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Frequently Asked Questions

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<P><FONT face=Verdana,Tahoma,Arial,Helvetica,Sans-serif,sans-serif size=-1>Welcome to the Frequently Asked Questions (FAQ page). Below, we have tried to answer the most common questions visitors to our Web site may have. If you find that your question is not answered on this page, please <A href="mailto:info@ndtechnology.co.uk">email your question</A>&nbsp;or call us on 023 8046 5992.</FONT></P>
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<P><FONT face=Verdana><A class=RE href="http://www.ndtechnology.co.uk/documents/TheNeedForSpecs.PDF">Why should I use a Specification when Pile Integrity Evaluations are required ?</A>&nbsp;</FONT><FONT face=Verdana>(109kB)</FONT></P>
<P><A href="hhttp://www.ndtechnology.co.uk/documents/PIEwpr.PDF"><FONT face=Verdana>What is NDT&#8217;s Work Procedure for carrying out the tests ?</FONT></A><FONT face=Verdana> (15.9Kb)</FONT></P>
<P><A href="http://www.ndtechnology.co.uk/documents/CappedPiles.PDF"><FONT face=Verdana>Some piles have been built on before testing. Can they be tested with caps in place ?</FONT></A><FONT face=Verdana> (7.5kB)</FONT></P>
<P><A href="http://www.ndtechnology.co.uk/documents/retwalgen.PDF"><FONT face=Verdana>Our site has a piled retaining wall. Will the tests work on these piles ?</FONT></A><FONT face=Verdana> (7.9kB)</FONT></P>
<P><A href="http://www.ndtechnology.co.uk/documents/TestPenGen.PDF"><FONT face=Verdana>Why don&#8217;t integrity tests always penetrate throughout the entire pile length ?</FONT></A><FONT face=Verdana><FONT color=#3300cc> </FONT>(7.5kB)</FONT></P>
<P><A href="http://www.ndtechnology.co.uk/documents/cracknote.PDF"><FONT face=Verdana>Is there any general information of the nature of cracks within concrete piles ?</FONT></A><FONT face=Verdana> (10.6kB)</FONT></P>
<P><A href="http://www.ndtechnology.co.uk/documents/pileprep.PDF"><FONT face=Verdana>What pile head preparation is required before the tests can be carried out ?</FONT></A><FONT face=Verdana> (8.8kB)</FONT></P>
<P><A href="http://www.ndtechnology.co.uk/documents/Castleve.PDF"><FONT face=Verdana>Why should piles be evaluated from cast level, before any excavation or trimming ?</FONT></A><FONT face=Verdana> (8.8kB)</FONT></P>

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