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Industrial Services <br /> Standard ASTM C-150: <br /> Portland cement product standards are set forth in the American Society of Testing and Materials <br /> (ASTM) C-150. This standard or specification has been around in its present form(more or less) <br /> since 1940. Prior to ASTM C-150,the ASTM published earlier specifications for Portland cement <br /> dating back to ASTM's founding in 1889. <br /> ASTM C-150 covers all types of Portland cements with two types of specifications or standards: <br /> one governing chemical composition and the other addressing physical properties. Both standards <br /> must be met in order for the cement manufactured to be considered Portland cement. ASTM C- <br /> 150 also contains 13 test methods for testing the chemical and physical properties of the Portland <br /> cement. These test methods are very specialized, with very few qualified laboratories capable of <br /> performing most or all the tests. Generally speaking, there are only a few laboratories nationally <br /> (other than the quality control laboratories at the manufacturing plants) that have the equipment <br /> and expertise necessary to conduct the tests as specified by ASTM C-150. The Portland cement <br /> made during our test does meet ASTM C-150 specifications. <br /> Recycling Criteria: <br /> One listed criterion for recycling involves whether the product manufactured with the recyclable <br /> material has a market and existing economic value. The market for Portland cement is clearly <br /> established because cement manufacturers operate at or close to full capacity, selling all product <br /> produced. <br /> Acceptable Quantities: <br /> Other criteria address the quantity of use: either the use of excess ARMs or insufficient use of the <br /> ARMs. KIS believes these criteria do not apply because the quantity of use of the ARMs is <br /> dependent on the iron, alumina and silica content. If a Portland cement manufacturer uses too <br /> much of any raw material, including ARMs in their raw mix, they will produce a final product <br /> (Portland cement)that will not meet the chemical specification of ASTM: C-150 and will not be a <br /> commercially viable product. <br /> From a Portland cement quality point of view, there is no such term as using an "insufficient" <br /> amount of ARMs. Again,ARMs are used for their iron, alumina, and silica content. If a Portland <br /> cement manufacturer were to use an"insufficient" amount,they would produce a Portland cement <br /> that would not be marketable because it would not meet ASTM C-150 unless they added <br /> additional materials high in iron, alumina, and silica to bring the raw mix up to company <br /> standards. This, in fact, is now what Portland cement manufacturers do. Because there is simply <br /> not enough ARMs available to manufacture a specification Portland cement using all spent <br /> abrasive as an iron, alumina, and silica replacement, they use it as a supplement to more costly <br /> ores. For Portland cement manufacturers, there is an economic advantage to use as much ARMs <br /> as possible to produce a specification product because the generators often pay the kilns to use it. <br /> 5 0 O a k C t . S u i t e 2 1 0 D a n v i l l e C A 9 4 5 2 6 <br /> P h o n e : 9 2 5 . 8 3 1 . 9 8 0 0 - F a x : 9 2 5 . 8 3 1 . 9 1 8 3 <br /> C:\KIS DOCS\Cement_Kilns\Demonstration_Testing_13'\NC140205-02_Demo_Test_for_Distribution.doc 2 <br />