Villas at LV-LR050308ALPHA TESTING, INC.
~209 Wisconsin St,, Suite 100
Dallas, Texas 75229
972/620~¢11 - 972/263-4¢37 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/08/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-32
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
172 03/08/05 FG-4.5 2 21.0 103 23.4 99 96 1-A
173 03/08/05 FG-4.5 2 21.0 103 22.5 100 97 1-A
174 03/08/05 FG-4.5 2 21.0 103 22.1 101 98 1-A
175 03/08~05 FG-4.5 2 21.0 103 24.5 100 97 1-A
176 03/08/05 FG-4.5 2 21.0 103 23.4 99 96 I~A
177 03108/05 FG-4.5 2 21.0 103 24.3 99 97 1-A
178 03/08/05 FG-4.5 2 21.0 103 23.1 99 97 1-A
TEST LOCATION: BUILDING PAD
172 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 9
173 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 10
174 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 11
175 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 12
176 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 13
177 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 14
178 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 15
FILL
NATURALSUBGRADE
LIME STABILIZED
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
O RETEST
CHARLES WILLIAMS
ALPHA TESTING, iNC
Geotechnical Engineering ,' Construction Materials Testing / Environmental Engineering /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dollos, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/08/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-32A
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DATE NUMBER % PCF % PCF COMPACTION
179 03/08/05 FG-4.5 2 21.0 103 22.0 100 97 1-A
180 03/08/05 FG-3.5 2 21.0 103 25.0 98 95 1-A
181 03/08/05 SG-3.0 2 21.0 103 24.1 99 97 1-A
182 03/08/05 SG-3.5 2 21.0 103 22.8 100 97 1-A
183 03108105 SG-3.0 2 21.0 103 22.2 100 98 1-A
184 03/08/05 SG-3.5 2 21.0 103 23.8 100 97 1-A
185 03/08/05 SG-3.0 2 21.0 103 23.3 100 97 1-A
TEST LOCATION: BUILDING PAD
179 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 16
180 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 17
181 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 17
182 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 18
183 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 18
184 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 19
185 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 19
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPEClFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Respectfully Subm~ed,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Our Iest results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and Shall nol be reproduced and/or distributed except wi~h express approva~ of
ALPHA The use of our name and test (esults must receive our wntten approval Test resulls and reports apply only to the samples tested and/or observed and are not indicative of the qualities of
Geotechnical Engineenng I Construction Materials Testing / Envt7onmental Engineering I' 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, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03108/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-33
TEST DATA:
TEST DATE DE~ SOIL ID O~T~MUM MAXIMUM LAB IN PLACE IN PLACE
MOISTURE DRY DENSI~¢ MOISTURE DRY DENSITY PERCENT
NO. NUMBER % PCF % PCF COMPACTION COMMENT*
186 03/08/05 FG-3.5 2 21.0 103 22.1 101 98 1-A
187 03/08/05 FG-3.0 2 21,0 103 22.0 100 97 1-A
188 03/08~05 FG-3.5 2 21.0 103 22,7 98 96 1-A
189 03/08/05 FG-3.0 2 21.0 103 23.5 99 96 1-A
190 03/08/05 FG-2.5 2 21.0 103 22.5 101 98 1-A
191 03/08/05 FG-3.5 2 21,0 103 22,9 99 96
192 03/08/05 FG-3.0 2 21.0 103 22.6 100 98 1-A
TEST LOCATION: BUILDING PAD
186 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 20
187 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 20
188 20' N AND 20' VV FROM THE SE CORNER OF BLOCK A, PAD 33
189 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 33
190 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 33
191 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 34
192 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 34
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,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engmeenhg /: Construction Materials Testing /: Environmental Engineering /; Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7~22~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/08/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-33A
TEST DATA:
TEST ~ DATE ~ ELEV. SOIL ~) OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
MOISTURE DRY DENSITY MOISTURE DRY OENSITY PERCENT COMMENT*
NO.3EPTH ~...~ NUMBER % PCF % PCF COMPACTION
193 03/08/05 FG-2.5 2 21.0 103 22.9 100 97 1-A
194 03/08/05 FG-3.5 2 21.0 103 221 101 98 1-A
195 03/08/05 FG-3.0 2 21.0 103 23.3 99 96 1-A
196 03108/05 FG-2.5 2 21.0 103 23.9 98 95 1-A
197 03/08/05 FG-2.0 2 21.0 103 22.9 100 97 1-A
TEST LOCATION: BUILDING PAD
193 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 34
194 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 35
195 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 35
196 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 35
197 20' N AND 20' W FROM THE SE CORNER OF BLOCK A, PAD 33
1 FILL
2 NATURAL SUSGRADE
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 Sub.ted
D RETEST
ALPHA TESTING, INC
Our test results and reports are for the excJusive use of the Client {end their designated recipients on file ~n OMi office) and shall not be reproduced and/oF distributed except with expless approval of
ALPHA The use of our name and test results must receive our written approval Test results and reports apply only Io the sempies tested and/or observed and are not indicative of the qualities of
apparently idenllCal or similar specimens
Geotechnical Engineering / Construction Materials Teshng / Environmental Engineenng / Consulting