Villas at LV-LR050404ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
D~Ilos. Texos 75229
972/620-8911 - 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: 04/04/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-84
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM M,a~tM U M LAB IN PLACE IN PLACE PERCENT
MOISTURE ORY DENSITY MOISTURE ORY DENSI3'~' COMPACTION COMMENT*
NO,DEPTH ~,,,h NUMBER % PCF % PCF
867 04/04/05 FG 5 16.5 110.5 18.3 107 97 1-A
868 04~04/05 FG 5 16.5 110.5 18.5 107 97 1-A
869 04/04105 FG 5 16.5 110.5 17.7 109 99 1-A
870 04/04/05 FG 5 16.5 110.5 17.7 108 98 1-A
871 04/04~05 FG 5 16.5 110.5 18.0 107 97 1-A
872 04/04/05 FG 5 16.5 110.5 17.3 108 98 1-A
873 04/04/05 FG 5 16.5 110.5 18.7 107 96 1-A
TEST LOCATION: BUILDING PAD
867 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 11
868 ~'0' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 12
869 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 13
870 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 14
871 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 15
872 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 16
873 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 17
I FILL *A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPEClFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Su~lmitted,
4 CEMENT TREATED D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
our test results and reports are for the exclusive use of the Client (an(~ their ~esignated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive our written approvat Test results arid reports apply only to the samples tested an:J/or observed, alld are not indicative of the qualities of
Geotechnical Engineering / Construction Materials Tesbng / Environmental Engineering /: Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollas, 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: 04/04/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-84A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE ;N PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO.3EPTH ~..~ NUMBER % PCF % PCF COMPACTION
874 04/04/05 FG 5 16.5 110.5 18.2 107 97 1-A
875 04104/05 FG 5 16.5 110.5 18.5 106 96 1-A
876 04/04/05 FG 5 16.5 110.5 18.5 107 97 1-A
877 04/04/05 FG 5 16.5 110.5 18.9 108 98 1-A
878 04/04105 FG 5 16.5 110.5 18.3 107 97 1-A
879 04/04/05 FG 5 16.5 110.5 17.0 109 99 1-A
880 04/04/05 FG 5 16.5 110.5 16.9 109 99 1-A
TEST LOCATION: BUILDING PAD
874 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 18
875 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 19
876 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 20
877 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 21
878 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 22
879 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 23
880 Z0' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 24
I FILL
2 NATURAL SUBGRADE
3 LIME STAEIILIZED
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 W~TH SPECIFICATIONS Respectfully Submitted,
D RETEST ~
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnica/ Engineering /. Construction Materiels Testing /: Environmental Engineering /? Consulting
ALPHA TESTING, INC.
~209 Wisconsin St., Suite 100
DCIIIos, 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: 04/04/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-84B
TEST DATA:
TEST ~ELEV SOIL ID oP~uM M~XlMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER i~IOISTU RE% DRY PcFDENSI~' MOISTURE% DRY PcFDENSITY COMPACTION COMMENT*
881 04/04/05 FG 5 16.5 110.5 18.2 107 97 1-A
882 04/04/05 FG 4 23.5 96.5 25.8 91 95 1-A
883 04104105 FG 4 23.5 96.5 27.7 92 95 1-A
TEST LOCATION: BUILDING PAD
881 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 25
882 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 1
883 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 1
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATUF[AL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4 CEMENTTREATED D. RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test resulls aha repor[s are for Me exclusive use of the Client (and their designated rec~plen[s on file in our office) and si3al~ not be reproduCed and/or distdt~uted except witi3 express epprova~ of
ALPHA The use of our name an(~ test results must receive our wniten approval Test results and reporls apply only to the samples res[ed and/or observed and are not indicative of [he quati~es of
apparenlly ~entica~ or similar specimens
Geotechnica/ Engineering /; Construction Materials Testing /? Environmenta/ Engineering /.~ Consulting
ALPHA TESTING, INC.
~20~ Wisconsin St., Suite 100
Dollos, Texas 75229
972/620-8911 - ~72/263-4¢37 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/04/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORTNO,: 04773-86
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~,,,~ NUMBER MOISTURE% DRY PcFDENSITY MOISTURE% DRY PcFDENSITY COMPACTION COMMENT'
884 04/04/05 FG-I.0 5 16.5 110.5 18.7 107 96 I-A
885 04/04105 FG-0.5 5 16.5 110.5 19.2 106 96 1-A
886 04/04/05 FG-0.5 5 16.5 110.5 17.9 107 97 1-A
887 04/04/05 FG-0.5 5 16.5 110.5 18.5 107 97 1-A
888 04/04/05 FG-0.5 5 16.5 110.5 19.1 106 96 1-A
889 04/04/05 FG 5 16.5 110.5 18.0 107 97 1-A
890 04/04/05 FG 5 16.5 110.5 18.6 107 97 I-A
TEST LOCATION: BUILDING PAD
884 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 21
885 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 22
886 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 23
887 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 24
888 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 25
889 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 1
890 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 2
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 STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENTTREATED D RETEST
CHARLES WILUAMS
ALPHA TESTING, INC.
Our test results and reporls are for the exclusive use of the Client (and their designated recipients on fife in our office) and shall not be reproduCed and/or distributed except with express approval of
ALPHA Theuseof(3urnameandlestresultsmustreceiveourwnltenapproval Testresu~tsandrep~risapp~y~1iyt~thesam~es~estedand/~r~bserved~ar1daren~ti[~dicative~f~hequaIitie$~f
Geotechnical Engineering I Construction Materials Tesh'ng I, 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 - WELWOOD HOMES, LP,
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/04/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-86A
TEST DATA:
TEST ~ ELEV BOIL ID OPTIMUM MAXIMUM ~ IN PLACE IN PLACE
NO. DATE~EPT~,~' MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT
NUMBER % PCF % PCF COMPACTION COMMENT*
891 04/04/05 FG 5 16.5 110.5 17.9 107 96 1-A
892 04/04/05 FG 5 16.5 110.5 17.3 108 98 1-A
893 04/04/05 FG 5 16,5 110.5 17.5 106 96 1-A
894 04104105 FG 5 16.5 110.5 17.7 109 98 1-A
895 04104105 FG 5 16.5 110~5 17.6 107 97 1-A
896 04/04/05 FG 5 16.5 110.5 17.2 109 99 I~A
897 04104/05 FG 5 16.5 110.5 18.3 105 95 1-A
TEST LOCATION: BUILDING PAD
891 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 3
892 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 4
893 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 5
894 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 6
895 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 7
896 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 8
897 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 9
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 STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECiFICATiONS Respectfully Subm~ed,
4. CEMENTTREATED D RETEST
ALPHA TESTING, INC
Our lest results a~d repons are fnr the exclusive use of ~he Client (and their designated recipients o[~ file in our office) and shalJ OO~ be reproduced a~d/or distributed except with express approval of
Geotechnical Engineering / Construction Mater/als Testing /, Environmental Eng/neering /;' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 75229
~72/620-8@11 - 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: 04104105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-86B
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
898 04104/05 FG 5 16,5 110.5 107.1 97 88 1-A
TEST LOCATION: BUILDING PAD
898 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 10
I FILL
2 NATURAL SUBGRADE
3, LIME STABILIZED
4. CEMENTTREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTtON COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECiFICATiONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECiFICATiONS
D. RETEST
Respecfful¥ Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for ~he exclusive use of the Client (and their designated recipients on file in our office) and shall not De reproduced and/or dislr~buted except with express approval of
ALPHA Theuseofournameandtestresultsmustreceiveourwrlttenapprova[ Testresu~tsanarep~risapp~y~n~yt~thesamp~estested~nd~r~bse~ved'andaren~tindicat~ve~fthequa~ities~f
apparently identical or similar specimens
Geotechmcal Engineenng /, Construction Materials Testing /, Environmental Engineering /¥~ Consulting