A wash in a liquid detergent is generally advisable. Reagents and Materials Then, manually advance the specimen upward so that its top surface almost reaches the level of the knife. Lower or higher values for C may be used at the discretion of the operator. Also, if too much time is taken, the rubber specimen will soften and will have to be refrozen. In instances where a bimodal agglomerate distribution exists, two categories may be listed.
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Full Description 1. The effect of naturally occurring sunlight or light from artificial sources is excluded. Please refer to Note 2. When Test Methods D is cited, or otherwise referenced, a notation shall be included to this effect.
Please refer to section 3. These accelerated ozone test methods may not give results which correlate with outdoor exposure tests or service performance.
The values given in parentheses are for information only. Many of the stated SI units are direct conversions from the U. Customary System to accommodate the instrumentation, practices, and procedures that existed prior to the Metric Conversion Act of It may also involve hazardous operations and equipment. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
Test Methods D is also recommended as a source of background information regarding standards involving materials exposed to ozone.
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Full Description 1. The effect of naturally occurring sunlight or light from artificial sources is excluded. Please refer to Note 2. When Test Methods D is cited, or otherwise referenced, a notation shall be included to this effect. Please refer to section 3.
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Intact specimens may be obtained from thin-walled sampling tubes, block samples, or clods. Specimens that are remolded by dynamic or static compaction procedures may also be measured by these methods. These methods apply to soils that will retain their shape during the measurement process and may also apply to other materials such as soil-cement, soil-lime, soil-bentonite or solidified soil-bentonite-cement slurries. It is common for the density unit weight of specimens after removal from sampling tubes and compaction molds to be less than the value based on tube or mold volumes, or of in situ conditions. This is due to the specimen swelling after removal of lateral pressures.
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