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<DIV>
<DIV> Ric</DIV>
<DIV> Are these original caps or one you installed?</DIV>
<DIV> Dale</DIV>
<BLOCKQUOTE
style="PADDING-LEFT: 5px; MARGIN-LEFT: 5px; BORDER-LEFT: blue 2px solid"><FONT
style="BACKGROUND-COLOR: transparent" face=Arial color=#000000 size=2>Hi
folks<BR><BR>Looking for advice as to how to go about correcting a downbearing
<BR>error. There is too much downbearing. The thought is to remove
bridge <BR>pins ... say five unisons at a time.... shave down the bridge top
string <BR>up again. This will necessitate plugging bridge pin holes and
<BR>redrilling as I need to come down probably 2-3 mm in places. <BR><BR>The
high spot of string deflection is the leading edge of the bridge. <BR>My
question is whether its best to leave the back edge at the height it <BR>is
and angle the bridge surface down more towards the leading edge... or
<BR>should I remove equally across the entire surface of the bridge ?... or
<BR>is there another way of going about this.<BR><BR>I cant change anything
about the plate height in this instance. I have <BR>to accomplish this by
altering the bridge. Back lengths are too long to <BR>raise them enough
by half rounds... and that would look wrong here anyways.<BR><BR>Thanks for
any input.<BR><BR><BR>Cheers<BR>RicB</FONT></BLOCKQUOTE></DIV>
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<DIV> </DIV></FONT><BR><BR><BR><DIV><FONT style="color: black; font: normal 10pt ARIAL, SAN-SERIF;"><HR style="MARGIN-TOP: 10px">See what's new at <A title="http://www.aol.com?NCID=AOLCMP00300000001170" href="http://www.aol.com?NCID=AOLCMP00300000001170" target="_blank">AOL.com</A> and <A title="http://www.aol.com/mksplash.adp?NCID=AOLCMP00300000001169" href="http://www.aol.com/mksplash.adp?NCID=AOLCMP00300000001169" target="_blank">Make AOL Your Homepage</A>.</FONT></DIV></BODY></HTML>