Shopping Cart

No products in the cart.

ACI 228.4 2023

$29.25

ACI PRC-228.4-23: Visual Condition Survey of Concrete – Guide

Published By Publication Date Number of Pages
ACI 2023
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

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.

PDF Catalog

PDF Pages PDF Title
4 CHAPTER 1—INTRODUCTION AND SCOPE
1.1—Introduction
1.2—Objective and scope
CHAPTER 2—DEFINITIONS
2.1—Definitions
CHAPTER 3—VISUAL CONDITION SURVEY PROCESS
5 3.1—Planning and preparation
3.2—Conducting the visual condition survey
6 3.3—Supplemental tools
3.4—Documenting and reporting
7 3.5—Limitations to visual surveys
CHAPTER 4—DESCRIPTION AND VISUAL LIBRARY OF FEATURES
4.1—Crack
9 4.2—Geometric features
4.3—Loss of material
11 4.4—Accretion
4.5—Staining
12 4.6—Placement features
13 CHAPTER 5—CONSTRUCTION-RELATED DEFECTS
14 5.1—Defects due to improper mixture proportioning and mixing
5.2—Defects due to improper placement and consolidation
16 5.3—Defects due to improper finishing
17 5.4—Defects due to delayed or insufficient curing
18 CHAPTER 6—DESIGN AND SERVICE-RELATED DISTRESS CONDITIONS
6.1—Distress conditions due to external loading
19 6.2—Distress conditions due to internal moisture
20 6.3—Distress due to temperature gradients
CHAPTER 7—DURABILITY-RELATED DISTRESSES
7.1—Aggregate reactions
22 7.2—Chemical attack
23 7.3—Corrosion of reinforcing steel
24 7.4—Erosion
7.5—Freezing-and-thawing damage
25 7.6—Physical salt attack
7.7—Chemical sulfate attack
26 CHAPTER 8—REFERENCES
27 Authored documents
ACI 228.4 2023
$29.25