DR9503-LR 960523 TRINITY ENGINEERING TESTING CORPORATION
~-' ~ 2772 West Commerce Dallas. Texas 75212
TETCO
COMPACTION TESTS
TO: RENAISSANCE CONTRACTOR, INC. PROJECT: MISC. TESTING
1402 CORINTH - LB 114 COMMUNITY PARK
DALLAS. TX 75215 TETCO ~2881
DATE: 5-23-96
TECHNICIAN: J. JONES REPORT NO: 696z~5
TYPE OF SOIL LOCATION LIFT PERCENT DRY DENSITY PERCENT
NO. MOISTURE LBS/CU FT COMPACTION
BROWN NUCLEAR FIELD DENSITY TESTS ON:
SANDY
CLAY
BACKFILL OF RCP & HEAD WALL
1. WEST SIDE OF RCP - 6" 13.5 106.2 96.1
2. EAST SIDE OF RCP -6" 14.1 105.3 95.3
3. 25' SOUTH OF HEAD WALL - 6" 12.9 107.8 97.5
MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH: ASTM D-698-g1-A
MAXIMUM DENSITY: 110.5 PCF OPTIMUM MOISTURE: 15.0%
COMPACTION REQUIRED: 95%
MDR REPORT #: 596327
MOISTURE: + OR - 2%
COPIES TO: 2 - CLIENT
ATT: ANGELA DOMINGUEZ TRINITY ENG~NG CORPORATION
James Thompson. C.E. r.