{"id":160683,"date":"2024-10-19T09:39:09","date_gmt":"2024-10-19T09:39:09","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-305rs-10\/"},"modified":"2024-10-25T01:57:48","modified_gmt":"2024-10-25T01:57:48","slug":"aci-305rs-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-305rs-10\/","title":{"rendered":"ACI 305RS 10"},"content":{"rendered":"
Keywords: air entrainment; cooling; curing; evaporation; high temperature; hot weather construction; plastic shrinkage; production methods; retempering; slump tests; water content; accelerating admixtures; antifreeze admixtures; cold weather concreting; concrete temperature; curing; enclosures; form removal; freezing and thawing; heaters; heating aggregates; insulating materials; maturity testing; protection; strength development.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014 INTRODUCTION AND SCOPE 1.1\u2014 Introduction 1.2\u2014Scope CHAPTER 2\u2014 NOTATION AND DEFNITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 2.2\u2014Definitions CHAPTER 3\u2014 POTENTIAL PROBLEMS AND PRACTICES 3.1\u2014 Potential problems in hot weather 3.2\u2014Potential problems related to other factors 3.3\u2014Practices for hot weather concreting CHAPTER 4\u2014 EFFECTS OF HOT WEATHER ON CONCRETE PROPERTIES 4.1\u2014 General <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 4.1.1 Effect on strength 4.1.2 Effect of proper curing 4.1.3 Effect of surface drying 4.1.4 Effect of evaporation <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 4.1.5 Effect of bleeding 4.2\u2014Estimating evaporation rate 4.2.1 Precision of computed evaporation rate 4.2.2 Menzel equation using vapor pressure tables <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 4.2.3 Example of Menzel formula that uses vapor pressure tables 4.2.3.1 Example with SI units <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4.2.3.2 Example with in.-lb units 4.2.4 Equations for saturation vapor pressure 4.3\u2014Temperature of concrete <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.4\u2014Ambient conditions <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.5\u2014Water 4.5.1 Effect on slump 4.5.2 Effect on drying shrinkage 4.5.3 Effect on temperature of concrete <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.6\u2014Cement 4.6.1 Effect of slow-setting cement <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4.7\u2014Supplementary cementitious materials 4.8\u2014Chemical admixtures 4.8.1 Water-reducing and retarding admixtures 4.8.2 Flowing concrete 4.8.3 Extended slump <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4.8.4 Mid-range water reducing admixtures 4.8.5 Extended set-control 4.8.6 Evaulation 4.9\u2014Aggregates 4.10\u2014Proportioning 4.10.1 Trial batches <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.10.1.1 Procedure A 4.10.1.2 Procedure B 4.10.1.3 Alternative to Procedures A or B CHAPTER 5\u2014 PRODUCTION AND DELIVERY 5.1\u2014 General 5.2\u2014Temperature control of concrete 5.2.1 Aggregate cooling 5.2.2 Mixer drum color <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.2.3 Project plan 5.3\u2014Batching and mixing 5.3.1 Slump control <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 5.3.2 Hydration control 5.3.3 Mixer control 5.4\u2014Delivery 5.5\u2014Slump adjustment 5.6\u2014Properties of concrete mixtures 5.7\u2014Retempering CHAPTER 6\u2014 PLACING AND CURING 6.1\u2014 General 6.1.1 <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 6.1.2 6.2\u2014Preparations for placing and curing 6.2.1 Planning hot weather placements 6.2.2 Preparing for ambient conditions 6.2.3 Expediting placement 6.2.4 Placing equipment 6.2.5 Consolidation equipment 6.2.6 Preparations for protecting and curing the concrete <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 6.2.7 Preparing incidental work 6.3\u2014Placement and finishing 6.3.1 General 6.3.2 Placing formed concrete 6.3.3 Placement of flatwork 6.3.4 Plastic shrinkage cracks 6.4\u2014Curing and protection 6.4.1 General <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 6.4.2 Moist curing of flatwork 6.4.3 Membrane curing of flatwork 6.4.4 Concrete in formwork CHAPTER 7\u2014 TESTING AND INSPECTION 7.1\u2014 Testing 7.1.1 Curing test specimens 7.1.2 Additional test specimens <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 7.2\u2014Inspection 7.2.1 7.2.2 CHAPTER 8\u2014 REFERENCES 8.1\u2014 Referenced standards and reports <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 8.2\u2014Cited references <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | APPENDIX A\u2014 ESTIMATING CONCRETE TEMPERATURE A1\u2014 Estimating temperature of freshly mixed concrete A2\u2014Estimating temperature of concrete with ice <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | APPENDIX B\u2014 METHODS FOR COOLING FRESH CONCRETE B.1\u2014Cooling with chilled mixing water B.2\u2014Liquid nitrogen cooling of mixing water B.3\u2014Cooling concrete with ice B.4\u2014Cooling mixed concrete with liquid nitrogen B.4.1 B.4.2 B.5\u2014Cooling of coarse aggregates B.5.1 B.5.2 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 305RS-10 Guide to Hot Weather Concreting\/306RS-10 Guide to Cold Weather Concreting – Spanish Language<\/b><\/p>\n |