Standard specification for exterior gyp sum soffit board, astm c 931 c 931m. Us5695811a methods and compositions for bonding a cement. Merger is a simple to use sdk that can merge, append, form fill, text extract, encrypt, and add new content to existing pdf documents. Astm c289 standard test method for potential alkali. Requirements the contractor shall use the type, group, class, and grade of coarse aggregate specified. Gloves should be checked periodically for pin holes. Where it is advisable to install unrestrained ceilings, having perimeters. Per departmental policy mat, it is the policy of the department of transportation to publish and maintain a manual that provides test procedures for quality control, quality assurance, and acceptance testing of aggregates, hot mix asphalt, portland cement concrete, and. Variances in aggregate may result in different strengths. C289 test method for potential alkalisilica reactivity. Astm c 07 standard test method for potential alkali. Analysis of the pertinent literature indicated that, for a wide variety of alloys, there remains a lack of information on specific materials properties.
Code and standards requirements for acceptance testing. Astm c 227, astm c 289, astm c 295, astm c 342, astm c 586, astm c 1260, astm c 1293 ephraim senbetta, phd grading of aggregate grading is the particlesize distribution of an aggregate as determined by a sieve analysis using wire mesh sieves with square openings. Shall comply with standard specification for gypsum board, astm c 96 c 96m. Astm c289 01 standard test method for potential alkali.
Astm international, formerly known as the american society for testing and materials astm, is a globally recognized leader in the development and delivery of. Agg acid s chloride bs 812 part 1171988 determination of acidsoluble chloride salts in aggregate agg acid s sulphate bs 812 part 1181988 determination of acid soluble sulphate content in aggregate. For annual book of astm standards volume information, refer to the standards document summary page on the astm website. An integral bond is created between the overlay and the substrate by maximizing capillary suction through properly preparing the substrate and designing the overlay. The aggregate must be nonreactive reference astm c 1260, c 227 and c 289, clean, well graded, saturated surface dry ssd, have low absorption and high density, and comply with astm c 33 size number 8 per table 2. Novel methods and compositions are disclosed for bonding a hydrating cementbased overlay onto a cementbased substrate. Merge, filter and switch are part of the grammar collection by abbott miller. For comparison, the properties of selected noble metals and intermetallics were also collected and compiled and are listed in a separate table in appendix c. Lath is then properly lapped at sides and ends and tied every 6 to the 34 channel.
Astmc289 standard test method for potential alkali. Org scope of testing samples obtained in accordance with astm c172 point of delivery from transportation unit or mixer other sampling methods should be defined fresh concrete tests slump or slump flow tolerances in astm c94. Used to reprofile substrates or subfloor surfaces from feather edge to a maximum 112 38 mm in thickness. It is based on the nbri accelerated test method 14. Htsd data is appended at set point not to exceed bp of nnonane user determined. Astm c, the author suggests methods of accelerating tests. Astm c309 19 standard specification for liquid membrane. Standard specification for waterresistant gypsum backing board, astm c 630 c 630m. Sometimes aggregate assessment is based on specific tests which may not be appropriate to the materials in question. Astm c, containers with wall thickness not less than 0.
Top free standards astm aam standard specification for steel,carbon 0. Astm c 07 standard test method for potential alkali silica reactivity of aggregates chemical method download as pdf file. Evaluation of alkali silica reactivity asr mortar bar testing astm c1260 and c1567 at 14 days and 28 days alkali silica reaction asr is a chemical reaction between certain reactive minerals in some aggregate and alkalies in the pore solution of concrete farny and kerkhoff 2007. Astm c 289 potential alcalisilice reactivity of aggregates. Repair minor defects, holes, cracks and prefill static i. C 289 test method for potential alkalisilica reactivity of aggregates chemical method3 c 294 descriptive nomenclature for constituents of concrete aggregates3. The aggregate must be nonreactive reference astm c 1260, c 227 and c 289, clean, well graded, saturated surface dry, have low absorption and high density, and. C109c109m test method for compressive strength of hydraulic cement mortars using 2in. The integral bond has an interface strength at least substantially similar to the substrate strength. Applic ation note 205wa1214j astm d3710 d2887 d5307. Dm hsst i a di merge of astm d716p9 5i 45 a dant g adcci or to astm d7900 besides the boiling point distribution report figure 4, a quality control report is available as well figure 5. Fusionner pdf combinez des fichiers pdf gratuitement en ligne.
Astm c289 07 standard test method for potential alkali. Astm c227 10 standard test method for potential alkali. Astm c295c295m 12 standard guide for petrographic examination of aggregates for concrete. Potential alkali reactivity astm c 289 determination of potential alkali reactivity ch. Astm has also produced a standard mortar bar test method, astm c astm,and a standard chemical method, astm c astm, b, for the assessment of aar. Astm c1260 14 standard test method for potential alkali. Astm c 1260 measures the expansion of a mortar bar containing aggregates from a specific source. This report shows the conformity with reference samples, and is therefore very. This test method covers chemical determination of the potential reactivity of an aggregate with alkalies in portlandcement concrete as indicated by the amount of reaction during 24 h at 80 c between 1 n sodium hydroxide solution and aggregate that has been crushed and sieved to pass a 300. Whitepigmented membraneforming compounds serve the additional purpose of reducing the temperature rise in concrete exposed to radiation from the sun.