St Andrews Est-LR040505ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
DATE: 05/05/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-9
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
~ % PCF % PCF
33 05/05/04 FG-1.4 4 13.5 114.5 16.0 113 99 1-A
34 05/05/04 FG-0.5 4 13.5 114.5 13.5 115 101 1-A
35 05/05/04 FG-5.5 4 13.5 114.5 15.9 113 99 1-A
36 05/05/04 FG-2.5 4 13.5 114.5 13.9 116 101 1-A
37 05/05/04 FG-1.5 4 13.5 114.5 14.0 115 101
38 05/05/04 FG-1.7 4 13.5 114.5 14.0 116 101 1-A
3~__~9 ~ FG-0.6 4 13.5 114.5 15.5 112 97 1-A
TEST LOCATIO._~N: BUILDING PAD
3! 10' S AND.__~10' W FROM THE NE CORNER OF BLOCK A, PAD 2
10' S AN...~D 10' W FROM THE NE CORNER OF BLOCK A, PAD 4
__ 10' S AND 10' W FROM THE NE CORNER OF BLOCKA, PAD 6
10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 8
i 10' S AND.--.~10' W FROM THE NE CORNER OF BLOCK A, PAD 10
10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 12
10' S AND 10'W FROM THE NE CORNER OF BLOCK A, PAD 14
cc: HENNESSEY ENGINEERING
1 F~LL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATUEAL SUBGRADE a PERCENT COMPACTION DOES NOT COMPLY WtTH SPECIFICATtONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
Our test resuJts and reports are for the exclusive use of the Client (and their designated recipients on file rn our office) and shall riel be reproduced and/or di
ALPHA The use of our name end test results taus1 receive our written approve] Test results and ¢epo~ts apply enJy to the samples tested and/or observed a
Geotechnical Engineenhg
INC
vith express approval of
of the qua~ifies of
Construction Materials Testing., ' . .
/~ Env ronmental Eng~neenng #~ Consulting