Villas at LV-LR050409 ALPHA TESTING, INC.
~ t4/Isconsln St., Suite 100
~311os, Texas 7,5229
972/620-8911 - 972/263-4937 (Mefro)
FAX:
TESTED FOR: HAWKINS - WELWOOD HOMES, LP.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04~09~05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
(MASS GRADING ONLY)
COPPELL, TEXAS
OUR REPORT NO.: 04773-90
TEST DATA:
934 04/09105 FG-0.5 5 16.5 110.5 19.3 106 96 1-A
935 04109105 FG 5 16.5 110.5 17.8 109 98 1-A
936 04/09/05 FG-O.5 5 16.5 110.5 18.7 107 97 1-A
937 04/09/05 FG 5 16.5 110.5 17.5 105 95 1-A
938 04/09105 FG-0.5 5 16.5 110.5 19.1 107 97 1-A
939 04/09/05 FG 5 16.5 110.5 18.3 108 98 1-A
940 04/09/05 FG-0.5 5 16.5 110.5 16.3 109 99 1-A
TEST LOCATION: BUILDING PAD
934 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 7
935 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 7
936 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 8
937 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 8
938 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 9
939 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 9
940 15' N AND 30' E FROM THE SW CORNER OF BLOCK B~ PAD 10
I FILL
2 NATURA~ SUSGRADE
3 LIME STABILIZED
4 CEMENT TREATEO
· 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 WITH SPECIFICATIONS Respectfully Subm~ted,
CHARLES WILLIAMS
ALPHA 3~STING, INC.
Geotechnical Engineering/~ Construction Materials Testing/~ Environmental Engineering /;~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da~s, Texas 75229
972/620-8911 - 972/263-4937 CMefro)
FAX: 972/40~8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
(MASS GRADING ONLY)
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/09~05
OUR REPORT NO.: 04773-90A
TEST DATA:
TEST ' DATE !__~.. ELEV~' SOIL ID O~llMUM MAXJMUM ~ IN Pr. ACE IN PLACE PERCENT COMMENT*
MOIS~URE DRY ~3E~IT~ Mo~'ruR E DRY DENSITY COMPACTION
NO.[:)EPTH ~h NUMBER % PC~ % PCF
941 04/09105 FG 5 16.5 110.5 18.9 106 96 1-A
942 04/09/05 FG-0.5 5 16.5 110.5 19.3 106 96 1-A
943 04/09105 FG 5 16.5 110.5 18.4 108 98 1-A
944 04109/05 FG-0.5 5 16.5 110.5 18.1 107 97 1-A
945 04109/05 FG 5 16.5 110.5 17.7 109 98 1-A
946 04/09/05 FG-0.5 5 16.5 110.5 17.0 109 98 1-A
947 04109/05 FG 5 16.5 110.5 19.5 105 95 1-A
TEST LOCATION: BUILDING PAD
941 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 10
942 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 11
943 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 11
944 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 12
945 t5' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 12
946 15' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 13
947 15' N AND 30" E FROM THE SW CORNER OF BLOCK B, PAD 13
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREAIED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPAC~rlON COMPLY WrTH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
D. RETEST ~~/~\
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering/g Construction Materials Testing/~ Environmental Engineering/~ Consulting
ALPHA TESTINGS, INC.
REPORT OF FIELD
COMPACTION TESTS
220~ ~ St., Sulte
Do#os, Texos 7522~
972/~0.8911 - 972/203.,4~37 OVletro)
FAX: 972/40d.,8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 04109105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
(MASS GRADING ONLY)
COPPELL, TEXAS
OUR REPORT NO.: 04773-90B
TEST DATA:
TEST DATE _ _~. ELEV. SOIL ID O~rl~U¥ ~ L~ IN ~ IN PLACE PE~CEN/' COMMENT*
NO.DEPTH ~,t NUMBER
948 04/09/05 FG-O.5 5 16.5 110.5 18.8 107 96 1-A
TEST LOCATION: BUILDING PAD
948 15' N AND 30' E FROM THE SW CORNER OF BLOCK Br PAD 14
1 FILL
2 NATURAL SUBGRADE
3 LiME STASILIZED
4 CEMENT TREATED
· A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY Wl~'l SPECIFICATIONS
C. PERCENT iN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~ed,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering/:b Construction Materials Testing/~ Environmental Engineering/~ Consulting