It is a relatively old article (1996); however, I particularly like the 
approach.  The idea of surveying prevailing practice in "real" metric countries 
is a good one.  The general table layout is a good guide to deciding a metric 
practice:
*Look at the current Customary practice
*Do an initial soft conversion
*Survey practices in metric countries.
*Decide on a hard conversion
 
If I look at the specific recommendations, I would only quibble with one area, 
the admixture dosages.  Since these are the resolutions of the dose, not the 
dose itself, I would avoid 25 mL/100 kg (second and third lines), as it adds an 
apparent digit of resolution.  Just require multiples of 20 mL/100 kg, or 50 
mL/100 kg for the last one.  Secondly, I would avoid the pesky 100 kg, which 
always seems to cause problems and give dose steps per metric ton, thus 
resolutions of 0.1 L/t, 0.2 L/t, and 0.5 L/t (they could be in milliliters if 
anyone has a strong preference.  Engineers who actually specify concrete are 
purchasing many tons at a time.  The rest of us buy what the guy says he mixes.

--- On Fri, 3/4/11, Pat Naughtin <[email protected]> wrote:


From: Pat Naughtin <[email protected]>
Subject: [USMA:49970] Concrete metrication
To: "U.S. Metric Association" <[email protected]>
Cc: "UKMA Metric Association" <[email protected]>
Date: Friday, March 4, 2011, 12:05 AM


Dear All,


This might be useful to the engineers amongst us.


http://www.concreteconstruction.net/Images/Practical%20Metrication%20in%20the%20Concrete%20Industry_tcm45-343159.pdf 


Cheers,













Pat Naughtin LCAMS
Author of the ebook, Metrication Leaders Guide, see 
http://metricationmatters.com/MetricationLeadersGuideInfo.html
Hear Pat speak at: http://www.youtube.com/watch?v=_lshRAPvPZY 
PO Box 305 Belmont 3216,
Geelong, Australia
Phone: 61 3 5241 2008


Metric system consultant, writer, and speaker, Pat Naughtin, has helped 
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