There are numerous "lightweight" concretes available, with three distinct separations: <br>1. Lightweight structural concrete - just a lighter weight version of conventional portland cement concrete, utilizing sintered clay or expanded shale coarse aggregate to reduce the conventional unit weight by about 20 percent.<br><br>2. Lightweight insulating concrete - used primarily for roof deck applications, coming in two primary forms; one with aggregate (perlite or vermiculite) and having a compressive strength from about 125 psi to 350 psi depending on need and formulation, and the other being a "cellular" concrete consisting of portland cement, water, and a foaming agent (usually with no aggregate) and having a compressive strength of about 250 psi to 400 psi, again depending upon need and formulation. Dry unit weights of these materials range from about 25 pcf to 40 pcf.<br><br>3. Lightweight concrete for geotechnical applications - this is a variation in use of the cellular lightweight insulating concrete for roofing and may be used with or without aggregate, most often without. It is used as a convenient lightweight volumetric fill to reduce the weight and corresponding stresses in soil structures, both above and below surrounding grade. Several manufacturers and suppliers provide these materials, but as with roofing application, uses specialized equipment and placement (pumping) so the contractors are usually dedicated to this process and usually dedicated to one supplier. Brand name of one such material is "Cellcore". <br><br>I have some experience with all of these, most notably 2 and 3. Have used, tested, evaluated, and consulted on many applications of "2", and have specified "3" in specialty design applications of fill (where overburden unit weight was critical to settlement considerations) and in industrial pavement over poor soil conditions where high modulus material was needed for pavement support, but unit weight had to be kept down for long-term settlement of roadway on marsh land.