DR9503-LR 960520 TRINITY ENGINEERING TESTING CORPORATION
~'~ ................. -~" 2772 West Commerce Dallas, Texas 75212
COMPACTION TESTS
TO: RENAISSANCE CONTRACTOR. INC. PROJECT: MISC. TESTING
1402 CORINTH - LB 114 COMMUNITY PARK
DALLAS. TX 75215 TETCO ~2881
DATE: 5-20-96
TECHNICIAN: J. JONES REPORTNO: 596437
TYPE OF SOIL LOCATION LIFT PERCENT DRY DENSITY PERCENT
......... _ ..... NO. . .. MOIST[iRE LBS/CU FT COMPACTION
BROWN NUCLEAR FIELD DENSITY TESTS ON:
SILTY
SAND
RCP & HEAD WALL BACKFILL
1. EAST OF RCP 1st 12.1 108.3 98.0
2. WEST OF RCP 1st 14.8 107.9 97.6
3. EAST OF RCP 2nd 13.3 106.5 96.4
4. WEST OF RCP 2nd 12.6 108.7 98.4
5. EAST OF RCP 3rd 12.0 107.6 97.4
6. WEST OF RCP 3rd 13.1 107.9 97.6
MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH: ASTM D-698-91A
MAXIMUM DENSITY: 110.5 PCF OPTIMUM MOISTURE: 15.0%
COMPACTION REQUIRED: 95%
MDR REPORT #: 596327
MOISTURE: + OR - 3%
COPIES TO: 2 - CLIENT
A~-r: ANGELA DOMINGUEZ TRINITY ENGINEERING TESTING CORPORATION
James Thompson. C.E. r.