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ST9502-LR 960409
214 630 7070 Q~/13/96 15:55 '~214.1~0 7070 HBC ENGINEERING---- ~ 001/001 REPORT OF ANALYSIS FOR PLASTICITY INDEX CLIENT: Site Concrete, Inc. P.O. Box 140096 Irving, Texas 75014-0096 PROJECT: Town Center Copp¢ll, Texas Laboratory Test Method: ASTM D-4318 Date: Project No. Report No. Client No. 4/09/96 43-1222-96 962478 SAMPLE: Medium Brown Sandy Clay LIME [IQU ID PLASTIC PLASTICITY LIME ADDED LIMIT LIMIT INDEX REQUIRED 0 39 19 20 0 4 37 31 6 17 6 38 33 5 25.5 8 37 32 5 33.9 Post-it~ Fax Note 7671 Technician: T, Morgan Time: 11:00 am to 2:00 pm Report Distribution: (I) Site Concrete. Inc. (1) City of Coppell 302CC HBC ENGINEERING, INC. Eugene l:lkrbour Vice-President