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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

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