Effect of Sludge on Cement Product Sample Clauses

Effect of Sludge on Cement Product. The addition of the wastewater treatment sludge generated at the B/690 F/HM Wastewater Treatment Facility will have no measurable effect on the commercial properties or composition of the cement product. This conclusion is based on the fact that the composition of the sludge is similar to that of the naturally occurring or manmade materials typically utilized as a cement feed stock. A summary of the analytical results of feedstock samples obtained from five cement kilns in comparison to the IBM sludge is presented in Appendix A. Prior to initiating the sludge recycling project in 1987, IBM conducted a detailed engineering evaluation of the recycling project.2 In addition, in 1988, IBM conducted a “trial run” of the recycling of the sludge as an ingredient in the manufacture of cement and conducted chemical analysis of the cement with and without IBM sludge as an ingredient.3 Based on these analytical results, which are presented on Table 2-13, it appears that the sludge has no measurable effect on the composition of the cement product. This XL project has the potential for providing additional data of this type. 1 A Trial Run of Recycling Lime Sludge into Portland Cement for IBM East Fishkill, February 1989, Xxxxx X. Xxxxx Engineering, P.C. 2 Initial Evaluation of the Conversion of Fluoride Sludge to Portland Cement, August 1986, Xxxxx X. Xxxxx Engineering, P.C. COMPARISON OF TYPICAL RAW MIX ANALYSIS FOR CEMENT AND IBM F006 SLUDGE Chalk Clay Limestone Shale Marl Typical Raw Mix IBM F006 Sludge SiO2 1.14 60.48 2.16 55.67 16.86 14.30 13.09 Al2O3* 0.28 17.79 1.09 21.50 3.38 3.03 5.94 Fe2O3 0.14 6.77 0.54 9.00 1.11 1.11 0.36 CaO** 54.68 1.61 52.72 0.89 42.68 44.38 41.33 MgO 0.48 3.10 0.68 2.81 0.62 0.59 0.89 S 0.01 n.d. 0.03 0.30 nil nil nil SO3 0.07 0.21 0.02 nil 0.08 0.07 8.45*** Loss On Ignition 43.04 6.65 42.39 4.65 34.66 35.86 28.65 K2O 0.04 2.61 0.26 4.56 0.66 0.52 0.04
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