ASTM C567 PDF

More C Unless otherwise specified, determine equilibrium density by calculation using the procedures in 9. Decrease in density of a specific lightweight concrete is due to moisture loss that, in turn, is a function of aggregate moisture content, ambient conditions, and the ratio of the surface area to the volume of the concrete member. For most structural lightweight concretes, equilibrium density is approached at about 90 days.

Author:Mazuran Tojajora
Country:Bahrain
Language:English (Spanish)
Genre:Literature
Published (Last):15 November 2005
Pages:314
PDF File Size:3.39 Mb
ePub File Size:4.49 Mb
ISBN:398-3-21901-562-5
Downloads:31587
Price:Free* [*Free Regsitration Required]
Uploader:Ferisar



Grom Some values have only SI units because the inch-pound equivalents are not used in practice. Are you sure you want to empty the cart? For most structural lightweight concretes, equilibrium density is approached at about 90 days.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Some values have only SI units because the inch-pound equivalents are not used in practice. It is the responsibility of c user of this standard to establish appropriate safety and health practices and cc the applicability of regulatory limitations prior to use. The measured or calculated equilibrium density of structural lightweight concrete determines whether specified density requirements have been met.

Land Use and Development. Enter your account email address to request a password reset: Nails, Spikes, and Staples. Unless otherwise specified, determine equilibrium density by calculation using the procedures in 9. Historical Version s — view previous versions of standard. Unless otherwise specified, determine equilibrium density by satm using the procedures in 9.

Historical Version s — view previous versions of standard Work Item s — proposed revisions of this standard Translated Version s: Note 1The fresh density of lightweight aggregate concrete is a function of mixture proportions, air content, water demand, and the specific density and moisture content of the lightweight aggregate. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Work 5c67 s — proposed revisions of this standard. Combining asrm from the two systems may result in non-conformance with the standard. Note 1 — The fresh density of lightweight aggregate concrete is a function of mixture proportions, air content, water demand, and the specific density and moisture content of the lightweight aggregate. Print 1 2 3 4 5 page sstarting from page current page. There were no books found for the applied search filters.

If you like to setup a quick demo, let us know at support madcad. Today, some 12, ASTM standards are used around the world to improve product quality, enhance safety, facilitate market asmt and trade, and build consumer confidence. Decrease in density of a specific lightweight concrete is due to moisture loss that, in turn, is a function of aggregate moisture content, ambient conditions, and the ratio of ast surface area to the volume of the concrete member.

Asttm and Use The measured or calculated equilibrium density of structural lightweight concrete determines whether specified density requirements have been met. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. For most high-strength lightweight concretes, equilibrium density is approached at about days. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of satm other.

Remember me for one month. Enter your personal account email address to request a password reset: Copyright Compu-tecture, Inc. Please login to your authorized staff account to use this feature. Decrease in density of astj specific lightweight concrete is due to moisture loss that, in turn, is a function of aggregate moisture content, ambient conditions, and the ratio of the surface area to the volume of the concrete member.

Related Posts

GABBIANO CECHOV PDF

ASTM C567/C567M:14

.

MAKOTO SHICHIDA PDF

Popular Publishers

.

Related Articles