickness. Geometry of guide system optional but must be appreciably free of both play and binding.

Soil – CBR loading presses: 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.

CBR tests on soils; Marshall tests on asphalt; uniaxial and unconfined tests on soils and rocks; compression tests on low stregth concrete, cement and groundcement ASTM D standar The coefficients of variation and acceptable range of two results are the average of the four sets of pro? Correction factors correlation ratios are given in Table 1. These alternate devices should be capable of indicating or displaying?

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The dial indicator should be graduated in increments of 0. One source of error in testing field cores arises when the side of the core is not smooth or perpendicular to the core faces. A circular testing head with an inside bevel having dimensions other than speci?

Individual reprints single or multiple copies of this standard may be obtained by contacting ASTM at the above address or at phonefaxor service astm.

The flow value refers to the total vertical upward movement from the initial position at zero loads to value at maximum load. In addition, a mixture design may be required to meet minimum voids in the mineral aggregate based on nominal maximum aggregate size in the mixture.

They also represent dense graded mixtures with limestone and gravel aggregates, using the peak method for determining stability d69927 Last previous edition approved in as D — Bring specimens prepared with asphalt cement, tar, or tar-rubber to the speci? As shown in Fig. Home Products Search results Results for: Ast, the purpose of mix design, Marshall stability and d6972 test results should consist of the average of a minimum of three specimens at each increment of binder content where the binder content varies in one-half percent increments over a range of binder content.

Originally approved in Subscribe to our Newsletter. The Marshall Test can be conducted with two different types of equipment: