Villas at LV-LR050324ALPHA TESTINg, INC.
2209 Wisconsin St,, Suite 100
Dall~s, Texas 7522~
~72/620-8911 - 972/263-,d937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON AND ASSOCIATES
PLANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SlTU SWELL
POTENTIAL
DATE: 03/24/05
OUR REPORT NO.: 04773-70
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCSNT PENETRO- WEIGHT PERCENT
MOISTURE MOISTURE METER (PCF) SWELL
QC-35 03/24/05 BLOCKA PAD 1 (FG-I.0') DARK BROWN CLAY 31.6 32.1 1.25 90.3 0.40%
QC-36 03/24/05 BLOCK A PAD 8 (FG-I.0') DARK BROWN CLAY 32.4 32.9 1.50 92.8 0.44%
QC-37 03/24/05 BLOCK A PAD 11 (FG-I.0') )ARK BROWN CLAY 30.5 30.9 1.25 91.4 0.51%
QC-38 03124/05 BLOCK B PAD 5 (FG-4.0') DARK BROWN CLAY 31.6 32.1 1.25 92.1 0.45%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /;7 Construction Materials Testing /~ Environmental Engineering /? Consulting
ALPHA TESTING, INC.
220~ 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
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/24/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-73
TEST DATA:
TEST DATE D~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSI~ COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
729 03/24/05 SG 4 23.5 96.5 30.3 91 94 2-A
730 03/24/05 FG-4.5 4 23.5 96.5 29.1 90 93 I~A
731 03/24/05 FG-4.0 4 23.5 96.5 29.6 91 94 1-A
732 03/24/05 FG-3.5 4 23.5 96.5 29.0 91 95 1-A
733 03/24/05 FG-3.0 4 23.5 96.5 30.2 91 94 1-A
734 03/24/05 SG 4 23.5 96.5 28.6 91 94 2-A
735 03/24/05 FG-4.5 4 23.5 96.5 28.5 92 96 1-A
TEST LOCATION: BUILDING PAD
729 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 4
730 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 4
731 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 4
732 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 4
733 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 4
734 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 5
735 20' NAND 20' E FROM THE SW CORNER OF BLOCK B, PAD 5
FILL
2 NATURAL SUBGRADE
LIME STABILIZED
4 CEMENT TREATED
· A )N 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 Respectfully Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are foe the exclusive use of the Client (and their designated rectp~ents on file in our office) and shall not De reproduced and/or distributed except with express approval of
ALPHA TheuSeofournameandtestresul[smustreCelveourwrlttenapproval Testresu~tsandrep~ttsapp~y~n~yt~the$ampiestestedand~~r~b$erved,~nda~en~~jndicative~fthequa~ities~f
apparently identleaJ or similar specimens
Geotechmca/ Eng¢neenng / Construction Materials 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, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANe, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/24/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-73A
TEST DATA:
TEST DATE ___~.~ ELEV SOiL iD OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSI~¢ MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~ NUMBER % PCF % PCF
736 03/24/05 FG-4.0 4 23.5 96.5 29.7 91 94 1-A
737 03/24/05 FG-3.5 4 23.5 96.5 28.9 90 94 1-A
738 03~24/05 FG-3.0 4 23.5 96.5 30.1 90 93 1-A
739 03/24/05 FG-2.0 5 16.5 110.5 18.5 108 98 1-A
740 03/24/05 FG-I.5 5 16.5 110.5 19.5 107 97 1-A
741 03/24/05 FG-1.0 5 16.5 110.5 18.2 105 95 1-A
742 03/24/05 FG-2.0 5 16.5 110.5 19.4 106 96 1-A
TEST LOCATION: BUILDING PAD
736 )0' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 5
737 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 5
738 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 5
739 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 13
740 ;'0' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 13
741 :~0' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 13
742 ,20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 14
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
O RETEST
' A {NPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING. INC
Our test results and reports are for the exclusive use of the Client (and ttle~r designated recipients on fi~e in our officei and shall not De reproduced and/or ~istri~ated except w~th express approval of
Geotechnical Engineering / Construcbon Materials Testmg / Environmental Engineering /, Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Da#os, Texas 75229
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: 03/24/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-73B
TEST DATA:
TEST DATE __~.. ELEV SOIL ID OPTIMUM MAXIMUM LAB iN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~ NUMSER % PCF % PCF
743 03124~05 FG-I.5 5 16.5 110.5 17.5 105 95 1-A
744 03/24/05 FG-I.0 5 16.5 110.5 18.9 104 94 1-A
745 03~24/05 FG-2.0 5 16.5 110.5 18.7 108 97 1-A
746 03/24/05 FG-1.5 5 16.5 110.5 20.4 105 95 1-A
747 03/24/05 FG-1.0 5 16.5 110.5 18.7 104 94 1-A
748 03/24/05 SG 2 21.0 103 22.5 100 97 2-AD
749 03/24/05 SG 2 21.0 103 22.2 101 98 2-AD
TEST LOCATION: BUILDING PAD
743 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 14
744 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 14
745 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 15
746 :)0' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 15
747 ;'0' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 15
748 RETEST OF TEST #1 FROM 03/14/05
749 RETEST OF TEST ~4 FROM 03/14/05
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 SPECIEICATIONS
D RETEST
· A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test resu4m end reporls are for the exclusive use of the Client (and their designated rec~piems on file in our office) and shall not be reproduced and/or distnbuted except with express approval of
ALPHA Theuseofour~ameandteStresultsmustreceiveourwrpttenapproval TestresultSandreporisapp~yonlytothesamplestestedandlorobserved andarenotindicetiveofthequalitie$of
apparently ~dentical or similar specimens
Geotechnlcal Engineering / Construction Materials Testing / Environmental Engineen~Tg / Consulting