Villas at LV-LR050328ALPHA TESTING, INC.
2209 Wisconsin St., Suite tO0
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
tAX: 972/406-8023
TESTED FOR:
HAWKINS - WI=LWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/28/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-77
TEST DATA:
TEST DATE ~_.. ELEV SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSIT~ COMPACTION
NO.DEPTH '-..~ NUMBER % ¢CF % PCF
779 03/28/05 FG-2.5 4 23.5 96.5 28.6 94 97 1-A
780 03/28/05 FG-2.0 4 23.5 96.5 29.2 90 93 1-A
781 03/28/05 FG-1.5 4 23.5 96.5 29.9 92 95 1-A
782 03/28/05 FG-1.0 4 23.5 96.5 30.5 92 95 1-A
783 03/28/05 FG-2.5 4 23.5 96.5 31.0 90 93 1-A
784 03/28/05 FG-2.0 4 23.5 96.5 30.0 91 94 1-A
785 03/28/05 FG-1.5 4 23.5 96.5 30.9 92 95 1-A
TEST LOCATION: BUILDING PAD
779 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 6
780 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 6
781 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 6
782 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 6
783 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 7
784 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 7
785 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 7
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 MO[STURE DOES NOT COMPLY WITH SPECIFICATIONS Res pecffully Sub mitred,
ALPHA TESTING, INC
Geotechnical Engtneenng I Construction Materials Testing / Environmental Engineering I.' Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
220~ Wisconsin St., Suite 100
Doflos, Texos 75220
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~d0~023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/28/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-77A
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
786 03/28105 FG-1.0 4 23.5 96.5 30.2 92 95 l~A
787 03/28/05 FG-2.5 4 23.5 96.5 31.2 90 93 1-A
788 03~28/05 FG-2.0 4 23.5 96.5 28.5 93 96 1-A
789 03/28105 FG-I.5 4 23.5 96.5 30.5 90 93 1-A
790 03/28/05 FG-1.0 4 23.5 96.5 28.9 92 95 1 -A
791 03/28/05 FG-3.0 4 23.5 96.5 29.8 91 94 1-A
792 03/28/05 FG-2.5 4 23.5 96.5 30.3 91 94 1-A
TEST LOCATION: BUILDING PAD
786 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 7
787 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 8
788 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 8
789 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 8
790 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 8
791 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 9
792 15' S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 9
1 FILL *A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
2 NATURALSUBGRADE B PERCENTCOMPACTIONOOESNOTCOMPLYWITHSPECIFICATIONS
3 LIME STABILIZED C PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS RespecffullySubmitted,
4 CEMENT TREATED D RETEST
ALPHA TESTING, INC
Our lest results and reporls are for Ihe exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtestresultsmustrecelveourwrlttenapprovel Testresultsaadrepo~lsapplyonlytothesamplestestedandlorobse~ed andarenot~ndicativeoflhequaiitiesof
Geotechnlcal Enginee/ing / Construction Materials Teshng / Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/28/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-77B
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENStTY MOISTURE DRY DENSITY COMPACTION
NODEPTH ~ NUMBER % PCf % PCP
793 03/28/05 FG-2.0 5 16.5 110.5 19.1 105 95 1-A
794 03/28/05 FG-1.5 5 16.5 110.5 19.8 105 95 1-A
795 03/28/05 FG-1.0 4 23.5 96.5 30.4 91 94 1-A
796 03/28/05 FG-3.0 5 16.5 110.5 19.6 105 95 1-A
797 03/28/05 FG-2.5 5 16.5 110.5 20.4 104 94 1-A
798 03/28/05 FG-2.0 5 16.5 110.5 20.1 105 95 1-A
799 03/28/05 FG-1.5 4 23.5 96.5 28.5 91 95 1-A
TEST LOCATION: BUILDING PAD
793 15' S AND 15' E FROM THE NW CORNER OF BUILDING A, PAD 9
794 15' S AND 15' E FROM THE NW CORNER OF BUILDING A, PAD 9
795 15' S AND 15' E FROM THE NW CORNER OF BUILDING Al PAD 9
796 15' S AND 15' E FROM THE NW CORNER OF BUILDING A, PAD 10
797 15' S AND 15' E FROM THE NW CORNER OF BUILDING A, PAD 10
798 15' S AND 15' E FROM THE NW CORNER OF BUILDING A, PAD 10
799 15'S AND 15' E FROM THE NW CORNER OF BUILDING A, PAD 10
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY W}TH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respecifully Su bmiited
CHARLES WILLIAMS
ALPHA TESTING, INC
Our tes[ results and reports are for the exclusive use of the Client (and their designated recipients on file in our office} and shall not be reproduced and/or distributed except with express approval of
ALPHA Ti~euseoJournameandtestresullsmustrecelveourwnltenapprova~ Testresultsandreportsapplyonlytothesamplestesledand/orobserved andarenotindicatJveofthequalitiesof
apparently identical or similar specimens
Geotechnical Eng/neenng / Construction Materials Testing / Environmental Engineering /, Consulting
ALPHA TESTING, INC.
3209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406~023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/28/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-77C
TEST DATA:
TEST I DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MO~STUF~E DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO:)EPTH "~ NUMBER % PCF % PCF
800 03/28/05 FG-1.0 4 23.5 96.5 28.8 93 96 1-A
TEST LOCATION: BUILDING PAD
800 15' S AND 15' E FROM THE NW CORNER OF BUILDING A, PAD 10
1 FiLL
2 NATURALSUSGRADE
3 LIME STABILIZED
4 CEMENTTREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT ~N PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfufly Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, iNC.
Geo echnical EngineennFI ' Construction Mater/als Teshng ,' Environmental Engineering / Consulting