Villas at LV-LR050329ALPHA TESTING, INC.
2209 WisConsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS o WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/2g/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-78
TEST DATA:
TEST DATE ~_ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PI.ACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NODEPTH '~ NUMBER % PCF % PCF
801 03/29/05 FG~3.0 5 16.5 110.5 18.5 106 96 1-A
802 03~29~05 FG-2.5 5 16,5 110.5 21.2 107 96 1-A
803 03~29~05 FG-2,0 5 16.5 110.5 17.5 109 98 1-A
804 03/29/05 FG-1.5 4 23.5 96.5 28.8 91 94 1-A
805 03~29~05 FG-1.0 4 23.5 96.5 29.5 92 95 1-A
806 03129105 FG-3.0 5 16.5 110.5 19.4 107 96 1-A
807 03/29/05 FG-2.5 5 16.5 110.5 19.1 105 95 1-A
LOCATION: BUILDING PAD
801 25' N AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 11
802 25' N AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 11
803 25' N AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 11
804 25' N AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 11
805 25' N AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 11
806 25' N AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 12
807 25' N AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 12
I FILL
2 NATURAL SUBGRADE
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
Our tesl results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distabuted except with express approval o¢
ALPHA The 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/he qualitie s of
apparertly identical or similar specimens
Geotechnical Engineering / Construction Mater~als Testing / Environmental Engineering /; Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/29/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-78A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MA)(IMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.DEPTH '~ NUMBER % PCF % PCF
808 03/29/05 FG-2.0 5 16.5 110.5 21.2 107 97 1-A
809 03~29~05 FG-1.5 4 23.5 96.5 30.4 92 96 1-A
810 03~29~05 FG-I.0 4 23.5 96.5 31.0 91 94 1-A
811 03/29/05 FG-4.5 4 23.5 96.5 28.7 93 96 1-A
812 03/29/05 FG-4.0 4 23.5 96.5 29.1 93 96 1-A
813 03/29/05 FG-4.5 4 23.5 96.5 30.0 91 95 1-A
814 03/29/05 FG-4.0 4 23.5 96.5 29.9 91 95 1-A
T LOCATION: BUILDING PAD
808 25' W AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 12
809 25' W AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 12
810 25' W AND 25' E FROM THE SW CORNER OF BLOCK A, PAD 12
811 :)5' W AND 25' E FROM THE SW CORNER OF BLOCK B, PAD 1
812 25' W AND 25' E FROM THE SW CORNER OF BLOCK B, PAD 1
813 25' W AND 25' E FROM THE SW CORNER OF BLOCK B, PAD 2
814 :~5' W AND 25' E FROM THE SW CORNER OF BLOCK B, PAD 2
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~ted,
Our test results and reports are for the exclusive USe of the Client (and their designated ¢eCiplent s on file in our office) and shall not be ?eproduced and/or distrlbutea except with express approval of
ALPHA Theuseofournameandtestresultsmustrecelveourwn~tenapp¢oval Tes~resu~tsandrep~rt~ap~y~n~y~t~esamp~estested~nd~r~bser~$dandaren~tindicative~fthequa~i~es~f
Geotechnical Engineering / Construction Materials Testing /, Environmental Engineering / Consulting
ALPHA T£STING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/29/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-78B
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY OENSITY MOISTURE DRY DENSITY COMPACTION
NO.3EPTH '-,,~ NUMBER % PCF % PCF
815 03/29/05 FG-4.5 4 23.5 96.5 31.3 90 93 1-A
BUILDING PAD
815 25' N AND 25' E FROM THE SW CORNER OF BUILDING B, PAD 3
FILL
NATURALSUBGRADE
LIME STABILIZED
CEMENTTREATED
*A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATtONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIPICATIONS Respectfully Submitted,
D. RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reports are for the exclusive use o[ the Client (and their designated recipients on file in our office) and sha~l not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and lest results must recelve our written approvai Test resu[(s and reports apply only to the samples tested andlor observed anaarenotindiCativeofthequal~tie$of
Geotechnical Engineering / Construction Materials Testing / Environmental Eng/neering / Consulting