Lassenite Pozzolan.Soil Amendments.Cement Admixtures.Equestrian Footing Additives.Absorbents.
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ASTM C-618

The American Society for Testing Materials (ASTM) defines pozzolan as a “siliceous or siliceous aluminous material which in itself possesses little or no cementitious value but will, in finely divided form and in the presence of moisture, chemically react with calcium hydroxide at ordinary temperatures to form compounds possessing cementitious properties”.

Classification

Class N – “Raw or calcined natural pozzolans that comply with applicable requirements, such as some diatomaceous earths; opaline cherts and shales; tuffs and volcanic ashes or pumicites, calcined or uncalcined; and various materials requiring calcinations to induce satisfactory properties, such as some clays and shales.”

A natural siliceous (amophous) mineral, made from the layers of diatoms and volcanic tuffs of Northern California's Cascade range. Lassenite Type N Pozzolan conforms to ASTM C-618, Federal Specifications #SS-C-1960/5 and CSA-CAN-A266-3M (Canadian) specifications for Type N (Natural) Pozzolan and meets specification requirements of the NRC for use on Nuclear Reactor Program, California Department of Water Resources, Corp of Engineers, U.S. Water and Power Resources Services, Cal Trans, Pacific Gas and Electric; Idaho Power and Arizona Public Service for hydralic structures and power plants; Bechtel Corporation for hydralic structures; municipalities for waste water treatment and transportation facilities.

TEST REPORT COMPARISON POZZOLAN “N” VS ASTM C618, CLASS N

 Chemical Analysis
Lassenite Class“N”
ASTM C618, Class N
     
Silicon Dioxide, SiO2, % 69.7  -
     
Aluminum Oxide, Al2O3, % 9.98  -
     
Iron Oxide, Fe2O3, % 4.42  -
     
Sum of SiO2, Al2O3, Fe2O3, % 84.1 70% Minimum
     
Sulfur Trioxide, SO3, % .08 4.0% Maximum
   
Moisture Content, % .59 3.0% Maximum
     
Loss on Ignition 1.56 10.0% Maximum
     
Magnesium Oxide, MgO, % .99 5.0% Maximum
     
Available Alkalis as NA2O, % 1.19 1.5% Maximum
     
Calcium Oxide, CaO, % 1.42  -
     
 Physical Analysis
   
     
Specific Gravity 2.49  -
     
Bulk Density (Pcf loose) 38.0  -
     
Blaine Fineness (CM2/CM3) 39,670 6.5 Minimum
     
Amount Retained #325 Wet Sieve 9.1%  34% Maximum
     
Pozzolanic Activity Index-Cement 85% 75% Minimum
     
Pozzolanic Activity Index-Lime 1310 psi 900 Minimum
     
Water Requirement (% of control) 106 115 Maximum
     
Soundness 0.01% 0.5% Maximum

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