Full Issue - Pile Driving Contractors Association
Full Issue - Pile Driving Contractors Association
Full Issue - Pile Driving Contractors Association
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PILEDRIVER<br />
Q3 2012 | Vol.9, No.3<br />
Published for:<br />
1857 Wells Road, Suite 6<br />
Orange Park, FL 32073<br />
president's message<br />
Promoting <strong>Pile</strong> <strong>Driving</strong><br />
From Every Angle<br />
By Dave Chapman, President, <strong>Pile</strong> <strong>Driving</strong> <strong>Contractors</strong> <strong>Association</strong><br />
P.O. Box 66208<br />
Orange Park, Florida 32065<br />
Phone: 904-215-4771<br />
Toll-free phone: 888-311-PDCA (7322)<br />
Fax: 904-215-2977<br />
Web: www.piledrivers.org<br />
E-mail: info@piledrivers.org<br />
Published by:<br />
www.lesterpublications.com<br />
140 Broadway, 46 th Floor<br />
New York, NY 10005<br />
Toll-free phone: 866-953-2189<br />
Toll-free fax: 877-565-8557<br />
President Jeff Lester<br />
Vice President & Publisher Sean Davis<br />
Managing Editor Kristy Rydz<br />
Design & Layout John Lyttle<br />
Myles O’Reilly<br />
Account Executives Quinn Bogusky<br />
Jill Harris<br />
Kathy Kelley<br />
Louise Peterson<br />
© 2012 <strong>Pile</strong> <strong>Driving</strong> <strong>Contractors</strong> <strong>Association</strong>. All rights<br />
reserved. The contents of this publication may not be<br />
reproduced by any means, in whole or in part, without the<br />
prior written consent of the PDCA.<br />
<strong>Pile</strong>Driver magazine is published quarterly.<br />
Visit the PDCA website at www.piledrivers.org for more information<br />
or to download an advertising media kit.<br />
Individual articles can be provided upon request to the<br />
PDCA office. Requests should be submitted to the PDCA<br />
via e-mail at info@piledrivers.org or by calling<br />
888-311-PDCA (7322).<br />
Please contact us by mail at:<br />
P.O. Box 66208, Orange Park, FL 32065<br />
Phone: 904-215-4771 | Fax: 904-215-2977<br />
or by e-mail at info@piledrivers.org<br />
Statements of fact and opinion are the responsibility of<br />
the authors alone and do not imply an opinion on the part<br />
of the officers or members of the <strong>Pile</strong> <strong>Driving</strong> <strong>Contractors</strong><br />
<strong>Association</strong>. Materials may not be reproduced or translated<br />
without written permission. Direct requests for reprint<br />
permission should be made to the executive director of<br />
the <strong>Pile</strong> <strong>Driving</strong> <strong>Contractors</strong> <strong>Association</strong>.<br />
Unless otherwise credited, stock photography is from<br />
www.photos.com.<br />
Printed in Canada.<br />
Please recycle where facilities exist.<br />
I<br />
hope everyone who attended the PDCA<br />
Annual Conference in Albuquerque,<br />
N.M. this past April enjoyed the threeday<br />
event. Congratulations to Steve, Lori<br />
and Laurel as well as the Market Development<br />
and Education Committees for a job<br />
well done. If you could not make the conference<br />
this year, I hope to see you at this<br />
year’s Design and Installation of Cost-Efficient<br />
<strong>Pile</strong>s (DICEP) Conference in Seattle,<br />
Wash. Don’t forget the Market Development<br />
Committee has selected Orlando, Fla.<br />
as next year’s conference site and I hope to<br />
see all of our PDCA members there.<br />
I would like to take this opportunity to<br />
tell you about some of the things PDCA is<br />
doing to promote the pile driving industry.<br />
Let’s begin with the International<br />
Building Code (IBC). The code is currently<br />
up for renewal, which means the<br />
International Code Council will receive<br />
proposals to amend any and all sections<br />
of the IBC. Under the current code, steel<br />
piles can be designed to an allowable bearing<br />
capacity of 0.33 times the yield strength<br />
of the steel. If one does a geotechnical<br />
investigation and performs a load test, that<br />
value can rise to 0.5 times the yield stress.<br />
A proposed change would have eliminated<br />
the increase to 0.5 of the yield stress. This<br />
would have given piles a serious disadvantage<br />
against other foundation systems and<br />
probably reduced market share for pile drivers.<br />
PDCA worked with other industry<br />
groups to develop language opposing the<br />
change. Dale Biggers, vice president of Boh<br />
Bros. in Louisiana and chair of the PDCA<br />
Technical Committee, flew to Dallas, Texas<br />
to debate the change. We are very happy to<br />
say that Dale was successful in fending off<br />
the proposed amendment.<br />
The art and science of pile driving is<br />
constantly evolving. Currently this evolution<br />
is taking place in the design arena. The<br />
American <strong>Association</strong> of State Highway<br />
and Traffic Officials (AASHTO) Bridge<br />
Design Manual has moved from the traditional<br />
Allowable Stress Design Method to<br />
the new Load and Resistance Factor Design<br />
Method. Many designers who work for<br />
state departments of transportation designing<br />
foundations have questions and are<br />
looking for guidance on this issue. PDCA<br />
has partnered with Jerry DiMaggio, retired<br />
chief geotechnical engineer for the Federal<br />
Highway Administration, to put on a series<br />
of one-day seminars around the country<br />
to help engineers better understand this<br />
approach. The first seminar will be held in<br />
Baltimore, Md. on Aug. 24. PDCA hopes<br />
that if engineers feel comfortable with the<br />
new specification, they will be able to design<br />
more economical deep foundations using<br />
driven piles.<br />
In addition to the recent changes in the<br />
design code, there have been many innovations<br />
in field testing of piles to confirm<br />
capacity. The PDCA Education Committee<br />
has put together a one-day<br />
seminar that will bring in<br />
If we don’t begin to fix it now,<br />
our children will inherit a<br />
broken transportation system<br />
that will leave them at a serious<br />
economic disadvantage and it<br />
will be too costly to repair.<br />
2 | QUARTER 3 2012<br />
Photo by Ariene / Photos.com<br />
Continued on page 6