ST9302-LR010417 (3) REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINO, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CITY OF COPPELL DATE 04/17/01
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-187A
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
568 04/17/01 FG-1.0 6 12.5 111.2 14.3 110 98 1-A
TEST LOCATION:
568 66" STORM SEWER ON EAST BOUND LANE OF SANDY LAKE ROAD AT STATION #56+00
1 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 COMPLY WITH SPECIFICATIONS
4.CEMENT TREATED D. RETEST ~rALP~,~ESp G,I~C /
Our test results & reports are for Ihe exclusive use of the Client (and their designated recipients on lile in our office) and shallnot be reproduced and/or dislrib~~h~express approval ol ~[_PHA The use
~l~ el apparently a~b'r similar specimens
of our name & tesl results musl receive our written approval Test results & repods apply only to the samples tested and/or observed, and are not indicative of the q liti identic
Geotechnical Engineering /? Construction Materials Testing /2, Environmental Engineering/2¢ Consulting