Villas at LV-LR050325ALPHA TESTING, INC.
220{) Wisconsin St., Suite 100
Do~lOs, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON AND ASSOCIATES
PIANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SITU SWELL
POTENTIAL
DATE: 03/25/05
OUR REPORT NO.: 04773-76
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENE3'RO- WEIGHT PERCENT
MOISTURE MOISTURE METER {PCF) SWELL
QC-39 03/25/05 BLOCK B PAD 11 (FG-I.0') TAN CLAY 20.9 21.4 1.75 96.6 0.28%
QC-40 03/25/05 BLOCK C PAD 22 (FG-4.0') TAN CLAY 19.7 20.7 2.25 96.3 0.68%
QC-41 03/25/05 BLOCK C PAD 25 (FG-3.0') TAN CLAY 21.3 21.7 1.75 96.4 0.35%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /,~- Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dolk~, Texas 75229
972/620-8911 - 972/263~7 (Metro)
FAX: 972/406-602___3
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P. DATE: 03/25/05 . ,
DOWDEY, ANDERSON & ASSOCIATES ~
PIANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA pHASE ONE (Ma~ grading only) OUR REPORT NO.: 04773-74
COPPELL, TEXAS
TEST DATA:
TEST DATE _~'~,~_. ELEV. ,SOIL ID (~11MUM MAXIMUM ~ IN PLACE IN Ft..~CE P~RCENT COMMENT*
NO.DEPTH ~,,~ NUMBER ~, ;,cF % P~
750 03/25/05 SG 4 23.5 96.5 29.6 93 96 2-A
751 03/25/05 SG 4 23.5 96.5 30.9 93 96 2-A
752 03/25/05 SG 4 23.5 96.5 28.5 94 98 2-A
753 03/25/05 FG-2.0 5 16.5 110.5 18.3 105 95 1-A
754 03/25/05 FG-I.5 5 16.5 110.5 17.7 105 95 1-A
755 03/25/05 FG-1.0 4 23.5 96.5 29.6 94 97 1-A
756 03/25/05 FG-2.0 5 16.5 110.5 17.6 105 95 1-A
BUILDING PAD
750 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 1
751 20' N AND 30' W FROM THE SE CORNER OF BLOCK B~ PAD 2
752 20' N AND 30' W FROM THE SE CORNER OF BLOCK Bt PAD 3
753 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 16
754 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 16
755 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 16
756 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 17
I FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATE[~
* A iNPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WI~ SPECIFICATIONS Respectfully Submitted[.
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /~ Construction Materials Testing/:~ Environmental Engineering/:~ Consulting
ALPHA TESTING, INC.
2209 W~con~n St,, Suite 100
Dc#los, Texos 75229
972/620-8911 - 972/263-4~37 CMe~o)
FA~' 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/25/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-74A
TEST DATA:
TEST DATE , SOIL ID MOISTURE DRY OEN~TY MOISTURE DRY DENSITY COMPACTION
NO. NUMBER ~ ~CF % ~CF
757 03/25105 FG-1.5 5 16.5 110.5 18.6 106 95 1-A
758 03/25105 FG-1,0 5 16.5 110.5 18.3 106 96 1-A
759 03/25105 FG-2.0 5 16.5 110.5 18.0 105 95 1-A
760 03/25/05 FG-1.5 5 16.5 110.5 19.0 105 95 1-A
761 03/25/05 FG-1.0 4 23.5 96.5 30.1 93 97 1-A
762 03/25/05 FG-2.0 5 16.5 110.5 20.7 103 94 1-A
763 03/25/05 FG-1.5 4 23.5 96.5 30.2 92 96 1 -A
)CATION: BUILDING PAD
757 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 17
758 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 17
759 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 18
760 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 18
761 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 18
762 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 19
763 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 19
I 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 Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering/~ Construction 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 - W£LWOOD HOMES, L.P.
DOWDEY, ANDI::RSON & AssOCIATE"$
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03~25~05
PROJECT:
VILLAS AT ~KE VISTA PHASE ONE (Mass grading MN)
COPPELL, TEXAS
OUR REPORT NO.: 04773-74B
TEST DATA:
TEST DATE __'~_.. ELEV. SOIL ID O~MUM MAXIMUM LAB IN pLACE IN P!..~E PERCENT COMMENT*
NO.DEPTH '~ NUMBER % PcF % PCF
764 03/25/05 FG-1.0 4 23.5 96.5 28.5 95 98 1-A
765 03/25/05 FG-1.5 4 23.5 96.5 29.4 92 95 1-A
766 03/25/05 FG-1.0 4 23.5 96.5 28.6 91 95 1-A
767 03/25/05 FG-1.5 4 23.5 96.5 29.5 94 97 1-A
768 03/25/05 FG-1.0 4 23.5 96.5 30.1 91 94 1 -A
769 03/25/05 FG-1.5 4 23.5 96.5 29.3 95 98 1-A
770 03/25105 FG-1.0 4 23.5 96.5 29.8 91 94 1-A
BUILDING PAD
764 20' N AND 30' W FROM THE SE CORNER OF BLOCK B, PAD 19
765 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 1
766 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 1
767 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 2
768 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 2
769 !0' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 3
770 20' N AND 30' W FROM THE SE CORNER OF BLOCK A, PAD 3
FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A iNPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICAT~ONS
B PERCENT COMPACTION OOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~d,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /~ Construction Materials Testing/~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
~209 Wisconsin St., Su#e 100
Dallas, Tex~ 75229
972/620-8~11 - 972/263-4~37 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/25/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading o~ly) OUR REPORT NO.: 04773-74C
COPPELL, TEXAS
TEST DATA:
TEST DATE __~_..ELEV SOIL ID C~VT1MUM MAXIMUM [AB IN Pt~C£ IN PLACE PERCENT COMMENT*
NO.DEPTH ~ NUMBER % PcF % PcF
771 03/25/05 FG-2.0 4 23.5 96.5 30.0 92 95 1-A
772 03/25/05 FG-I.5 4 23.5 96.5 31.2 92 95 1-A
773 03/25/05 FG-I.0 4 23.5 96.5 31.5 89 93 1-A
774 03/25/05 FG-2.5 4 23.5 96.5 29.6 91 94 1-A
775 03/25/05 FG-2.0 4 23.5 96.5 31.3 91 94 1-A
776 03/25/05 FG-1.5 4 23.5 96.5 28.7 91 94 1-A
777 03125105 FG-1.0 4 23.5 96.5 28.7 93 96 1-A
TEST LOCATION: BUILDING PAD
771 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 4
772 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 4
773 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 4
774 20' N AND 20' W FROM THE SE CORNER OF BLOCK A~ PAD 5
775 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 5
776 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 5
777 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 5
FILL
2 NATURAL SU~GRADE
3 LIME STABILIZED
4 CEMENT TREA3~ED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
S PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
CHARLES WILMAMS
ALPHA TESTING, INC.
Geotechnical Engineering /.~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
~ Wisconsin St., Suite
Oollas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/25/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-74D
TEST DATA:
TEST DATE ~ELEV SOIL ID O~nUUM MAXIMUM ~ iN Pt~CE IN PLAC,~
MOISTURE DRY DRN$1~'Y MOISTURE DRY DENSnY PERCENT COMMENT*
NO.DEPTH~ NUMBER % t=CF % PCF COMPACllON
778 03/25/05 FG-3.0 4 23.5 96.5 30.9 93 96 1-A
TEST LOCATION: BUILDING PAD
778 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 6
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 COM PLY WITH SPECIFICATIONS
PERCENT IN PLACE MOISTURE OOES NOT COMPLY WITH SPECIFICATIONS Respectfu~¥ Submitted,
CHARLES WILLIAMS
ALPHA ~STING, INC
Geotechnical Engineering ~ Construction Materials Testing ~ Environmental Engineering/~7 Consulting