Villas at LV-LR050405ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
~zll~, Texas 75229
972/620-8911 - 972/263-4~37 (Metro)
FAX: ~72/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
C/O DOWDEY, ANDERSON AND ASSOCIATES
PLANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SlTU SWELL
POTENTIAL
DATE: 04/05/05
OUR REPORT NO.: 04773-83
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 (~CF) SWELL
QC-42 04/05/05 BLOCK B PAD 19 (FG-1.0') DARK BROWN CLAY 30.8 31.0 1.25 90.9 0.36%
QC-43 04/05/05 BLOCK B PAD 4 (FG-I.0') DARK BROWN CLAY 29.8 30.3 1.25 90.9 0.47%
QC-44 04/05/05 BLOCK B PAD 5 (FG-I.0') DARK BROWN CLAY 30.9 31.6 1.25 91.1 0.41%
QC-45 04/05/05 BLOCK B PAD 3 (FG-1.0') DARK BROWN CLAY 30.3 30.7 1.50 93.0 0.52%
QC-46 04/05/05 BLOCK B PAD 1 (FG-4.0') DARK BROWN CLAY 30.4 30.8 1.25 91.4 0.31%
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 Wiscon~n St., Su~te
~:~las, Texas 75229
972/620-8911 - 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: 04/05/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
(MASS GRADING ONLY)
COPPELL, TEXAS
OUR REPORT NO.: 04773-92
TEST DATA:
TEST DATE __~ ELEV SOIL ID o~n~uu M~tlMUM L~B IN ~ IN PLACE PE~CE~T COMMENT'
' MO~TURE ~ ~ MOISTURE DRY DEN81~ COMPACTION
NO.DEFTH ~ NUMBER % PCF % I:'CF
949 04105105 FG-0.5 2 21.0 103 21.3 104 100 1-A
950 04/05105 FG 2 21.0 103 22.1 101 98 1-A
951 04105/05 FG-O.5 2 21.0 103 21.0 100 97 1-A
952 04/05105 FG 2 21.0 103 21.7 101 98 1 -A
953 04/05/05 FG-0.5 2 21.0 103 22.3 100 97 1-A
954 04/05/05 FG 2 21.0 103 21.9 102 99 1-A
955 04/05/05 FG-0.5 2 21.0 103 21.0 103 100 1-A
TEST LOCATION: BUILDING PAD
949 ~0' N AND 20' E FROM THE SW CORNER OF BLOCK D~ PAD 1
950 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 1
951 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 2
952 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 2
953 20' N AND 20' E FROM THE SW CORNER OF BLOCK D~ PAD 3
954 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 3
955 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 4
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECiFICATiONS
B PERCENT COMPACTION [X~S NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN P[.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Respect~JIl¥ Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /~ Construction Materials Testing/~ Environmental Engineering/~ Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite
Do#os, Texas 75229
972/620-8911 - 972/263~37 (Metro)
FAX: 972~406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, UP.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 04/05/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
(MASS GRADING ONLY)
COPPELL, TEXAS
OUR REPORT NO.: 04773-92A
TEST DATA:
TEST DATE ~ELEV SOIL ID O;mUUU MAXJMUM LAB IN PLACE IN ~ PERCENT
MO~TURE DRY (~"N~ITY MOIS"PJRE DRY DENSI'P( COMMENT*
NO.DEFrrH~ NUMBER % ~cF % ;,CF COMPACnOr~
956 04/05/05 FG 2 21.0 103 22.1 101 98 I-A
957 04/05/05 FG-0.5 2 21.0 103 21.8 102 99 I-A
958 04/05105 FG 2 21,0 103 23.9 100 97 1-A
TEST LOCATION: BUILDING PAD
956 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 4
957 20' N AND 20' E FROM THE SW CORNER OF BLOCK D~ PAD 5
958 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 5
I FILL ° A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STAI~ILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4 CEMENTTREATED D. RETEST
ALPHA TESTING, INC
Geotechnical Engineering ~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
DolIOS, 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: 04/05105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-88
TEST DATA:
TEST ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~,,h NUMBER MOISTURE% DRY PcFIDENSI~ MOISTURE% DRY PcFDENSITY COMPACTION COMMENT*
899 04/05/05 FG-0.5 4 23.5 96.5 24.4 94 97 1-A
900 04~05~05 FG 4 23.5 96.5 24.1 94 98 1-A
901 04/05/05 FG-0.5 4 23.5 96.5 23.5 97 100 1-A
902 04/05~05 FG 4 23.5 96.5 25.3 93 96 1-A
903 04/05/05 FG-0.5 4 23.5 96.5 24.9 95 98 1-A
904 04/05/05 FG 4 23.5 96.5 25.9 92 96 1-A
905 04/05/05 FG-05 4 23.5 96.5 26.7 92 95 1-A
TEST LOCATION: BUILDING PAD
899 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 2
900 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 2
901 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 3
902 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 3
903 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 4
904 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 4
905 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 5
FILL
NATURALSUBGRADE
LIME STABILIZED
CEMENTTREATED
*A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
S PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT iN PLACE MOISTURE DOES NOT COMPLY W~TH SPECIFICATIONS
D RETEST
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Cl~enl (and their designated recJpie[~s on file in our off, ce) and sharl ~lot be reproduced and/or distnbuted except With express app¢oval of
ALPHA Theuseofournameandtestresutlsmustrecelveourwril~enapproval Testresu~tsandrep~rtsappty~n¥t~thesamp~estestedand/~r~bser~edandaren~tindicative~fthequa~lties~f
apparently identiCal or sit,Jla r specimens
Geotechnical Engineering / Construction Materials Testing I Environmental Engineering /;- Consulting
ALPHA TESTING, INC.
3209 Wisconsin St., Suite 100
Dollos, Texas 75229
972/620-8911 - 972/263-4¢37 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/05/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-88A
TEST DATA:
TEST ~ELEV SOIL ID CPTIMUM MAXIMUM ~ IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ MOISTURE DRY DENSITY MOISTURE DRY DENSI~' COMMENT*
NUMBER % PCF % PCF COMPACTION
906 04/05/05 FG 4 23.5 96.5 24.9 94 98 1-A
907 04/05/05 FG-0.5 4 23.5 96.5 26.3 92 95 1-A
908 04/05/05 FG 4 23.5 96.5 24.3 94 97 1-A
909 04/05105 FG-0.5 4 23.5 96.5 25.7 93 97 1-A
910 04/05~05 FG 4 23.5 96.5 26.7 92 95 1-A
911 04/05/05 FG-0.5 4 23.5 96.5 24.2 94 98 1-A
912 04/05/05 FG 4 23.5 96.5 25.6 93 96 1-A
TEST LOCATION: BUILDING PAD
906 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 5
907 Z0' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 6
908 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 6
909 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 7
910 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 7
911 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 8
912 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 8
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
D RETEST
Respectfully Subm~ted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering I; Construction Materials Testing f? Environmental Engineering /.'~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos, Texos 7522~
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: 04/05/05
PROJECT:
VILIAS ATIAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-88B
TEST DATA:
TEST DATE DE~ SOIL ID OP'nMUM MAXIMUM LAB iN PLACE IN PLACE
' MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT
NO, NUMBER % I=CF % PCF COMPACTION COMMENT*
913 04/05~05 FG-0.5 4 23.5 96.5 24.2 95 98 1-A
914 04/05/05 FG 4 23.5 96.5 26.0 93 97 1-A
915 04/05/05 FG-0.5 4 23.5 96.5 24.1 94 97 1-A
916 04/05105 FG 4 23.5 96.5 24.6 96 99 1-A
917 04/05/05 FG-0.5 2 21.0 103 23.4 99 96 1-A
918 04/05/05 FG 2 21.0 103 23.5 98 95 1-A
TEST LOCATION: BUILDING PAD
913 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 9
914 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 9
915 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 10
916 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 10
917 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 21
918 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 21
FILL
NATURALSUBGRADE
LIME STABILIZED
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 SubmRled,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the e xc~usive use of the Crient (and their designated recipients on file in our office) and sha~l not be reproduced and/or distributed except ~th express approval of
ALPHA The use el our name and [est results must receive our written approval Test results and reporis apply on~y to the samples tested ancO/or observed and are riot indicative of the qual~JeS of
Geotechn/cal Engineering /. Construction Materials Testing /. Environmental Engineering /~ Consulting