{"id":449476,"date":"2024-10-20T09:03:00","date_gmt":"2024-10-20T09:03:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-228-4-2023\/"},"modified":"2024-10-26T16:55:14","modified_gmt":"2024-10-26T16:55:14","slug":"aci-228-4-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-228-4-2023\/","title":{"rendered":"ACI 228.4 2023"},"content":{"rendered":"
This guide provides guidance on planning, performing, and documenting visual condition surveys of concrete structures. Chapter 1 defines the objective and scope of this guide and Chapter 2 covers terminology. Chapter 3 includes the process and tools one would use to plan and conduct a condition survey. Chapter 4 provides an image library and associated descriptions of the visual features that may be encountered when conducting the survey. Chapters 5 through Chapter 7 discuss the likely causes of the various features one might see when performing a visual condition survey. Keywords: condition survey; construction defects; cracking; deterioration; durability-related distress; surface features; survey documentation; visual survey.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction 1.2\u2014Objective and scope CHAPTER 2\u2014DEFINITIONS 2.1\u2014Definitions CHAPTER 3\u2014VISUAL CONDITION SURVEY\u00a0PROCESS <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 3.1\u2014Planning and preparation 3.2\u2014Conducting the visual condition survey <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 3.3\u2014Supplemental tools 3.4\u2014Documenting and reporting <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 3.5\u2014Limitations to visual surveys CHAPTER 4\u2014DESCRIPTION AND VISUAL LIBRARY OF FEATURES 4.1\u2014Crack <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 4.2\u2014Geometric features 4.3\u2014Loss of material <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.4\u2014Accretion 4.5\u2014Staining <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.6\u2014Placement features <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | CHAPTER 5\u2014CONSTRUCTION-RELATED DEFECTS <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.1\u2014Defects due to improper mixture proportioning and mixing 5.2\u2014Defects due to improper placement and consolidation <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.3\u2014Defects due to improper finishing <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.4\u2014Defects due to delayed or insufficient curing <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | CHAPTER 6\u2014DESIGN AND SERVICE-RELATED DISTRESS CONDITIONS 6.1\u2014Distress conditions due to external loading <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 6.2\u2014Distress conditions due to internal moisture <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 6.3\u2014Distress due to temperature gradients CHAPTER 7\u2014DURABILITY-RELATED DISTRESSES 7.1\u2014Aggregate reactions <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 7.2\u2014Chemical attack <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 7.3\u2014Corrosion of reinforcing steel <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 7.4\u2014Erosion 7.5\u2014Freezing-and-thawing damage <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 7.6\u2014Physical salt attack 7.7\u2014Chemical sulfate attack <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | CHAPTER 8\u2014REFERENCES <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI PRC-228.4-23: Visual Condition Survey of Concrete – Guide<\/b><\/p>\n |