Villas at LV-LR050415ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Do#os, Texos 75229
972/620-8011 - 972/263-4037 (Metro)
FAX: 972~023
TESTED FOR: HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 04/15/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-96
TEST DATA:
TEST DATE 3E~ SOIL ID OeTI~4UM MAXIMUM LA~ IN PLACE IN PLACE
' MOISTURE DRY DENSITY MOISTURE DRY DENSII¥ PERCENT
NO, NUMBER % PCF % PCF COMPACTION COMMENT*
975 04/15/05 FG-0.5 5 16.5 110.5 17.7 109 98 1-A
976 04/15/05 FG 5 16.5 110.5 17.0 106 96 1-A
977 04/15/05 FG-0.5 5 16.5 110.5 18.5 109 99 1-A
978 04/15/05 FG 5 16.5 110,5 19.5 105 95 1-A
979 04/15105 FG-0.5 5 16.5 110.5 18.9 106 96 1-A
980 04/15/05 FG 5 16.5 110.5 18.2 110 99 1-A
981 04/15/05 FG-0.5 5 16.5 110.5 17.5 106 96 1-A
TEST LOCATION: BUILDING PAD
975 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 11
976 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 11
977 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 12
978 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 12
979 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 13
980 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 13
981 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 14
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIEICATIONS
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 WILLIAMS
ALPHA TESTING, INC
Our test 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/er distrJbuted except With express approval of
ALPHA Theuseofournemeandlestresullsmustreceiveourwrlttenapproval Tes~esu~sandrep~r~sapp~y~n~yt~thesamp~estes~edand~r~bsenied.andare~1~tindicative~fthequa~ities~f
aJ)parently ~dentica~ or similar specimens
Geotechnical Engineering /, Construction Materials Testing /;' Environmental EnglYleering /~' Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
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
DATE: 04/15/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-96A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MO~TURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO.DEPTH '~ NUMBER % PCF % PCF COMPACTION
982 04115/05 FG 5 16.5 110.5 18.0 110 99 1-A
983 04/15/05 FG-0.5 5 16.5 110.5 19.6 106 96 1-A
984 04/15/05 FG 5 16.5 110.5 17.2 110 100 1-A
985 04/15/05 FG-0.5 5 16.5 110.5 18.7 107 97 1-A
986 04/15105 FG 5 16.5 110.5 17.1 108 97 1-A
987 04/15/05 FG-0.5 5 16.5 110.5 18.4 106 96 1-A
988 04/15/05 FG 5 16.5 110.5 17.6 107 97 1-A
TEST LOCATION: BUILDING PAD
982 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 14
983 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 15
984 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 15
985 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 16
986 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 16
987 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 17
988 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 17
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 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 Submitte~
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engmeering /. Construction Materials Testing /. Environmental Engineering /~! Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Sutte 100
Dallas, 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.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 04/15/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORTNO.: 04773-96B
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
MOISTURE ORY DENSITY MOISTLIR E DRY DENSITY PERCENT COMMENT*
NO.3EpTH ~,,% NUMBER % PCF % PCF COMPACTION
989 04115/05 FG-0.5 5 16.5 110.5 16.6 111 101 1-A
TEST LOCATION: BUILDING PAD
989 20' N AND 30' E FROM THE SW CORNER OF BLOCK A, PAD 18
I FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATEO
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 Submitted.
CHARLES WILLIAMS
ALPHA TESTING, INC
test results and repor{s are for the excJus~ve use of the C~ient (and their designated recipients on fire in our office) and shall no~ be rep¢oduced and/or distributed excepl w~th express approval of
~_PHA Theuseofournameandteslresultsmustrecelveourwnttenapproval Testresu~tsandrep~rtsappIy~n~ytothesamp~e$te$~edand/oI~bsen~ed~andaren~IjndIcative~fthequatities~f
Geotechnical Engineenng /, Construction Materials Testing /,' Environmental Engineering /.'~ Consulting