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Nondestructive Testing of
Pavement Structures
Figure 1-4

Figure 1 - Standard
locations of a trailer mounted steady state deflection measurement
system's loading wheel and geophones.
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to July 2004 ]
Figure 2 - Standard location
of an electrohydraulic dynamic force generating system's loading
wheel and geophones.
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to July 2004 ]
Figure 3 - Typical force
output from falling weight deflectometers (time from A to B is
variable, depending on drop height): A = time at which weights are
released; B = time at which weight package makes first contact: C =
peak load reached.
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to July 2004 ]
Figure 4 - Typical location of
loading plate and deflection sensors for impulse deflection
equipment.
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to July 2004 ]
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© 2004 by the American Society for Nondestructive Testing, Inc. All
rights reserved.
Copyright © 2008 by the American Society for Nondestructive Testing, Inc. ASNT is not responsible for the authenticity or accuracy of information herein. Published opinions and statements do not necessarily reflect the opinion of ASNT. Products or services that are advertised or mentioned do not carry the endorsement or recommendation of ASNT.
IRRSP, NDT Handbook, The NDT Technician and www.asnt.org are trademarks of the American Society for Nondestructive Testing, Inc. ACCP, ASNT, Level III Study Guide, Materials Evaluation, Nondestructive Testing Handbook, Research in Nondestructive Evaluation and RNDE are registered trademarks of the American Society for Nondestructive Testing, Inc.
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