Villas at LV-LR050319ALPHA TESTING, INC.
220~ Wisconsin St.. Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406~023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/19/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-61
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 ~ NUMBER % pcF % PCF
595 03/19/05 SG 2 21.0 103 24.0 100 97 2-A
596 03/19/05 SG 2 21.0 103 22.3 100 97 2-A
597 03/19/05 SG 2 21.0 103 22.5 104 101 2-A
598 03/19/05 SG 2 21.0 103 22.9 99 97 2-A
599 03/19/05 SG 2 21.0 103 24.5 99 96 2-A
600 03/19/05 SG 2 21.0 103 23.7 100 97 2-A
601 03/19/05 SG 2 21.0 103 24.0 99 96 2-A
TEST LOCATION: BUILDING PAD
595 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 1
596 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 2
597 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 3
598 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 4
599 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 5
600 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 6
601 20' N AND 20' E FROM THE SW CORNER OF BLOCKA, PAD 7
FILL
NATURALSUSGRADE
LIME STABILIZED
CEMENTTREATED
* A tN 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 Engineering / 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
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/19/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-61A
TEST DATA:
TEST ~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENStTY klOISTURE ORY DENSITY COMPACTION COMMENT*
NO. DATEDEPT~....% NUMBER % PCF % PCF
602 03/19/05 SG 2 21.0 103 22.7 100 97 2-A
603 03/19/05 FG-2.5 3 11.5 121 13.9 117 96 1-A
604 03/19/05 FG-2.0 3 11.5 121 13.3 118 98 1-A
605 03/19/05 FG-1.5 3 11.5 121 13.2 117 97 1-A
606 03/19/05 FG-1.0 3 11.5 121 11.8 116 96 1-A
607 03/19/05 FG-2.5 5 16.5 11Q5 18.8 108 97 1-A
608 03/19/05 FG-2.0 5 16.5 110.5 19.9 103 94 1-A
TEST LOCATION: BUILDING PAD
602 20~ N AND 20! E FROM THE SW CORNER OF BLOCK A, PAD 8
603 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 13
604 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 13
605 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 13
606 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 13
607 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 14
608 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 14
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 Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnlcal Engineering / Construction Matenals Testing / Environmental Engineering /;' Consulting
ALPHA TESTING, INC.
~209 Wisconsin ~t., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 [Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, bP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/19105
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-61B
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT COMMENT*
MOISTURS DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.~EPTH '~ NUMBER % Pcr % PCF
609 03/19/05 FG-1.5 5 16.5 110.5 18.1 106 96 1-A
610 03/19/05 FG-1.0 5 16.5 110.5 19.5 107 96 1-A
611 03/19105 FG-2.5 5 16.5 110.5 17.9 107 97 1-A
612 03/19/05 FG-2.0 3 11.5 121 14.3 118 98 1-A
613 03/19/05 FG-I.5 3 11.5 121 13.7 116 96 1-A
614 03/19/05 FG-1.0 3 11.5 121 13.3 119 98
615 03/19/05 FG-2.5 3 11.5 t21 12.8 119 98 1-A
TEST LOCATION: BUILDING PAD
609 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 14
610 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 14
611 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 15
612 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 15
613 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 15
614 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 15
615 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 16
I 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 Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I' 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
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/19/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-61C
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.3EPTH ~..~ NUMBER % PCF % PCF
616 03/19/05 FG-2.0 5 16.5 110.5 17.8 105 95 1-A
617 03119/05 FG-1.5 5 16.5 110.5 20.4 105 95 1-A
618 03/19/05 FG-I.0 5 16.5 110.5 19.6 104 94 1-A
619 03/19/05 FG-4.0 3 11.5 121 13.2 119 98 1-A
620 03/19/05 FG-3.5 3 11.5 121 14.0 118 97 1-A
621 03/19/05 FG-4.0 4 23.5 96.5 30.8 90 93 1-A
622 03/19105 FG-3.5 4 23.5 965 29.2 93 96 1-A
TEST LOCATION: BUILDING PAD
616 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 16
617 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 16
618 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 16
619 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 9
620 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 9
621 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 10
622 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 10
I 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 Respect fully Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
~20~ 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
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/19/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-61D
TEST DATA:
TEST DE~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
NO. DATE NUMBER MOISTURE% DRYPcFOENSITY MOISTURE% DRYPcFDENSITY COMPACTION
623 03/19/05 FG-4.0 2 21.0 103 23.0 100 97 1-A
624 03/19/05 FG-3.5 2 21.0 103 22.8 98 96 1-A
625 03/19/05 FG-4.0 4 23.5 96.5 28.8 92 96 1-A
626 03/19/05 FG-3.5 4 23.5 96.5 28.5 91 95 1-A
627 03/19/05 FG-4.5 5 16.5 110.5 18.7 106 96 1-A
628 03/19/05 FG-4.0 5 16.5 110.5 19.2 105 95 1-A
629 03/19/05 FG-3.5 5 16.5 110.5 20.0 103 93 1-A
TEST LOCATION: BUILDING PAD
623 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 11
624 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 11
625 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 12
626 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 12
627 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 1
628 20' N AND 20' E FROM THE SW CORNER OF BLOCKA, PAD 1
629 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 1
I 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 Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering / Construction Materials Testing / En vlronmental Eng/neenng /, Consulting
ALPHA TESTING, INC.
3209 Wisconsin St., Suite 100
Da//as, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
C/O DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/19/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-61E
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE ~N PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO DATE NUMBER % PCF % PCF COMPACTION
630 03/19/05 FG-4.5 5 16.5 110.5 19.1 105 95 1-A
631 03/19/05 FG-4.0 5 16.5 110.5 18.7 105 95 1-A
632 03/19/05 FG-3.5 5 16.5 110.5 18.4 106 96 1-A
633 03/19/05 FG-4.5 5 16.5 110.5 19.8 103 93 1-A
634 03/19/05 FG-4.0 5 16.5 110.5 17.5 107 97 1-A
635 03/19/05 FG-3.5 5 16.5 110.5 17.5 105 95 1-A
636 03/19/05 FG-4.5 5 16.5 110.5 18.1 105 95 1-A
TEST LOCATION: BUILDING PAD
630 20' N AND 20' E FROM THE SWCORNER OF BLOCKA, PAD 2
631 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 2
632 20' N AND 20' E FROM THE SW CORNER OF BLOCKA, PAD 2
633 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 3
634 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 3
635 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 3
636 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 4
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respect fully Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, iNC.
Geotechnical Engineering ' Construction Mater/als Testing / Environmental Engineering / Consulting
ALPHA 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: 03/19/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-61F
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB tN PLACE tN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO.;3EPTH '~ NUMBER % PCF % PCF COMPACTION
637 03119/05 FG-4.0 5 16.5 110.5 18.0 107 97 1-A
638 03/19/05 FG-3.5 5 16.5 110.5 19.9 106 96 1-A
TEST LOCATION: BUILDING PAD
637 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 4
638 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 4
I FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
* A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPEClFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
O RETEST
ALPHA T[STING, lNG
Our test results and reports are for the exclusive use of the Chent (and their designated recipients on file in our office} and sholr not be reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtest(esultsmus~rece~veourwrlttenapproval Tes~resullsandreportsappl¥onlytothesamp~estestedandlorobserved andarenolindJcativeoflhequalitiesof
Geotechmcal Engineering / Construction Materials Testing ,/ Environmental Engineering /, Consulting