Villas at LV-LR050301ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#as, Texos 75229
972/620-8911 - 972/2634937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/01/05
PROJECT:
VIL~S AT ~KE VISTA PHASE ONE (Ma~ grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-17
TEST DATA:
TEST DATE _ ~ ELEV. SOIL ID OP~MUM M~(JMUM L~ IN ~LACE IN pLACE PERCENT
' MOIS~JRE DRY CENSlT~ MOISTURE DRY DENSri~ COMMENT*
COMPAC33ON
NODEPTH '~ NUMBER % pc~= % PCF
71 03/01/05 FG-4.5 2 21.0 103 23.8 99 96 1-A
72 03/01/05 FG-4.0 2 21.0 103 24.8 99 96 1-A
73 03/01105 FG~.5 2 21.0 103 24.4 98 95 1-A
74 03/01105 FG-4.0 2 21.0 103 22.4 100 97 1 -A
75 03101/05 FG~.5 2 21.0 103 23.6 98 95 1-A
76 03/01/05 FG-4.0 2 21.0 103 23.6 99 97 1-A
77 03~01/05 FG-4.5 2 21.0 103 22.4 101 98 1-A
TEST LOCATION: BUILDING PAD
71 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 33
72 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 33
73 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 34
74 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 34
75 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 35
76 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 35
77 20' N AND 20' E FROM THE SVV CORNER OF BLOCK D, PAD 4
FfLL
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 Respectful¥ Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering fh Construction Materfals Testing ~ Environmental Engineedng /~ Consulting
ALPHA TESTING, INC.
2209 14/Isconsln St., Suite 100
Do#os, Texas 75229
972/620-8911 - 972/263.4937 [Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/01/05
PROJECT:
VIL~S AT ~KE VISTA PHASE ONE (Mass grading onN)
COPPELL, TEXAS
OUR REPORT NO.: 04773-17A
TEST DATA:
TEST DATE _~ELEV SOIL ID Om3UUU MAXIMUM LAB rN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY 13~NSn~ COMMENT*
NODEPTH ~'"~ NUMBER % PCF % PCF
78 03/01/05 FG-4.0 2 21.0 103 24.5 99 96 1-A
79 03/01/05 FG-4,5 2 21.0 103 23.0 99 96 1-A
80 03/01/05 FG-4.0 2 21.0 103 24.3 99 96 1-A
81 03/01/05 FG-4.5 2 21.0 103 23.0 100 97 1-A
82 03/01/05 FG-4.0 2 21.0 103 23.2 101 98 1-A
TEST LOCATION: BUILDING PAD
78 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 4
79 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 5
80 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 5
81 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 6
82 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 6
2 NATURAL SUBGRADE
3 L~ME STABILIZED
4 CEMENT TREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COM PLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS Respectfully Submitted,
Dui tesl results and reports are for the exclusive use of the Client (and their designated recipients on rite in OUr office} and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test resultS must recede our written approval TeSt results ~nd reports apply only to the samples tested and/or observed, and are not ind~a~ of the qualities of
apparently ~en~lcal o~ slmda~ spectmens
Geotechnical Engineering /J~ Construction Materials Testing /~ Environmental Engineering /~ Consulting