The Florida Department of Transportation provides the following general criteria for designating mass concrete, per section 1.4.4-C.1. of the FDOT
Structures Design Guidelines (Structures Manual, Volume 1):
"When the minimum dimension of the concrete exceeds 3 feet and the ratio of volume of concrete to the surface area is greater than 1 foot, provide for mass concrete. (The surface area for this ratio includes the summation of all the surface areas of the concrete component being considered, including the full underside (bottom) surface of footings, caps, construction joints, etc.) Note volume and surface area calculations in units of feet."
http://www.fdot.gov/structures/StructuresManual/CurrentRelease/Vol1SDG.pdfOf course, appropriate context must always be considered. The section goes on to list additional criteria and considerations for specific types of elements and high strength concretes. The extreme heat of the Florida environment may also be a consideration in the selection of this particular criteria.
Ultimately, while this may be a reasonable starting point for your reference, if you're uncertain or near the threshold (one way or the other), it may be advisable to consult a concrete specialty engineer local to your project.
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Jeffrey Tuell P.E., F.SEI, M.ASCE
Structural (Bridge) Engineer
GAI Consultants, Inc.
Orlando FL
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Original Message:
Sent: 05-30-2017 18:02
From: Lee Keun
Subject: Mass concrete
Hi all,
Can you recommend a reference to be practiced to define a structural element defined as mass concrete?
Thanks,
Ken
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Lee Keun Ph.D., P.E., M.ASCE
JACOBS
Denver CO
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