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ST8804-LR 891219 (2)
SUMMARY OF MOISTURE-DENSITY RELATIONSHIPS Heartz Road/Tract 7 Coppell, Texas Project No. 892544 MAXIMUM OPTIMUM PROCTOR DRY DENSITY MOISTURE CONTENT } DATE OF TEST MATERIAL DESCRIPTION NO. PCF % LL PL PI 12-01-89 Brown sandy lean clay HR-1 112.4 15.4 36 13 23 12-01-89 Dk brown sandy lean clay HR-2 108.9 16.8 37 14 23 12-05-89 Yellowish tan sandy clay HR-3 115.5 13.5 29 16 13 12-05-89 Brown silty, clayey sand HR-4 114.2 13.0 24 17 7 12-06-89 Lt tan w/orange sandy HR-5 113.9 14.3 35 13 22 lean clay FROM PRO3ECT 892488.03 5-01-89 Reddish brown & orange C-1 110.1 16.7 36 15 21 ~ sandy lean clay 5-01-89 Brown sandy lean clay C-2 111.0 15.3 30 14 16 REMARKS: Unless otherwise noted, all Proctors have been performed using ASTM D 698.