Villas at LV-LR050406ALPHA TESTING, INC.
~209 Wisconsin St., Suite 100
Dallas, Texas 7~229
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: 04106105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-89
TEST DATA:
TEST DATE DE~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
MOISTURE DRY OENSITY MOISTURE DRY DENSITY PERCENT
NO. NUMBER % PCF % POF COMPACTION COMMENT*
919 04/06/05 FG-0.5 5 16.5 110.5 17.1 108 98 1-A
920 04/06/05 FG 5 16.5 110.5 17.6 107 97 1-A
921 04/06/05 FG-0.5 5 16.5 110.5 18.2 106 96 1-A
922 04/06/05 FG 5 16.5 110.5 17.8 108 97 1-A
923 04/06/05 FG-0.5 5 16.5 110.5 19.5 106 96 1-A
924 04/06/05 FG 5 16.5 110.5 18.1 107 97 1-A
925 04/06/05 FG-0.5 5 16.5 110.5 17.7 107 96 1-A
TEST LOCATION: BUILDING PAD
91g ~0' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 22
920 :~0' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 22
921 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 23
922 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 23
923 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 24
924 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 24
925 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 25
1 FiLL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
"A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
S PERCENT COMPACTION DOES NOT COMPLY WtTH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering / Construction Materials Testing /. Environmental Engineering /? Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallos, Texos 75229
972/620-8c211 - 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: 04106/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-89A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE
NO. DATEDEPTH~ MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT*
NUMBER % PCF % PCF COMPACTION
926 04/06/05 FG 5 16.5 110.5 16.5 109 99 1-A
927 04/06/05 FG-0.5 5 16.5 110.5 17.8 107 97 1-A
928 04/06/05 FG 5 16.5 110.5 19.1 106 96 I-A
929 04/06/05 FG-0.5 5 16.5 110.5 17.8 108 97 1-A
930 04/06/05 FG 5 16.5 110.5 18.0 106 96 1-A
931 04/06/05 FG-0.5 5 16.5 110.5 18.1 106 96 1-A
932 04/06/05 FG 5 16.5 110.5 16.5 109 99 1-A
TEST LOCATION: BUILDING PAD
926 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 25
927 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 26
928 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 26
929 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 27
930 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 27
931 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 28
932 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 28
1. FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4. CEMENT TREATED
S 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
Geotechnical Engineenng / Construction Materials Testing / Environmental Engineering /? Consulting
ALPHA TESTING, INC.
~209 Wisconsin St,, Suite 100
Dollos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX; 972~d0~023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/06/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-89B
TEST DATA:
TEST ~ ELEV SOIL ID OP~MUM MAXIMUM LAE IN PLACE IN PLACE
NO. DATEDEPTH'~ MOISTURE DRY OENSrr'( MOISTURE DRY DENSITY PERCENT
NUMBER % PCF % PCE COMPACTION COMMENT*
933 04106105 FG-0.5 5 16.5 110.5 16.6 108 98 1-A
TEST LOCATION: BUILDING PAD
933 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 29
I FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
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.
Geotechnical Engineenng / Construction Materials Testing /' Environmental Engineering /.~- Consulting