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DR9503-LR 960514
TRINITY ENGINEERING TESTING CORPORATION DALLAS, TEXAS TO: RENAISSANCE CONTRACTOR PROJECT: MISC. TESTINC 1402 CORNITH - LB 114 ANDY BROWN COMMUNITY PK DALLAS. TEXAS 75215 TETCO #2881 DATE: 5-14-96 REPORT NO.: 596327 MOISTURE - DENSITY REL~,TIONSHIP j MATERIAL DESCRIPTION: - BROWN. SILTY. SANDY CLAY SAMPLE LOCATION: ON SITE STOCK PILE SAMPLE NUMBER: S-1341 ~ 145 SAMPLED BY: _~. J. JONES ~ ZERO AIR VIODS: ~ GS :._~ 2.65 --- TEST PERFORMED BY: ' 110 . B. HARRELL&G DARCE ~ TEST METHOD: -~- ASTM D-698-O1A ~ ASTM D-4318 & ASTM D-422 .-- TRIAL PERCENT UNIT DRY WT. ~ ' 05 NO. MOISTURE LBS / CU FT 1 9.7 102.4 2 12.1 106.1 100 8 '~0 12 '4 16 18 3 14.0 109.3 PERCENT MOISTURE 4 15.2 110.6 MATERIAL SPECIFIC GRAVITY: 2.65 5 17.5 108.6 LIQUID LIMIT: 35 PLASTIC LIMIT: 13 OPTIMUM MOISTURE PERCENT: 15.0 PLASTICITY INDEX: 22 MAXIMUM DENSI'rY LBS I CU FT: 110.5 REMARKS: PASSING #~ 56% % = COP~ES TO: 2-ABOVE A-I-I'N: ANGELA DOMINGUEZ _