Villas at LV-LR050413ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Do#os, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 04/13/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-94
TEST DATA:
TEST DATE ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
MOISTURE DRY DENSITY MOISTURE DRY DENEI"P" PERCENT COMMENT*
NO, NUMBER % PCF % PCF COMPACTION
959 04/13105 FG 5 16.5 110.5 16.5 108 98 1-A
960 04/13/05 FG-0.5 5 16.5 110.5 18.4 106 96 1-A
961 04/13/05 FG 5 16.5 110.5 19.4 108 98 1-A
962 04/13/05 FG-0.5 5 16.5 110.5 19.0 106 96 1-A
963 04/13/05 FG 5 16.5 110.5 16.6 111 101 1-A
964 04113/05 FG-0.5 5 16.5 110.5 18.1 110 99 1-A
965 04/13/05 FG 5 16.5 110.5 18.5 105 95 1-A
TEST LOCATION: BUILDING PAD
959 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 29
960 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 30
961 20' S AND 30' E FROM THE SVV CORNER OF BLOCK A, PAD 30
962 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 31
963 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 31
964 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 32
965 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 32
I FILL
2 NATURAL SUSGRADE
3. LIME STABILIZED
4 CEMENT TREATED
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Oar test results and reporis are for the exclusive use of the Client (and their designated rec4pients on file in our office) and shall not be reproduced and/or distributed except with express apprOval of
ALPHA T~e use of our name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently ident[ca[ or similar specimens
Geotechnical Engineering /. Construction Materials Testing /: Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
3209 Wisconsin St., Suite 100
Do#os, Texos 7522~
972/620-8911 - 9721263-4937 (Metro)
FAX: 972~406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/13/05
PROJECT:
VILIAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-94A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID O~TIMUM MAXIMUM L~B IN PLACE iN PLACE PERCENT COMMENT*
' MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH '~ NUMBER % ~CF % PCF
966 04/13/05 FG-0.5 5 16.5 110.5 19.0 105 95 1-A
967 04/13105 FG 5 16.5 110.5 19.7 106 96 1-A
968 04/13/05 FG-0.5 5 16.5 110.5 17.4 107 97 1-A
969 04113/05 FG 5 16.5 110.5 18.0 106 96 1-A
970 04/13/05 FG-0.5 5 16.5 110.5 18.9 108 98 1-A
971 04/13105 FG 5 16.5 110.5 18.0 106 96 1-A
972 04/13/05 FG 5 16.5 110.5 17.3 107 97 1-A
TEST LOCATION: BUILDING PAD
966 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 33
967 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 33
968 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 34
969 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 34
970 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 35
971 20' S AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 35
972 20' S AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 14
I 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 WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE OOES NOT COMPLY WiTH SPECIFICATIONS Respectfully Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Eng/neenng I Construction Materials Testing /; Environmental Engineering f-: Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
D~llas. Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/13105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-94B
TEST DATA:
¥(~STURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DATE NUMBER % PCF % PCF COMPACTION
973 04/13/05 FG-0.5 5 16.5 110.5 17.9 106 96 1-A
974 04/13/05 FG 5 16.5 110.5 16.5 110 100 1-A
TEST LOCATION: BUILDING PAD
973 20' S AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 15
974 20' S AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 15
1. FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE OOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /;' Construction Materials Testing /;!z Environmental Engineering /~ Consulting