Villas at LV-LR050321ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texos 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: 03/21/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-63
TEST DATA:
TEST CATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE :N PLACE
MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT*
NO.DEPTH ~ NUMBER % PCF % PCF COMPACTION
639 03/21/05 FG~,.5 4 23.5 96.5 28.7 92 95 1-A
640 03/21105 FG-4.0 4 23.5 96.5 31.0 89 93 1-A
641 03/21/05 FG-3.5 4 23.5 96.5 31.5 91 94 1-A
642 03/21/05 FG-3.0 4 23.5 96.5 29.2 94 97 1-A
643 03/21/05 FG-4.5 4 23.5 96.5 30.7 91 94 1-A
644 03/21/05 FG-4.0 4 23.5 96.5 29.6 90 94 1-A
645 03/21/05 FG-3.5 4 23.5 96.5 31.4 89 93 1-A
TEST LOCATION: BUILDING PAD
639 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 5
640 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 5
641 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 5
642 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 5
643 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 6
644 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 6
645 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 6
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
*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 SuS~itted,
D. RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering / Construction Materials Teshng /: Environmental Engineering /.'~ Consulting
ALPHA TESTING, INC.
:2209 Wisconsin St., Suite 100
Do#as, Texas 75229
972/620-8911 - 972/263-4~37 (Metro)
FAX: 972/406~023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/21/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-63A
TEST DATA:
TEST ~ ELEV. SOIL ID OP1~Mui~ M~(IMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY OENSITY COMPACTION COMMENT*
NO. DATE~EPTH~ NUMBER % PCF % PCF
646 03/21/05 FG-3.0 4 23.5 96.5 29.6 90 93 1-A
647 03/21/05 FG-4.5 4 23.5 96.5 30.3 90 93 1-A
648 03/21/05 FG-4.0 4 23.5 96.5 30.7 90 93 1-A
649 03/21105 FG-3.5 4 23.5 96.5 28.6 92 96 1-A
650 03/21/05 FG-3.0 4 23.5 96.5 30.4 90 94 1-A
651 03/21/05 FG-4.5 4 23.5 96.5 29.2 91 95 1-A
652 03/21/05 FG-4.0 4 23.5 96.5 29.7 90 93 1-A
TEST LOCATION: BUILDING PAD
646 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 6
647 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 7
648 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 7
649 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 7
650 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 7
651 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 8
652 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 8
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
D RETEST
· A iN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
Respectfully Subm~te~L
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechmcal Engineering /~ Construction Materials Testing /? Environmental Engineering /~' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~g~,..8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03121/05
OUR REPORT NO.: 04773-63B
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM I~LAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~,~,h NUMBER % PCF % PCF
653 03/21/05 FG-3.5 4 23.5 96.5 29.2 92 95 1-A
654 03/21/05 FG-3.0 4 23.5 96.5 28.5 93 96 1-A
655 03/21/05 FG-2.5 5 16.5 110.5 21.4 103 93 1-A
656 03121/05 FG-2.0 5 16.5 110.5 20.2 104 94 1-A
657 03121/05 FG-I.5 5 16.5 110.5 18.6 107 97 1-A
658 03/21/05 FG-I.0 5 16.5 110.5 20.1 103 94 1-A
659 03/21/05 FG-2.5 5 16.5 110.5 18.4 107 97 1-A
TEST LOCATION: BUILDING PAD
653 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 8
654 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 8
655 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 7
656 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 7
657 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 7
658 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 7
659 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 8
1 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
D RETEST
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
Respectfully SubmRted.
CHARLES WILLIAMS
ALPHA TESTING. INC
Geotechnical Engineering / Construction Materials Testing /. Environmental Engineering ½~ Consulting
ALPHA TESTING, INC,
2209 Wisconsin St., Suite 100
Do#os, Texos 75229
972/620-8¢11 - 972/263-4937 (Meh'o)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/21105
PROJECT:
VILLAS AT IAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-63C
TEST DATA:
TEST DATE ~)E~ SOIL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLACE PERCENT
MOISTURE DRY DENSI~' MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
660 03/21/05 FG-2.0 5 16.5 110.5 20.2 106 96 1-A
661 03121/05 FG-1.5 5 16.5 110.5 21.5 105 95 1-A
662 03/21/05 FG-1.0 5 16.5 110.5 17.8 106 96 1-A
663 03/21/05 FG-2.5 5 16.5 110,5 19.3 107 97 1-A
664 03/21/05 FG-2.0 5 16.5 110.5 19.0 108 98 1-A
665 03/21/05 FG-1.5 5 16.5 110.5 20.2 104 94 1-A
666 03/21/05 FG-I.0 5 16.5 110.5 21.4 105 95 1-A
TEST LOCATION: BUILDING PAD
660 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 8
661 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 8
662 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 8
663 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 9
664 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 9
665 ;'0' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 9
666 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 9
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFtCATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully S u bmiffed,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING~ lNG
Our test/esul(s and repods are for the exclusive use of the Client (and their designated recJpienls on file in our office) and shall not be reproduced and/or distnbuted except w]th express approval of
ALPHA The use of our name and test cesults must recelve our wntten approval Te$t resu~ and rep~rts app~y ~n~y ~ the sampies te$ted and/~r ~b~e~ed~ and are n~t ~ndicati~e ~f the qua~ities ~f
apparently identical or $i~lll&r specimens
Geotechnical Engineering / Construction Materials Testing /, Environmental Engineering /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, 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: 03/21/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-63D
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAJ~ IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO.DEPTH~ NUMBER % PCP % PCF COMPACTION
667 03/21/05 FG-2.5 5 16.5 110.5 19.2 106 96 1-A
668 03121/05 FG-2.0 5 16.5 110.5 20.t 104 95 1-A
669 03/21/05 FG-I.5 5 16.5 110.5 19.3 106 96 1-A
670 03/21105 FG-I.0 5 16.5 110.5 19.8 105 95 1-A
671 03/21/05 FG-2.5 5 16.5 110.5 19.7 106 96 1-A
672 03/21/05 FG-2.0 5 16.5 110.5 20.3 105 95 1-A
673 03121/05 FG-I.5 5 16.5 110.5 21.2 106 96 1-A
TEST LOCATION: BUILDING PAD
667 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 10
668 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 10
669 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 10
670 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 10
671 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 11
672 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 11
673 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 11
1 FILL
2 NATURALSUBGRAOE
3 LIME STABILIZED
4 CEMENTTREATED
· 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 Submiaed,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnicat Eng/neenng I Construction Mater/als Testing I Environmental Englneenng I? Consulting
ALPHA TESTING, INC.
3209 Wlscon~in St,, Suite 100
Dallos, 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: 03/21/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-63E
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PL~,CE IN PLACE PERCENT COMMENT*
MOISTURE DRY OENSITY MOISTURE DRY DE NSI'P¢ COMPACTION
NO,DEPTH ~,,h NUMBER % PCF % PCF
674 03/21/05 FG-1.0 5 16.5 110.5 20.3 105 95 1-A
675 03/21/05 FG-4.0 5 16.5 110.5 20.1 104 94 1-A
676 03/21/05 FG-3.5 5 16.5 110.5 19.2 103 93 1-A
677 03/21/05 FG-3.0 5 16.5 110.5 19.1 105 95 1-A
678 03/21/05 FG-2.5 5 16.5 110.5 20.5 105 95 1-A
679 03121/05 FG-2.0 5 16.5 110.5 19.8 104 94 1-A
680 03/21/05 FG-1.5 5 16.5 110.5 19.4 103 93 1-A
TEST LOCATION: BUILDING PAD
674 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 11
675 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 12
676 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 12
677 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 12
678 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 12
679 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 12
680 20' S AND 20' E FROM THE NW CORNER OF BLOCK B, PAD 12
1. FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
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 SPECIFICATIONS Respectfully SubmRted,
RETEST ,-
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and repofls are for the exclusive use of the Client {and their designated recJpients on file in our office) and shall not be reproduCed and/or distributed except wittl express approval of
ALPHA The use of our name and test results must receive our wntten approval Tes~ ¢esu~s and rep~r~s app~y ~n~y t~ ~he s~mp~e$ tes~ed and~r ~bsecved and are n~t ~ndicative of ~he quai~t~es ~f
apparently identical od sim~la~ specimens
Geotechnical Englneenng I Construction Materials Testing I Environmental Engineering /; Consulting