St Andrews Est-LR041112ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
PROJECT:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
ST. ANDREWS ESTATES
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 11/12/04
OUR REPORT NO.: 04219-46
TEST DATA:
......... I I1
NO DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY TION COMMENT*
% PCF % PCF
697 11/12/04 FG 5L 20.0 1035 20.2 103 100 3-A
698 11/12/04 FG 5L 20,0 103.5 20.5 102/' 99 3-A
699 11/12/04 FG 7L 19.0 104.5 19.7 1Q~ 99 3-A
11/12/04 FG 7L 19.0 104.5 20.3 1¢4 100 3-A
7OO
701 11/12/04 FG 6L 20.5 100.5 22.51~.% 101 3-A
697 ST. ANDREWS AT STATION 11+00
698 ST. ANDREWS AT STATION 8+00
699 ST. ANDREWSATSTATION5+00
700 ST. AND.EWS AT STAT,ON 2+00
701 STONEWICKAT STATION 5+00
¢¢. UCklklPqqFv FNRINFFRING' CITY
CC:
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectf~.c.~j ~ly ~u.bmittec~ly ubmitted
T ROY T/ELEZ
4 CEMENTTREATED D RETES ALPHATESTIN C
Our lest results and repods are far the exclus ...... of the Client (and their des,gnated recipients or~ file iN our office)and shall not be reproduCed and/or distributed except withexPr~s a Pproval of
ALPHA The use of our name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed and are not indicative of the qualities of
apparently identical or similar specimens
Geotechnma Eng'neenng Construction Materials Testing /2, Environmental Engineering /2~ Consulting