St Andrews Est-LR040507ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Tex(~s 75229
972/620-8¢11 - ¢72/263-4¢37 (Metro)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
DATE: 05/07/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-10
TEST DATA:
SOIL ID OPTIMUM
CATE NUMBER MOISTURE
%
05/07/04 FG-5.0 4 13.5
05/07/04 FG-4.5 4 13.5
05/07/04 FG-4.5 4 13.5
05/07/04 FG-2.7 4 13.5
05/07/04 FG-8.0 4 13.5
05/07/04 FG-5 5 4 13.5
05/07/04 FG -5.0 4 13.5
MAXIMUM LA8 IN PLACE IN PLACE PERCENT
DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
PCF % PCF
114.5 14.4 112 98 1-A
114.5 16.7 109 95 1-A
114.5 15.4 114 99 1-A
114.5 14.8 114 99 1-A
114.5 16.3 113 99 1-A
114.5 13.9 116 101 1-A
114.5 14.2 114 100 1-A
TEST LOCATION: BUILDING PA.__.~D
~ ~CORNER OF BLOCKA, PAD 5
10' SAND 10' WFRQM THE NE CORNER OF BLOCKA, PAD 6
42 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 7
43 10' S AND 10' W FROM THE NE CORNER OF BLOCKA, PAD 17
44 10' S AND 10' W FROM THE NE CORNER OF BLOCKA, PAD 21
45 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 22
46 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 23
CC: HENNESSEY ENGINEERING
1 F~LL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFI
2 NATURALSUBGRADE B PERCENTCOMPACTIONDOESNOTCOMPLYWiTBSPECiFiCATiONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
Our tesl results and reporls are for the exclusive use of the Client and their des gnaled recrpients on file iQ our Office and shaf not be eproduced and/or distribute with express approva~ of
Geotechnica/ Engineering / Construct/on Maten'a/$ Testing / Env/ronmenta/ Engineering /, Consu/ting