Notes/Preview

The contents of this course include four recorded presentations from the ACI 2016 Fall Convention:

• Cracks in Repair (364.9T-03(11)) by Pawan Gupta, Walter P Moore Inc.

• Importance of Modulus of Elasticity in Surface Repairs (364.5T-10) by Benoit Bissonnette, Laval University

• Evaluation and Minimizing of Bruising (Microcracking) in Concrete Repair (364.7T-02(11)) by Michael Sprinkel, Virginia Center of Transportation Innovation and Research

• Rehabilitation of Structure with Reinforcement Section Loss

(364.10T-14) by Noran Abdel Wahab, Walter P Moore Inc.

INSTRUCTIONS: Study the materials included in this module. Then, complete and pass the corresponding 10-question quiz with a score of 80% or higher to receive a certificate for 0.1 CEU (equivalent to 1.0 PDH). This online course is not approved for credit with the Florida Construction Industry Licensing Board (CILB).

Continuing Education Credit: 0.1 CEU (1 PDH)

Approved AIA and ICC

Access Period: 30 days

Description

The Tech Notes produced by ACI Committee 364, Rehabilitation, cover important aspects of a concrete rehabilitation program, ranging from the initial stages of evaluation, to careful removal of damaged concrete, to preparation of surfaces for repairs, to strengthening members and to performing repairs. The Tech Notes are a compilation of best industry practices to ensure safe, adequate strength repairs and rehabilitation, and to prolong serviceable life of previously deteriorated structures.

Document Details

Author: Gupta, Bissonnette, Sprinkel, Wahab

ISBN:

Categories: Corrosion, Cracking, Environmental, Repair

Formats: Online Learning

Table of Contents

Learning Objectives

1. Identify reasons for cracks in concrete repair overlays and patches used to repair deteriorated concrete slabs-on-ground and pavements.

2. Describe characteristics of properties of durable concrete patch repair material with respect to properties of repaired concrete substrates, including modulus of elasticity.

3. Explain methods to demolish and remove partial depth damaged concrete from substrate while minimizing bruising or microfractures in otherwise sound substrate

4. Describe environmental conditions that promote corrosion process of reinforcing steel and describe steps that engineers need to perform to restore corrosion damaged concrete to serviceability

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the ACI Collection. For a listing of and access to all product errata, visit the Errata page.

Return/Exchange Policy

Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.

Electronic /Downloaded Products & Online Learning Courses: These items are not eligible for return.

Subscriptions These items are not eligible for return.

Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).