{"id":407248,"date":"2024-10-20T05:25:23","date_gmt":"2024-10-20T05:25:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-211-1-2022\/"},"modified":"2024-10-26T09:51:51","modified_gmt":"2024-10-26T09:51:51","slug":"aci-211-1-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-211-1-2022\/","title":{"rendered":"ACI 211.1 2022"},"content":{"rendered":"

This guide to concrete proportioning provides background information on, and a procedure for, selecting and adjusting concrete mixture proportions. It applies to normal-density concrete, both with and without chemical admixtures, supplementary cementitious materials, or both. The procedure uses calculations based on the absolute volumes occupied by the mixture constituents. The procedure incorporates consideration of requirements for aggregate gradation, workability, strength, and durability. Example calculations are provided, including adjustments based on the results of the first trial batch. Appendixes cover laboratory tests and proportioning of high-density concretes. Keywords: absolute volume; admixtures; air content; durability; mixture proportioning; supplementary cementitious materials; trial batching; water-cementitious materials ratio (w\/cm); workability; yield.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nTITLE PAGE <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014INTRODUCTION AND SCOPE
1.1\u2014Historical background
1.2\u2014Introduction <\/td>\n<\/tr>\n
5<\/td>\n1.3\u2014Scope
CHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation <\/td>\n<\/tr>\n
6<\/td>\n2.2\u2014Definitions
CHAPTER 3\u2014CONCRETE PROPERTIES
3.1\u2014Water-cementitious materials ratio (w\/cm)
3.2\u2014Workability
3.3\u2014Consistency
3.4\u2014Strength <\/td>\n<\/tr>\n
7<\/td>\n3.5\u2014Durability
3.6\u2014Density
3.7\u2014Generation of heat
3.8\u2014Permeability
3.9\u2014Shrinkage
3.10\u2014Modulus of elasticity <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 4\u2014BACKGROUND INFORMATION
4.1\u2014Trial batching
4.2\u2014Slump
4.3\u2014Aggregates <\/td>\n<\/tr>\n
9<\/td>\n4.4\u2014Water
4.5\u2014Chemical admixtures
4.6\u2014Air <\/td>\n<\/tr>\n
10<\/td>\n4.7\u2014Water-cementitious materials ratio (w\/cm) <\/td>\n<\/tr>\n
15<\/td>\nCHAPTER 5\u2014PROPORTION SELECTION PROCEDURE <\/td>\n<\/tr>\n
16<\/td>\n5.1\u2014Background
5.2\u2014Selection process
5.3\u2014Estimation of batch weights <\/td>\n<\/tr>\n
19<\/td>\nCHAPTER 6\u2014EFFECTS OF CHEMICAL ADMIXTURES
6.1\u2014Background <\/td>\n<\/tr>\n
20<\/td>\n6.2\u2014Air-entraining admixtures
6.3\u2014Water-reducing admixtures <\/td>\n<\/tr>\n
21<\/td>\nCHAPTER 7\u2014EFFECTS OF SUPPLEMENTARY CEMENTITIOUS MATERIALS
7.1\u2014Background
7.2\u2014Pozzolanic versus cementitious
7.3\u2014Types of supplementary cementitious materials <\/td>\n<\/tr>\n
22<\/td>\n7.4\u2014Mixture proportioning with supplementary cementitious materials <\/td>\n<\/tr>\n
23<\/td>\n7.5\u2014Ternary systems
7.6\u2014Impact of SCMs on sustainability
CHAPTER 8\u2014TRIAL BATCHING
CHAPTER 9\u2014SAMPLE COMPUTATIONS
9.1\u2014Background <\/td>\n<\/tr>\n
24<\/td>\n9.2\u2014Example 1: Mixture proportioning using portland cement only <\/td>\n<\/tr>\n
26<\/td>\n9.3\u2014Example 2: Mixture proportioning of binary mixture containing fly ash <\/td>\n<\/tr>\n
28<\/td>\n9.4\u2014Example 3: Mixture proportioning using cementitious efficiency factor <\/td>\n<\/tr>\n
29<\/td>\n9.5\u2014Example 4: Mixture proportioning using target paste volume <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 10\u2014REFERENCES <\/td>\n<\/tr>\n
31<\/td>\nAuthored documents
APPENDIX A\u2014LABORATORY TESTS
A.1\u2014Need for laboratory testing <\/td>\n<\/tr>\n
32<\/td>\nA.2\u2014Prequalification of materials
A.3\u2014Properties of cementitious materials
A.4\u2014Properties of aggregates <\/td>\n<\/tr>\n
33<\/td>\nA.5\u2014Trial batch series
A.6\u2014Test methods <\/td>\n<\/tr>\n
34<\/td>\nA.7\u2014Mixtures for small jobs <\/td>\n<\/tr>\n
35<\/td>\nAPPENDIX B\u2014HIGH-DENSITY CONCRETE MIXTURE PROPORTIONING
B.1\u2014General
B.2\u2014Aggregate selection
B.3\u2014Adjustment in anticipation of drying
B.4\u2014Adjustment for entrained air
B.5\u2014Handling of high-density aggregates
B.6\u2014Preplaced aggregate <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ACI PRC-211.1-22: Selecting Proportions for Normal-Density and High Density-Concrete – Guide<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2022<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":407253,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-407248","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/407248","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/407253"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=407248"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=407248"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=407248"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}