Magnolia Village-LR010821 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 08121101
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-13
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~,,h NUMBER MOISTURE DRY DENS/TY MOISTURE DRY DENSITY' COMPACTION COMMENT*
% PCF % PCF
11 08/21/01 FG 1 14.5 107 17.1 106 99 1-A
12 08121101 FG 1 14.5 107 15.4 107 100 1-A
13 08/21/01 FG 1 14.5 107 16.4 106 99 1-A
TEST LOCATION:
11 20' NORTH AND 20' WEST FROM SOUTHEAST CORNER OF BUILDING PAD
12 40' NORTH AND 40' WEST FROM SOUTHEAST CORNER OF BUILDING PAD
13 60' NORTH AND 60' WEST FROM SOUTHEAST CORNER OF BUILDING PAD
Constr. Mngt, Group; Jeff Miller, City of Coppell; Larry Daves, Lee Stone
I FILL *A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2.NATURAL SUBGRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3,LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLYWITH SPECIFICATIONS
4. CEMENT TREATED D, RETEST ~"PH~TE~N~, INC.
Our test results&reports are for the exclusive usa al' the Client (and their designated recipients on file ~ our office)and shall not.reproduced and/or diS~bo~-d~e ex.pt ~,ith
of our name & test results must receive our written approval. Test results & repo~ts apply only to the samples tested and/or observed, and am not indicative~al~of ns.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting