{"id":160859,"date":"2024-10-19T09:39:46","date_gmt":"2024-10-19T09:39:46","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-363-2r-11\/"},"modified":"2024-10-25T01:58:26","modified_gmt":"2024-10-25T01:58:26","slug":"aci-363-2r-11","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-363-2r-11\/","title":{"rendered":"ACI 363.2R 11"},"content":{"rendered":"

High-strength concrete (HSC) has emerged as a viable material to use as an alternative to conventional normal-strength concrete in infrastructure systems to reduce member cross section, extend member span length, reduce the number of system members, or enhance system sustainability. This guide offers general information on the quality control and testing of HSC. Recommendations are based on the current state of knowledge gained from worldwide experimental research, analytical work, and field applications of HSC systems used in concrete structures. Keywords: acceptance criteria; compressive strength; concrete placement; creep; curing; delivery; modulus of elasticity; sampling; shrinkage; statistical concepts; strength evaluation; testing; trial batching; quality assurance; quality control.<\/p>\n

PDF Catalog<\/h4>\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>\nCONTENTS
CONTENTS <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014 INTRODUCTION AND SCOPE
CHAPTER 1\u2014 INTRODUCTION AND SCOPE
1.1\u2014 Introduction
1.1\u2014 Introduction
1.2\u2014Scope
1.2\u2014Scope
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
2.1\u2014Notation
2.1\u2014Notation
2.2\u2014Definitions
2.2\u2014Definitions <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 3\u2014 PLANNING
CHAPTER 3\u2014 PLANNING
3.1\u2014 Introduction
3.1\u2014 Introduction
3.2\u2014Preconstruction meeting
3.2\u2014Preconstruction meeting
3.3\u2014Trial batches
3.3\u2014Trial batches
3.4\u2014Prequalification of concrete suppliers and preconstruction testing
3.4\u2014Prequalification of concrete suppliers and preconstruction testing
3.4.1 Trial batches
3.4.1 Trial batches <\/td>\n<\/tr>\n
7<\/td>\n3.4.2 In-place strength
3.4.2 In-place strength
3.4.3 Air entrainment
3.4.3 Air entrainment <\/td>\n<\/tr>\n
8<\/td>\n3.4.4 Temperature considerations
3.4.4 Temperature considerations
CHAPTER 4\u2014 QUALITY ASSURANCE AND QUALITY CONTROL
CHAPTER 4\u2014 QUALITY ASSURANCE AND QUALITY CONTROL
4.1\u2014 Introduction
4.1\u2014 Introduction
4.2\u2014Concrete plant
4.2\u2014Concrete plant <\/td>\n<\/tr>\n
9<\/td>\n4.3\u2014Delivery
4.3\u2014Delivery
4.4\u2014Placing
4.4\u2014Placing <\/td>\n<\/tr>\n
10<\/td>\n4.5\u2014Curing
4.5\u2014Curing
CHAPTER 5\u2014 TESTING
CHAPTER 5\u2014 TESTING
5.1\u2014 Introduction
5.1\u2014 Introduction
5.2\u2014Background
5.2\u2014Background <\/td>\n<\/tr>\n
11<\/td>\n5.3\u2014Sampling
5.3\u2014Sampling
5.4\u2014Frequency of testing
5.4\u2014Frequency of testing <\/td>\n<\/tr>\n
12<\/td>\n5.5\u2014Compressive strength specimens
5.5\u2014Compressive strength specimens
5.5.1 Specimen size and shape
5.5.1 Specimen size and shape
5.5.2 Mold type
5.5.2 Mold type
5.5.3 Consolidation of test specimens
5.5.3 Consolidation of test specimens
5.5.4 Field handling and initial curing
5.5.4 Field handling and initial curing <\/td>\n<\/tr>\n
13<\/td>\n5.5.5 Transporting to laboratory
5.5.5 Transporting to laboratory
5.5.6 Laboratory curing
5.5.6 Laboratory curing
5.5.7 Specimen preparation
5.5.7 Specimen preparation <\/td>\n<\/tr>\n
14<\/td>\n5.5.8 Testing apparatus
5.5.8 Testing apparatus <\/td>\n<\/tr>\n
16<\/td>\n5.6\u2014Modulus of elasticity
5.6\u2014Modulus of elasticity
5.6.1 Dynamic modulus of elasticity
5.6.1 Dynamic modulus of elasticity
5.7\u2014Shrinkage and creep
5.7\u2014Shrinkage and creep
5.7.1 Shrinkage
5.7.1 Shrinkage <\/td>\n<\/tr>\n
17<\/td>\n5.7.2 Creep
5.7.2 Creep
5.8\u2014Prequalification of testing laboratories
5.8\u2014Prequalification of testing laboratories <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 6\u2014 EVALUATION OF COMPRESSIVE STRENGTH TEST RESULTS
CHAPTER 6\u2014 EVALUATION OF COMPRESSIVE STRENGTH TEST RESULTS
6.1\u2014 Statistical concepts
6.1\u2014 Statistical concepts
6.2\u2014Strength evaluation
6.2\u2014Strength evaluation <\/td>\n<\/tr>\n
19<\/td>\nCHAPTER 7\u2014 REFERENCES
CHAPTER 7\u2014 REFERENCES
7.1\u2014 Referenced standards and reports
7.1\u2014 Referenced standards and reports <\/td>\n<\/tr>\n
20<\/td>\n7.2\u2014Cited references
7.2\u2014Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

363.2R-11 Guide to Quality Control and Assurance of High-Strength Concrete<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2011<\/td>\n23<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160866,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160859","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\/160859","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\/160866"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160859"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160859"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160859"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}