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DR9503-LR 960503
TRINITY ENGINEERING TESTING CORPORATION ................... ' 2772 West C~mmerce Dallas, Texas 75212 TETCO COMPACTION TESTS TO: RENAISSANCE CONTRACTOR. INC. PROJECT: MISC. TESTING 1402 CORINTH - LB 114 COMMUNITY PARK DALLAS. TX 75215 COPPEL. TX TETCO ffi2881 DATE: 5-3-96 TECHNICIAN: J. JONES REPORT NO: 596328 TYPE OF SOIL LOCATION LIFT PERCENT DRY DENSITY PERCENT NO ..... MOISTU_R_E__. LBS/CU_FT . ._(~_O~?ACTION ... BROWN NUCLEAR FIELD DENSITY TESTS ON: SILTY SANDY CLAY NATIVE SUBGRADE AT RIP RAP BANK 1. 1st LIFT 14.0 107.6 974 2. 2nd LIFT 13.8 108.7 98.4 3. 3rd LIFT 12.9 109.1 98.7 MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH: ASTM D-698-91-A MAXIMUM DENSITY: 110.5 PCF OPTIMUM MOISTURE: 15% COMPACTION REQUIRED: 95% MDR REPORT #: 596327 MOISTURE: NA COPIES TO: 2 - CLIENT ATT: ANGELA DOMINGUEZ TRINITY ENGINEERING TESTING CORPORATION James Thompson. C.E. T