Villas at LV-LR050307ALPHA TESTINg, INC.
220~ Wisconsin St,, Suite 100
~ll~Ts, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
PROJECT:
HAWKINS-WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON AND ASSOCIATES
PIANO, TEXAS
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SlTU SWELL
POTENTIAL
DATE: 03/07/05
OUR REPORT NO.: 04773-31
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INrrlAL FINAL HAND DRY UNiT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENETRO- ~NEIGHT PERCENT
M(NSTURE MOISTURE METER (PCF) SWELL
QC-~ 03/07/05 BLOCK A PAD 26 (FG-I.0') DARK BROWN CI~Y 26.7 27.1 1.25 95.2 0.23%
QC-7 03/07/05 BLOCK A PAD 31 (FG-1.0') DARK BROWN CLAY 26.0 26.8 1.75 96.2 0.55%
QC-8 03107105 BLOCK A PAD ~ (FG-4.0') DARK BROWN CLAY 27.4 27.7 1.75 95.5 0.51%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfu I~ Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Our [est ~esults and tepo~ts are for the exclusive use of the Client (and ~t3eir designated ~pients on file in our office] and shall not be reproduced and/or distributed except ~*~th express approval of ALPHA The use of our
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering /,~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#as, 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.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/07/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-27
TEST DATA:
TEST DATE ~ ELEV. SOIL ID O~nUuu MAXIMUM Le~ IN KE IN PL~E PERCENT COMMENT*
NO.DEI~TH "~ NUMBER % PCF % PCF
146 03/07~05 SG 2 21.0 103 22.6 101 98 2-A
147 03/07/05 SG 2 21.0 103 24.2 98 95 2-A
148 03107~05 SG 2 21.0 103 21.2 101 98 2-A
149 03/07~05 SG 2 21.0 103 23.9 98 96 2-A
150 03107105 FG-4.5 2 21.0 103 22.6 100 97 1 -A
151 03~07~05 FG-4.0 2 21.0 103 24.1 98 95 1-A
152 03/07/05 FG-4.5 2 21.0 103 23.5 100 97 1-A
TEST LOCATION: BUILDING PAD
146 20' N AND 20' E FROM THE SW CORNER OF BLOCKA, PAD 17
147 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 18
148 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 19
149 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 20
150 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 17
151 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 17
152 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 18
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 COM PLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering/:~ Consulting
ALPHA TESTIN( , INC.
220~ Wlscor~n St., Suite I00
Doffos, Texos 7522~
972/620-8911 * 972/2d3-~37 (Metro)
FAX:
TESTED FOR: HAWKINS - WELWOOD HOMES, LP.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03~07~05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mau grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-27A
TEST DATA:
TEST DATE _~ ELEV. SOIL ID O~IMUM MAXJMUM LAB IN PEACE ~N PLACE FERCE~rr COMMENT*
NO.DEPTH ~,t NUMBER % ~=CF % ~
153 03/07/05 FG~,.0 2 21.0 103 22.0 101 98 1-A
154 03/07/05 FG-4.5 2 21.0 103 24.1 99 96 1-A
155 03107/05 FG-4.0 2 21.0 103 23.8 99 96 1-A
156 03/07/05 FG-4.5 2 21.0 103 24.1 100 97 1-A
157 03/07105 FG-4.0 2 21.0 103 23.7 99 96 1-A
TEST LOCATION: BUILDING PAD
153 20' N AND 20' E FROM THE SW CORNER OF BLOCKA, PAD 18
154 20' N AND 20' E FROM THE SW CORNER OF BLOCKA, PAD 19
155 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 19
156 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 20
157 !0' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 20
FILL
NATURAL SUBGRADE
LIME STABILIZED
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, ~NC
Geotechnical Engineering F~ Construction Materials Testing/:~ Environmental Engineering/~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
DO#os, Texos 75229
972/620~911 - 972_/263-4~37 (Mefro)
Fa, X: 972/405-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03~07~05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-29
TEST DATA:
TEST DATE __~._.. ELEV I SOIL ID o~nuuu MAXIMUM ~B IN PLACE IN PLACE PERCENT COMMENT*
NO.3EPTH ~ NUMBER % Pc~ % PCF
158 03/07/05 FG-I.0 2 21.0 103 24.4 98 95 1-A
159 03~07~05 FG-1.0 2 21.0 103 24.7 98 95 1-A
160 03~07~05 FG-1.0 2 21.0 103 24.2 98 95 1-A
161 03/07/05 FG-1.0 2 21.0 103 24.0 98 95 1-A
162 03107/05 FG-1.0 2 21.0 103 22.9 100 97 1-A
163 03107/05 FG-1.0 2 21.0 103 22.0 101 98 1-A
164 03~07~05 SG 2 21.0 103 23.1 100 97 2-A
TEST LOCATION: BUILDING PAD
158 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 27
159 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 28
160 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 29
161 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 30
162 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 31
163 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 32
164 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 9
FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A IN PLACE PERCENT MOISTURE AND P~RCENT COMPACTION COMPLY WITH SPECIFICATIONS
{~ PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOEE NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering /:b Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#as, 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.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/07/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-29A
TEST DATA:
TEST DATE _ ~ ELEV SOIL ID OPTIMUM lU~,XJMUM LAB IN PLACE IN PLACE PERCENT COMMENT'
NO.3EPTH ~ NUMBER % Pc~ % PcF
165 03/07/05 SG 2 21.0 103 23.6 99 96 2-A
166 03/07/05 SG 2 21.0 103 23.1 99 97 2-A
167 03/07105 SG 2 21.0 103 23.2 98 96 2-A
168 03/07105 SG 2 21.0 103 23.1 100 97 2-A
169 03/07~05 SG 2 21.0 103 22.6 100 97 2-A
170 03/07~05 SG 2 21.0 103 24.0 98 95 2-A
171 03/07/05 SG 2 21.0 103 23.7 98 96 2-A
TEST LOCATION: BUILDING PAD
165 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 10
166 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 11
167 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 12
168 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 13
169 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 14
170 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 15
171 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 Respect/ully Subm~ted,
CHARLES WILLIAMS
ALPHA TESTING, rNC
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering /~ Consulting