Villas at LV-LR050322ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Doll~.~ Texos 7522~
972/620-8911 - 972/263-4937 (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: 03~2/05
OUR REPORT NO.: 04773-66
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAl. FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENETRO- WEIGHT PERCENT
MOISTURE MOISTURE METER (PCF) SWELL
QC-27 03/22/05 BLOCK B PAD 11 (FG-4.0') DARK BROWN CLAY 32.8 33.5 1.25 91.6 0.40%
QC-28 03/22/05 BLOCK B PAD 8 (FG-4.0') )ARK BROWN CLAY 31.3 31.6 1.50 9!.9 0.43%
QC-29 03/22/05 BLOCK A PAD 14 (FG-1.0') TAN CLAY 23.1 23.8 1,75 95.2 0.29%
SPECIFICATIONS:
NOTES:
MAXIMUM SWELL OF 1% OR LESS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /2~ Construction Materials Testing lb Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da#os, Texos 75229
972/620~8911. 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, bP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/22105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-71
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN pLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MCISTURE DRY DENSITY COMPACTION
NO.DEPTH ~..~ NUMBER % PCF % PCF
681 03/22/05 FG-2.0 5 16.5 110.5 19.9 105 95 1-A
682 03~22/05 FG-I.5 5 16.5 110.5 19.8 103 93 1-A
683 03/22105 FG-1.0 5 16.5 110.5 19.0 105 95 1-A
684 03/22/05 FG-2.5 5 16.5 110.5 20.1 106 95 1-A
685 03~22~05 FG-2.0 5 16.5 110.5 20.0 104 94 1-A
686 03~22~05 FG-I.5 5 16.5 110.5 18.5 108 97 1-A
687 03/22/05 FG-2.0 5 16.5 110.5 18.5 104 94 1-A
TEST LOCATION: BUILDING PAD
681 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 21
682 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 21
683 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 21
684 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 22
685 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 22
686 :)0' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 22
687 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 23
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 PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~ed,
D RETEST
CHARLES WILL~AMS
ALPHA TESTING, INC
Geotechmcal Engineering / Construction Materials Teshng /, Environmental Engineering /' Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St,, Suite 100
Daflos, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
C/O DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/22105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-71A
TEST DATA:
TEST DATE ~ ELEV. SOfL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE ORY DENSITY COMPACTION
NO.3EPTH ~..~ NUMBER % PCF % I=CF
688 03/22/05 FG-1.5 5 16.5 110.5 17.7 109 98 1-A
689 03/22/05 FG-1.0 5 16.5 110.5 19.9 106 96 1-A
690 03/22/05 FG-1.0 5 16.5 110.5 18.5 104 94 1-A
691 03/22/05 FG-1.0 5 16.5 110.5 20.3 105 95 1-A
692 03/22/05 FG-1.0 5 16.5 110.5 17.6 106 96 1-A
693 03/22/05 FG-1.0 5 16.5 110.5 20.5 106 96 1-A
694 03/22/05 FG-3.0 4 23.5 96.5 31.6 92 95 1-A
TEST LOCATION: BUILDING PAD
688 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 23
689 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 23
690 20' N AND 30' W FROM THE SE CORNER OF BLOCK D, PAD 1
691 20' N AND 30' W FROM THE SE CORNER OF BLOCK D, PAD 8
692 20' N AND 30' W FROM THE SE CORNER OF BLOCK D, PAD 9
693 20' N AND 30' VV FROM THE SE CORNER OF BLOCK D, PAD 10
694 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 1
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
PERCENT IN PLACE MO~STORE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
· A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reporls are for the exclusive use of [ne C~ent (and their designated recipients on fi~e in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA Theuseofoulnameandtestresultsmustrecelveourw'rlt~enapproval Testresu~tsandrep~ttsapp~y~n~yt~thesan3p~este$tedand/~r~$erved~andaren~t~ndicative~Ithequa~i~es~f
apparently identiCal or sim/iai specimens
Geotechmcal Enoineerino / Construction Materials Testmq / Envlronmental Enclmeerina /:' Consuftinq
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#os, Tex~ 7522~
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: 03/22/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-71B
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM I.AB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~ NUMSER % PCF % PCF
695 03122~05 FG-2.5 4 23.5 96.5 30.3 90 93 1-A
696 03~22~05 FG-2.0 4 23,5 96.5 30.6 90 94 1-A
697 03/22/05 FG-3.0 4 23.5 96.5 31.5 90 94 1-A
698 03/22/05 FG-2.5 4 23.5 96.5 28.7 90 93 1-A
699 03/22105 FG-2,0 4 23.5 96.5 29.5 92 95 1-A
700 03/22/05 FG-3.0 4 23.5 96.5 30.1 90 94 1-A
701 03~22~05 FG-2.5 4 23.5 96.5 30.3 90 93 1-A
TEST LOCATION: BUILDING PAD
695 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 1
696 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 1
697 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 2
698 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 2
699 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 2
700 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 3
701 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 3
1. FILL
2. NATURALSUBGRADE
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 Respectfully Submitted,
D. RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Eng¢neenng /, Construct/on Materials Testing /, Environmental Engineering /; Consulting
ALPHA TESTING, INC.
~209 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
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/22/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-71C
TEST DATA:
TEST DATE ~ ELEV, SOIL ID om-~Muta MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSI~ COMPACTION COMMENT*
NO.DEPTH ~ NUMBER % PCF % ~CF
702 03122/05 FG-2.0 4 23.5 96.5 29.9 90 93 1-A
703 03/22/05 FG-3.0 4 23.5 96.5 29.4 91 95 1-A
704 03~22/05 FG-2.5 4 23.5 96.5 28.9 91 95 1-A
TEST LOCATION: BUILDING PAD
702 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 3
703 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 4
704 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 4
I FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
PERCENT IN pLACE MOISTURE DOES NOT COMPLY WITH SPEC~FICATIONS
RETEST
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reports are for the exclusive use of the Client {and their designated recipients on file in our office) arid shall riot 0e reproduced a/id/or distributed except W~th express approval of
ALPHA The use of our name and test results must receive our wnlten approval Test results end reports apply only to the samples tested and/or obserVed, ana are not indicative of the Qualities of
apparenlry identiCal or similar specimens
Geotechnical Engineering I; Construction Materials Testing /;' Environmental Engineering f," Consulting