Villas at LV-LR050305ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dalk~ Texas 75229
972/620-8911 - 972_j263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/05/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-26
TEST DATA:
TEST DATE __~... ELEV. SOIL ID Ore, MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
· MOIS~JRE DRY DEENSFT'Y MOISTURE ORY DENSrTY COMMENT*
COMPACTION
NO.DEFTH ~,,~ NUMBER % PCF % PCF
128 03~05~05 FG-2.5 2 21.0 103 23.0 100 97 1-A
129 03/05/05 FG-2.0 2 21.0 103 22.8 99 96 1-A
130 03~05~05 FG-I.5 2 21.0 103 22.2 100 97 1-A
t 31 03/05/05 FG-2.5 2 21.0 103 23.5 99 96 1-A
132 03/05/05 FG-2.0 2 21.0 103 22.0 100 97 1-A
133 03~05~05 FG-1.5 2 21.0 103 22.5 101 98 1-A
134 03/05/05 FG-2.5 2 21.0 103 22.3 101 98 1-A
TEST LOCATION: BUILDING PAD
128 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 25
129 .)0' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 25
130 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 25
131 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 26
132 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 26
133 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 26
134 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 27
FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECiFICATiONS
B PERCENTCOMPACTIONDOESNOTCOMPLYWITHSPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS Respectful¥ Submitted.
CHARLES WILLIAMS
ALPHA TESTING. INC.
Geotechnical Engineering /~ Construction Materials Testing/~ Environmental Engineering /;~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dollas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FA)C' 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOP,:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/05/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-26A
TEST DATA:
TEST DATE _'~._.. ELEV. SOIL ID OPTIMUM MAXIMUM LA~ IN PLACE IN PL~E PERCENT COMMENT*
· MOiS~JRE DRY D~NSITY MOISTURE DRY DENSITY COMP~-~TiON
NO.DEPTH "~ NUMBER % PCF % PCF
135 03/05/05 FG-2.0 2 21.0 103 24.4 98 95 I*A
136 03/05/05 FG-1.5 2 21.0 103 23.9 99 96 1-A
137 03~05~05 FG-2.5 2 21.0 103 22.7 100 97 1-A
138 03/05/05 FG-2.0 2 21.0 103 22.0 100 97 1-A
139 03/05/05 FG-I.5 2 21.0 103 23.2 99 97 1-A
140 03~05~05 FG-2.5 2 21.0 103 22.3 100 97 1-A
141 03105/05 FG-2.0 2 21.0 103 23.4 99 96 1-A
TEST LOCATION: BUILDING PAD
135 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 27
136 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 27
137 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 28
138 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 28
139 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 28
140 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 29
141 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 29
1 FiLL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENTCOMPACTION DOES NOTCOMPLYWITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE OOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~ted.
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /;J Construction Materials Testing ~ Environmental Engineering ,:~ Consulting
ALPHA TESTING, INC.
2209 VVlscon$1n St., Suite 100
Dallas, Texas 75229
972/620.8911 - 972/263-4c/37 [Metro)
FAX: 972/406-~1__~.'~
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/05/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-26B
TEST DATA:
142 03/05/05 FG-1.5 2 21.0 103 25.0 98 95 1-A
143 03/05~05 FG-2.5 2 21.0 103 22.4 100 97 1-A
144 03/05/05 FG-2.0 2 21.0 103 24.4 99 96 1-A
145 03/05/05 FG-I.5 2 21.0 103 22.0 100 97 1-A
TEST LOCATION: BUILDING PAD
142 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 29
143 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 30
144 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 30
145 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 30
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 PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS R especffully S ubmitt ed,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING,
Geotechnical Engineering F~ Construction Materials Testing /~ Environmental Engineering /~ Consulting