Villas at LV-LR050423 ALPHA TESTING, INC.
~20~ Wisconsin St., Suite 1DO
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972(406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04123/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO,: 04773-100
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUa M~(IMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSI~' COMPACTION
NO.DEPTH '~ NUMBER % PCF % PCF
1017 04/23/05 FG 5 16.5 110.5 20.1 106 96 1-A
1018 04/23/05 FG-0.5 5 16.5 110.5 16.5 109 99 1-A
1019 04123/05 FG 5 16.5 110.5 20.2 106 96 1-A
1020 04/23/05 FG-0.5 5 16.5 110.5 18.3 107 97 1-A
1021 04~23/05 FG 5 16.5 110.5 16.7 107 97 1-A
1022 04123~05 FG 5 16.5 110.5 19.1 105 . 95 1-A
1023 04123/05 FG-0.5 5 16.5 110.5 18.3 107 97 1-A
TEST LOCATION: BUILDING PAD
1017 20' S AND 30' W FROM THE NE CORNER OF BLOCK B, PAD 4
1018 20' S AND 30' W FROM THE NE CORNER OF BLOCK B, PAD 5
1019 20' S AND 30' W FROM THE NE CORNER OF BLOCK B, PAD 5
1020 20' S AND 30'W FROM THE NE CORNER OF BLOCK B, PAD 6
1021 20' S AND 30' W FROM THE NE CORNER OF BLOCK B, PAD 8
1022 20' S AND 30' W FROM THE NE CORNER OF BLOCK B, PAD 23
1023 '20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 6
I 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 WITH SPECIFICATIONS Respectfully Subrn~ed,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineenng /r Construction Materials Testing /; Environmental Engineering I" Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 W~consin St., Suite 100
Dallos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 04/23/05
PROJECT:
VILLAS ATIAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-100A
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAI~ IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSI3¥ COMPACTION
NO.DEPTH '~ NUMBER % FCF % PCF
1024 04/23/05 FG 5 16.5 110.5 18.3 105 95 1-A
1025 04~23/05 FG-0.5 5 16.5 110.5 17.5 107 97 1-A
1026 04/23/05 FG 5 16.5 110.5 18.2 106 96 1-A
1027 04/23/05 FG-0.5 5 16.5 110.5 17.7 106 96 1-A
1028 04/23/05 FG 5 16.5 110.5 19.2 107 97 1-A
1029 04/23/05 FG-0.5 5 16.5 110.5 16.8 106 96 1-A
1030 04/23/05 FG 5 16.5 110.5 18.4 108 97 1-A
TEST LOCATION: BUILDING PAD
1024 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 6
1025 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 7
1026 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 7
1027 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 8
1028 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 8
1029 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 9
1030 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 9
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 WITH SPECIFICATIONS Respectfully Submitted,
Geotechnical Engineering /, Construction Materials Testing /; Environmental Engmeering ~' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texos 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
PIANO, TEXAS
DATE: 04123/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-100B
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE iN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENEI"i~ COMMENT*
NO.DEPTH '~ NUMBER % PCF % PCF COMPACTION
1031 04/23/05 FG-0.5 5 16.5 110.5 17.2 107 97 1-A
1032 04/23105 FG 5 16.5 110,5 18,5 108 98 1-A
TEST LOCATION: BUILDING PAD
1031 20' S AND 30' W FROM THE NW CORNER OF BLOCK D, PAD 10
1032 20' S AND 30' W FROM THE NW CORNER OF BLOCK D, PAD 10
FILL
NATURAL SUBGRADE
LIME STABILIZED
CEMENT TREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W~TH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFtCATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Sub?tted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering / Construction Materials Testing /~ Environmental Engineering /; Consulting