{"id":161116,"date":"2024-10-19T09:40:39","date_gmt":"2024-10-19T09:40:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-itg-4-1-07\/"},"modified":"2024-10-25T01:59:13","modified_gmt":"2024-10-25T01:59:13","slug":"aci-itg-4-1-07","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-itg-4-1-07\/","title":{"rendered":"ACI ITG 4.1 07"},"content":{"rendered":"<p>This specification is a reference specification that the licensed design professional can make applicable to any construction project by citing it in the project specifications. The licensed design professional supplements the provisions of this reference specification as needed by designating or specifying individual project requirements. This specification covers cast-in-place, normalweight, high-strength concrete in structures that must be designed for moderate to high seismic applications. More specifically, this specification applies to structures: &#8211; Located in Seismic Zones 2, 3, or 4 defined by the Uniform Building Code; &#8211; Assigned to Seismic Performance Categories C, D, or E of the BOCA\/ National Building Code (1993 and subsequent editions) or the Standard Building Code (1994 or subsequent editions); or &#8211; Seismic Design Categories C, D, E or F of the International Building Code or the National Fire Protection Association (NFPA) 5000 Building Construction and Safety Code. Irrespective of seismic hazard, seismic performance, or design category, these requirements shall apply to normalweight, high-strength concrete in intermediate or special moment frames and intermediate or special structural walls. Keywords: curing; high-strength concrete; mixture proportioning; placement; quality control; seismic application; temperature; trial batch.<\/p>\n<h4>PDF Catalog<\/h4>\n<table border=\"1px\" class=\"des-table\">\n<tr>\n<th>PDF Pages<\/th>\n<th>PDF Title<\/th>\n<\/tr>\n<tr>\n<td><b>3<b><\/td>\n<td>NOTES TO SPECIFIER <br \/> NOTES TO SPECIFIER <br \/> PREFACE <br \/> PREFACE <br \/> P1 <br \/> P1 <br \/> P2 <br \/> P2 <br \/> P3 <br \/> P3 <br \/> P4 <br \/> P4 <br \/> P5 <br \/> P5  <\/td>\n<\/tr>\n<tr>\n<td><b>4<b><\/td>\n<td>CONTENTS <br \/> CONTENTS <br \/> SECTION 1\u2014 GENERAL REQUIREMENTS  <br \/> SECTION 1\u2014 GENERAL REQUIREMENTS  <br \/> 1.1\u2014 Scope <br \/> 1.1\u2014 Scope <br \/> 1.1.1 General <br \/> 1.1.1 General <br \/> 1.1.2 Supplemental specification <br \/> 1.1.2 Supplemental specification <br \/> 1.1.3 High-strength concrete <br \/> 1.1.3 High-strength concrete <br \/> 1.1.4 Dual units <br \/> 1.1.4 Dual units <br \/> 1.2\u2014Definitions <br \/> 1.2\u2014Definitions  <\/td>\n<\/tr>\n<tr>\n<td><b>5<b><\/td>\n<td>1.3\u2014Referenced standards and cited publications <br \/> 1.3\u2014Referenced standards and cited publications <br \/> 1.3.1 Referenced standards <br \/> 1.3.1 Referenced standards <br \/> 1.3.1.1 ACI standards <br \/> 1.3.1.1 ACI standards <br \/> 1.3.1.2 ASTM standards <br \/> 1.3.1.2 ASTM standards  <\/td>\n<\/tr>\n<tr>\n<td><b>6<b><\/td>\n<td>1.3.2 Cited publications <br \/> 1.3.2 Cited publications <br \/> 1.4\u2014Organizations producing codes and standards <br \/> 1.4\u2014Organizations producing codes and standards <br \/> SECTION 2\u2014 MATERIALS <br \/> SECTION 2\u2014 MATERIALS <br \/> 2.1\u2014 General <br \/> 2.1\u2014 General <br \/> 2.1.1 Description <br \/> 2.1.1 Description <br \/> 2.1.2 Submittals <br \/> 2.1.2 Submittals <br \/> 2.1.2.1 <br \/> 2.1.2.1 <br \/> 2.1.2.2 <br \/> 2.1.2.2 <br \/> 2.2\u2014Products <br \/> 2.2\u2014Products <br \/> 2.2.1 Fine aggregates <br \/> 2.2.1 Fine aggregates <br \/> 2.2.2 Chemical admixtures <br \/> 2.2.2 Chemical admixtures <br \/> 2.3\u2014Execution <br \/> 2.3\u2014Execution <br \/> SECTION 3\u2014 MIXTURE PROPORTIONING AND TRIAL BATCHES <br \/> SECTION 3\u2014 MIXTURE PROPORTIONING AND TRIAL BATCHES <br \/> 3.1\u2014 General <br \/> 3.1\u2014 General <br \/> 3.1.1 Description <br \/> 3.1.1 Description <br \/> 3.1.2 Submittals <br \/> 3.1.2 Submittals <br \/> 3.1.2.2 Trial batch tests <br \/> 3.1.2.2 Trial batch tests <br \/> 3.1.2.3 Field verification tests <br \/> 3.1.2.3 Field verification tests <br \/> 3.1.3 Mixture proportions <br \/> 3.1.3 Mixture proportions  <\/td>\n<\/tr>\n<tr>\n<td><b>7<b><\/td>\n<td>3.1.4 Field verification tests <br \/> 3.1.4 Field verification tests <br \/> 3.2\u2014Products <br \/> 3.2\u2014Products <br \/> 3.3\u2014Execution <br \/> 3.3\u2014Execution <br \/> 3.3.1 <br \/> 3.3.1 <br \/> 3.3.2 <br \/> 3.3.2 <br \/> 3.3.3 <br \/> 3.3.3 <br \/> 3.3.4 <br \/> 3.3.4 <br \/> SECTION 4\u2014  MIXTURE SUBMITTAL REQUIREMENTS  <br \/> SECTION 4\u2014  MIXTURE SUBMITTAL REQUIREMENTS  <br \/> 4.1\u2014 General <br \/> 4.1\u2014 General <br \/> 4.1.1 Description <br \/> 4.1.1 Description <br \/> 4.1.2 Submittals <br \/> 4.1.2 Submittals <br \/> 4.1.3 Approval of mixture proportions <br \/> 4.1.3 Approval of mixture proportions <br \/> 4.2\u2014Products <br \/> 4.2\u2014Products <br \/> 4.3\u2014Execution <br \/> 4.3\u2014Execution <br \/> SECTION 5\u2014 PRECONSTRUCTION MEEETINGS <br \/> SECTION 5\u2014 PRECONSTRUCTION MEEETINGS <br \/> 5.1\u2014 General <br \/> 5.1\u2014 General <br \/> 5.1.1 Description <br \/> 5.1.1 Description <br \/> 5.1.2 Coordination with construction <br \/> 5.1.2 Coordination with construction <br \/> 5.2\u2014Products <br \/> 5.2\u2014Products <br \/> 5.3\u2014Execution <br \/> 5.3\u2014Execution <br \/> SECTION 6\u2014 ORDERING <br \/> SECTION 6\u2014 ORDERING <br \/> 6.1\u2014 General <br \/> 6.1\u2014 General <br \/> 6.2\u2014Products <br \/> 6.2\u2014Products <br \/> 6.3\u2014Execution <br \/> 6.3\u2014Execution <br \/> 6.3.1 <br \/> 6.3.1 <br \/> 6.3.2 <br \/> 6.3.2 <br \/> 6.3.3 <br \/> 6.3.3  <\/td>\n<\/tr>\n<tr>\n<td><b>8<b><\/td>\n<td>SECTION 7\u2014 PRODUCTION AND DELIVERY <br \/> SECTION 7\u2014 PRODUCTION AND DELIVERY <br \/> 7.1\u2014 General <br \/> 7.1\u2014 General <br \/> 7.1.1 Description <br \/> 7.1.1 Description <br \/> 7.1.2 Production and delivery requirements <br \/> 7.1.2 Production and delivery requirements <br \/> 7.2\u2014Products <br \/> 7.2\u2014Products <br \/> 7.3\u2014Execution <br \/> 7.3\u2014Execution <br \/> 7.3.1 Mixing <br \/> 7.3.1 Mixing <br \/> 7.3.2 Washing trucks <br \/> 7.3.2 Washing trucks <br \/> 7.3.3 Automatic measurement of moisture content <br \/> 7.3.3 Automatic measurement of moisture content <br \/> 7.3.4 Measuring moisture content during production <br \/> 7.3.4 Measuring moisture content during production <br \/> 7.3.5 Moisture content records <br \/> 7.3.5 Moisture content records <br \/> 7.3.6 Rinsing trucks <br \/> 7.3.6 Rinsing trucks <br \/> 7.3.7 Batch tickets <br \/> 7.3.7 Batch tickets <br \/> 7.3.8 Delivery tickets <br \/> 7.3.8 Delivery tickets <br \/> 7.3.9 Addition of water <br \/> 7.3.9 Addition of water <br \/> 7.3.10 Mixing time <br \/> 7.3.10 Mixing time <br \/> SECTION 8\u2014 CONCRETE TEMPERATURE CONTROL <br \/> SECTION 8\u2014 CONCRETE TEMPERATURE CONTROL <br \/> 8.1\u2014 General <br \/> 8.1\u2014 General <br \/> 8.2\u2014Products <br \/> 8.2\u2014Products  <\/td>\n<\/tr>\n<tr>\n<td><b>9<b><\/td>\n<td>8.3\u2014Execution <br \/> 8.3\u2014Execution <br \/> 8.3.1 Hot weather concrete placement temperature <br \/> 8.3.1 Hot weather concrete placement temperature <br \/> 8.3.2 Cold weather concreting <br \/> 8.3.2 Cold weather concreting <br \/> 8.3.2.1 <br \/> 8.3.2.1 <br \/> 8.3.2.2 <br \/> 8.3.2.2 <br \/> SECTION 9\u2014 PLACEMENT <br \/> SECTION 9\u2014 PLACEMENT <br \/> 9.1\u2014 General <br \/> 9.1\u2014 General <br \/> 9.1.1 Description <br \/> 9.1.1 Description <br \/> 9.1.2 Submittals <br \/> 9.1.2 Submittals <br \/> 9.2\u2014Products <br \/> 9.2\u2014Products <br \/> 9.3\u2014Execution <br \/> 9.3\u2014Execution <br \/> 9.3.1 Placement upon delivery <br \/> 9.3.1 Placement upon delivery <br \/> 9.3.2 Placing equipment <br \/> 9.3.2 Placing equipment <br \/> 9.3.3 Depositing concrete <br \/> 9.3.3 Depositing concrete <br \/> 9.3.4 Concrete of different strengths <br \/> 9.3.4 Concrete of different strengths <br \/> 9.3.5 Addition of water <br \/> 9.3.5 Addition of water <br \/> 9.3.6 Addition of admixtures <br \/> 9.3.6 Addition of admixtures <br \/> 9.3.7 Consolidation <br \/> 9.3.7 Consolidation <br \/> SECTION 10\u2014 CURING <br \/> SECTION 10\u2014 CURING <br \/> 10.1\u2014General <br \/> 10.1\u2014General <br \/> 10.1.1 Description <br \/> 10.1.1 Description <br \/> 10.1.2 Submittals <br \/> 10.1.2 Submittals <br \/> 10.2\u2014Products <br \/> 10.2\u2014Products <br \/> 10.3\u2014Execution <br \/> 10.3\u2014Execution <br \/> 10.3.1 Commencement of curing <br \/> 10.3.1 Commencement of curing <br \/> 10.3.2 Temperature control <br \/> 10.3.2 Temperature control  <\/td>\n<\/tr>\n<tr>\n<td><b>10<b><\/td>\n<td>10.3.3 Mass concrete <br \/> 10.3.3 Mass concrete <br \/> SECTION 11\u2014 SAMPLING AND TESTING <br \/> SECTION 11\u2014 SAMPLING AND TESTING <br \/> 11.1\u2014 General <br \/> 11.1\u2014 General <br \/> 11.1.1 Description <br \/> 11.1.1 Description <br \/> 11.1.2 Submittals <br \/> 11.1.2 Submittals <br \/> 11.2\u2014Products <br \/> 11.2\u2014Products <br \/> 11.3\u2014Execution <br \/> 11.3\u2014Execution <br \/> 11.3.1 Materials <br \/> 11.3.1 Materials <br \/> 11.3.1.1 Testing standards <br \/> 11.3.1.1 Testing standards <br \/> 11.3.1.2 Sampling frequency <br \/> 11.3.1.2 Sampling frequency <br \/> 11.3.2 Concrete <br \/> 11.3.2 Concrete <br \/> 11.3.2.1 Testing fresh concrete <br \/> 11.3.2.1 Testing fresh concrete <br \/> 11.3.2.2 Strength testing <br \/> 11.3.2.2 Strength testing <br \/> NOTES TO SPECIFIERS  <br \/> NOTES TO SPECIFIERS  <br \/> Foreword to checklists <br \/> Foreword to checklists <br \/> F1 <br \/> F1 <br \/> F2 <br \/> F2 <br \/> F3 <br \/> F3 <br \/> F4 <br \/> F4 <br \/> F5 <br \/> F5 <br \/> F6 <br \/> F6 <br \/> F7 <br \/> F7  <\/td>\n<\/tr>\n<tr>\n<td><b>11<b><\/td>\n<td>MANDATORY REQUIREMENTS CHECKLIST <br \/> MANDATORY REQUIREMENTS CHECKLIST <br \/> OPTIONAL REQUIREMENTS CHECKLIST <br \/> OPTIONAL REQUIREMENTS CHECKLIST  <\/td>\n<\/tr>\n<tr>\n<td><b>12<b><\/td>\n<td>OPTIONAL REQUIREMENTS CHECKLIST (cont.) <br \/> OPTIONAL REQUIREMENTS CHECKLIST (cont.) <br \/> SUBMITTALS CHECKLIST <br \/> SUBMITTALS CHECKLIST  <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>ITG-4.1-07 Specification for High-Strength Concrete in Moderate to High Seismic Applications<\/b><\/p>\n<table class=\"shortdes-table\" style=\"width: 100%\" border=\"0\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td>Published By<\/td>\n<td>Publication Date<\/td>\n<td>Number of Pages<\/td>\n<\/tr>\n<tr>\n<td><a href=\"https:\/\/pdfstandards.shop\/product-category\/publishers\/aci\/\"><b>ACI<\/b><\/a><\/td>\n<td>2007<\/td>\n<td>16<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":161119,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-161116","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\/161116","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\/161119"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=161116"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=161116"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=161116"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}