The paper deals with the interpretation of potential mapping of bridge decks in various conditions. Potential mapping results on concrete, asphalt and in presence of standard impermeable layers and those obtained from the soffit are presented, also in correlation with the destructive inspection surveys. Interpretation of the results is proposed and discussed.

Subject
Waterproof membranes, Anode potential, Cathodic potential, Asphalt, Rebar, Wetting, Potential measurements, Electric potential, Bridges, Corrosion potential, Concrete, Reinforcement, Electrode potential
© 1994 Association for Materials Protection and Performance (AMPP). All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means (electronic, mechanical, photocopying, recording, or otherwise) without the prior written permission of AMPP. Positions and opinions advanced in this work are those of the author(s) and not necessarily those of AMPP. Responsibility for the content of the work lies solely with the author(s).
1994
Association for Materials Protection and Performance (AMPP)
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