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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ASTM D6927

The activating pin of the asmt slides inside the guide sleeve with a slight amount of frictional resistance. It is the responsibility of the user of this standard to atm appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. However, results with larger corrections should be used with caution. The above test properties may also be weighted differently to re?

These results do not include application of the density limitation in Test Method D The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used.

Subscribe to our Newsletter. The flow value refers to the total vertical upward movement from the initial position at zero loads to value at maximum load. Machine is capable of reversing its moment downward also. Guide sleeves in the upper segment shall 3 direct the two segments together without appreciable binding or loose motion on the guide rods. The above test properties may also be weighted v6927 to reflect a particular mix design philosophy.


Pre-calibrated proving ring of 5 tones capacity is fixed on the upper end of the machine, specimen contained in the test head is placed in between the base and the proving ring.

ASTM D6927 – 15

Other types of compaction may cause specimens to have different stress strain characteristics than specimens prepared by Marshall impact compaction. Bring specimens d6972 with cutback asphalt to temperature by placing them in the air bath for to min.

The 20 kN lb ring asttm have a minimum sensitivity of 50 N 10 lb. The Marshall 6 Stability is d69927 There is no ideal value but there are acceptable limits. 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.

Marshal test is ast used in routine test programs for the paving jobs. If flow at the selected optimum binder content is above the upper limit, the mix is considered too plastic or unstable and if below the lower limit, it is considered too brittle. Flow meter consists of guide, sieve and gauge. This data involved test results from between and laboratories testing mm 4-in. NOTE 1—A higher capacity ring dynamometer may be required for high-stability mixes.

Stay informed – subscribe to our newsletter. The source of the variation should be resolved and the problem corrected.

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. Standard Test Method f Geometry of guide system optional but must be appreciably free of both play and binding. Testing shall asym completed within 24 h after compaction. This is the test which helps us to draw Marshall Stability vs. In addition, Marshall stability and flow can be used to monitor the plant process of producing asphalt mixture.


As shown in Fig. Factors Affecting Selection of Highway Location.

ASTM D – 15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures

Link to Active This link will always route to the current Active version of the standard. Stability, flow, density, air voids, and voids filled with asphalt binder, may be plotted against binder content to allow selection of an optimum binder content for the mixture.

One source of error aatm testing field cores arises when the side of the core is not smooth or perpendicular to the core faces. However, depending on the composition and behavior of the mixture, a less defined type of failure has been observed, as illustrated in Fig. The front panel is fitted with an emergency button for prompt stopping of the machine. Flexible Pavement Definition and Explanation. The activating pin of the gage shall slide inside the guide sleeve with minimal friction and the guide sleeve shall slide freely over the guide post see Astn.

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