ASTM E1520-1999(2004) Standard Test Method for Particle Counts Per Pound of Granular Carriers and Dry-Applied Granular Formulations《粘土基杀虫剂配方和每磅粒状粘土吸收剂颗粒计数的标准试验方法》.pdf
《ASTM E1520-1999(2004) Standard Test Method for Particle Counts Per Pound of Granular Carriers and Dry-Applied Granular Formulations《粘土基杀虫剂配方和每磅粒状粘土吸收剂颗粒计数的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM E1520-1999(2004) Standard Test Method for Particle Counts Per Pound of Granular Carriers and Dry-Applied Granular Formulations《粘土基杀虫剂配方和每磅粒状粘土吸收剂颗粒计数的标准试验方法》.pdf(2页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: E 1520 99 (Reapproved 2004)Standard Test Method forParticle Counts Per Pound of Granular Carriers and Dry-Applied Granular Formulations1This standard is issued under the fixed designation E 1520; the number immediately following the designation indicates the year oforiginal adoption or,
2、 in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method is used to determine the number ofparticles per pound of granu
3、lar carriers and granular pesticideformulations.1.2 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of reg
4、ulatory limitations prior to use. For specificprecautionary statements, see Section 6.2. Referenced Documents2.1 ASTM Standards:2E 11 Specification for Wire Cloth and Sieves for TestingPurposesE 725 Test Method for Sampling Granular Carriers andGranular PesticidesE 726 Test Method for Particle Size
5、Distribution of Granu-lar Carriers and Granular PesticidesE 727 Test Methods for Determining Bulk Density ofGranular Carriers and Granular Pesticides3. Summary of Test Method3.1 A known weight of the granular carrier or granularpesticide formulation is placed on the top sieve of a stacked setof U.S.
6、 standard stainless steel screens. The sieves are shakenfor a specified period of time. The weight percent of thegranules retained on each sieve is determined. The number ofparticles per pound of granular material is then calculated.4. Significance and Use4.1 This test method was designed principall
7、y for claygranular carriers and clay-based granular formulations, butneed not be limited to these materials.4.2 This procedure is applicable to granules in the rangefrom 8 to 60 mesh (2.36 to 0.25 mm).4.3 The sieve sizes used to calculate total particle count willbe called the desired range and shou
8、ld be specified as part ofthe test results.5. Apparatus5.1 Mechanical Sieve Shaker, a Tyler RoTap sieve shaker orequivalent.5.2 Sieves, U.S. standard stainless steel 8-in. diameter sievesconforming to Specification E 11.5.3 Bottom Receiver Pan and Top Sieve Cover.5.4 Interval Timer, adjustable, with
9、 an accuracy of +10 s.5.5 Balance, sensitivity of 0.01 g.6. Safety Precautions6.1 Before testing read the precautionary statements on theproduct label or the Material Safety Data Sheet (MSDS), orboth. Take proper precautions to prevent skin contact andinhalation of the fines or vapors, or both. Take
10、 care to preventcontamination of the surrounding area. Always wear theappropriate safety equipment and, where indicated, wear res-piratory devices approved by (NIOSH) for the product beingtested.7. Procedure7.1 Record tare weights of each sieve and bottom pan to60.01 g.7.2 Order stack of screens by
11、size with the finest sieve nextto the pan.7.3 Use a representative sample of 100 6 5 g obtained inaccordance with Test Method E 725.7.4 Weigh the sample to 60.01 g.7.5 Transfer the whole weighed sample onto the top sieve,cover, and shake for 10 min 6 10 s using the mechanical sieveshaker in accordan
12、ce with Test Method E 726 with the hammerdown.7.6 Remove the sieve assembly from the sieve shaker.Weigh each sieve and bottom pan separately. Calculate andrecord the weight of the retained material to the nearest 0.01 gby subtracting the tare weight from the measured sieve weightfor each sieve and b
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