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accordance acid aggregate allowed American Society amount apparatus applied approximately asphalt Association average base bituminous block Board bottom brick broken carbon cement cent clean coal coarse coat color complete concrete conform consist construction contain cool course cover determined diameter distillation engineer feet felt FIGURE filter finished flask given grade gravel gypsum heat inches joints least length less lime matter means measured metal method mineral minutes mixed mixture mortar necessary obtained opening Passing pavement percentage pieces placed plaster pounds prepared reinforcement removed requirements retained roll roofing sample sand screen seconds separate serial designation shown side sieve slag slate Society for Testing solution specifications specimen square standard stone strength sufficient suitable surface taken temperature Testing Materials thermometer thickness tile tion tube United volume wash weight width
Σελίδα 270 - The cement shall be stored in such a manner as to permit easy access for proper inspection and identification of each shipment, and in a suitable weather-tight building which will protect the cement from dampness.
Σελίδα 281 - Packages varying more than 5 per cent from the specified weight may be rejected; and if the average weight of packages in any shipment, as shown by weighing 50 packages taken at random, is less than that specified, the entire shipment may be rejected.
Σελίδα 334 - The purchaser may make the tests to govern the acceptance or rejection of the material in his own laboratory or elsewhere. Such tests, however, shall be made at the expense of the purchaser.
Σελίδα 118 - The consistency of a bituminous material expressed as the distance that a standard needle vertically penetrates a sample of the material under known conditions of loading, time and temperature. Where the conditions of test are not specifically mentioned, the load, time and temperature are understood to be 100 g., 5 seconds, and 25° C. (77° F.), respectively, and the units of penetration to indicate hundredths of a centimeter.
Σελίδα 290 - Concrete shall be handled from the mixer to the place of final deposit as rapidly as practicable by methods which shall prevent the separation or loss of the ingredients. It shall be deposited in the forms as nearly as practicable in its final position to avoid rehandling.
Σελίδα 299 - Standard Specifications and Tests for Portland Cement of the American Society for Testing Materials.
Σελίδα 337 - NH3, or until there is but a faint odor of it, and the precipitate iron and aluminum hydrates, after settling, are washed once by decantation and slightly on the filter. Setting aside the filtrate, the precipitate, is dissolved in hot dilute HC1, the solution passing into the beaker in which the precipitation was made. The aluminum and...
Σελίδα 273 - The consistency of standard mortar shall depend on the amount of water required to produce a paste of normal consistency from the same sample of cement. Having determined the normal consistency of the sample, the consistency of standard mortar made from the same sample shall be as indicated in Table I, the values being in percentage of the combined dry weights of the cement and standard sand. TABLE I— PERCENTAGE OF WATER FOR STANDARD MORTARS XII. DETERMINATION OF SOUNDNESS* 42.
Σελίδα 269 - The cement for capping should be mixed to a stiff paste some time before it is to be used in order to avoid the tendency of the cap to shrink. Adhesion of the concrete to the top and bottom plates can be avoided by oiling the plates or by inserting a sheet of paraffined tissue paper.