St Andrews Est-LR040318ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/18/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-6
TEST DATA:
TEST SOiL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
1 03/18/04 FG-3.0 3 24.0 95.5 24.8 92 96 1-A
2 03/18/04 FG-2.5 3 24.0 95.5 25.0 92 96 1-A
3 03/18/04 FG-2.0 3 24.0 95.5 27.6 92 96 1-A
~ 03/18/?~_~_~_4 FG-I.5 3 24.0 95.5 24.5 94 98 1-A
5 03/18/04 FG-1.0 3 24.0 95.5 25.7 92 97 1-A
6 03/18/04 FG-0.5 3 24.0 95.5 26.1 92 96 1-A
7 03/18/04 FG 3 24.0 95.5 25.9 92 97 1-A
TEST LOCATION:
1 FHOUSE PAD, 15' N AND 20' E FROM THE SW CORNER OF PAD 23
2 HOUSEPAD, 10' N AND 20' E FROM THE SW CORNER OF PAD 23
3 HOUSE PAD, 25' N AND 25' E FROM THE SW CORNER OF PAD 23
4 HOUSE PAD, 30' N AND 15' E FROM THE SW CORNER OF PAD 23
5 HOUSE PAD, 10' S AND 15' W FROM THE NE CORNER OF PAD 23
6 HOUSE PAD, 10' S AND 20' W FROM THE NE CORNER OF PAD 23
7 HOUSE PAD, 20' S AND 20' W FROM THE NE CORNER OF PAD 23 .
CC: HENNESSEY ENGINEERING
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
*A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH:
B. PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECiFiCATiONS
D RETEST
Our test results and reports are for the exclusive use of the Clienl (and their designated reclpmnts on file *n our office) arid shaJl r~ot be reproduced and/or
ALPHA The use of our name and test results mus~ receive our written approval Test results and repods apply onry to the samples tested and/or observed, and
apparently identical or s~milar spec,mens
the qualities of
Geotechnical Engineering [~ Construchon Matedals Testing ~h Environmental Enginee[ing ~:~ Consulting