Villas at LV-LR050416ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St,, Suite 100
Dallas, Texas 75220
972/620-8911 - 972/263-4~37 (Metro)
FAX: 972~406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES,
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 04/16105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-98
TEST DATA:
EST DATE ~ £LEV. SOIL ID OP~MUM MAXIMUM LAB IN PLACE IN pLACE PERCENT
' MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO,DEPTH ~ NUMBER % PCF % PCF
990 04/16/05 FG 5 16.5 110.5 18.9 106 96 1-A
991 04/16/05 FG-0.5 5 16.5 110.5 17.5 109 98 1-A
992 04/16/05 FG 5 16.5 110.5 19.2 108 97 1-A
993 04/16/05 FG-0.5 5 16.5 110.5 19.5 106 96 1-A
994 04116105 FG 5 16.5 110.5 18.9 106 96 1-A
995 04/16/05 FG-0.5 5 16.5 110.5 20.3 105 95 1-A
996 04116105 FG 5 16.5 110.5 19.8 105 95 1-A
TEST LOCATION: BUILDING PAD
990 15' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 18
991 15' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 19
992 15' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 19
993 15' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 20
994 15' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 20
995 15' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 1
996 15' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 1
PILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION ~)OES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN pLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Respectfully Submffted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /: Construction Materials Testing /, Environmental Engineering /¢' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 10~
Da/los, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANe, TEXAS
DATE: 04/16/05
PROJECT:
VILLAS ATLAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-98A
TEST DATA:
TEST DATE D~ SOIL ID OPTIMUM MAXIMUM LAB iN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO NUMBER % PCF % PCF COMPACTION
997 04/16/05 FG-0.5 5 16.5 110.5 18.7 108 98 1-A
998 04116/05 FG 5 16.5 110.5 17.2 110 100 1-A
999 04116/05 FG-0.5 5 16.5 110.5 19.1 109 99 1-A
1000 04/16/05 FG 5 16.5 110.5 18.5 108 98 1-A
1001 04/16/05 FG-0.5 5 16.5 110.5 18.7 108 98 1-A
TEST LOCATION: BUILDING PAD
997 15' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 2
998 15' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 2
999 15' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 3
1000 15' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 3
1001 15' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 4
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WtTH SPECIFICATIONS Respectfully Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
· est results and repo~s are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
-_~-; TheuseefournameandtestresultsmustreceiveourwI'i(tenappreval Testresu~sandrep~rt$app~y~n~y~thesamp~estestedand~r~bsenIed`andaren~tindicative~fthequa~i~ies~f
Geotechnical Engineering /, Construction Materials Testing /, Environmental Engineering /., Consulting