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RE: 1923 Vintage CA Concrete Building

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For the strength of reinforcing bars back to 1911, download Engineering Data Report No. 48 from CRSI.  I can’t help you on this mix design, however.


Bob Garner, S.E.


From: Eknrinc(--nospam--at) [mailto:Eknrinc(--nospam--at)]
Sent: Friday, March 11, 2005 12:22 PM
To: seaint(--nospam--at)
Subject: 1923 Vintage CA Concrete Building


I am evaluating a 1923 California reinforced concrete building.


Plans call for 1-2-4 concrete mix, and deformed bars.


Anyone have information regarding design strengths used back then?



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