Villas at LV-LR050225ALPHA 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, bP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 02/25/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-9
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSI3'¢ MOISTURE DRY DENSI~' COMMENT*
NO.DEPTH ~.,~ NUMBER % PCF % PCF COMPACTION
13 02/25~05 FG-3.5 1 15.5 108.5 15.5 107 99 1-A
14 02/25105 FG-3.5 I 15.5 1085 18.2 105 97 1-A
15 02125/05 FG-3.5 1 15.5 108.5 16.8 106 97 1-A
16 02/25~05 FG-3.5 1 15.5 108.5 16.2 107 99 1-A
17 02/25~05 FG-3.0 1 15.5 108.5 17.9 106 97 1-A
18 02/25105 FG-3.0 1 15.5 108.5 18.5 105 97 1-A
19 02125/05 FG-3.0 I 15.5 108.5 18.3 105 97 1-A
TEST LOCATION: BUILDING PAD
13 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 21
14 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 22
15 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 23
16 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 24
17 30' S AND 30' W FROM THE NE CORNER OF BLOCK A, PAD 21
18 30' S AND 30' W FROM THE NE CORNER OF BLOCK A, PAD 22
19 30' S AND 30' W FROM THE NE CORNER OF BLOCK A, PAD 23
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTtONCOMPLYWITHSPEClFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT iN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~ted,
D RETEST ~
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and ceports are for the exclusive use of the Client (and their designated reclpJe~lts orl file in our once) and shall not be reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtestresultsmustrecelveourwfiltenapprovar Testresultsandreportsapplyonlytothesamplestestedand/orobserved andarenotind~cativeofthequalitiesof
apparently identical or s,m~lar specimens
Geotechnical Engmeeung / Construction Materials Testin¢l / Environmental Engineering / Consultinq
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 7522~
972/620,9911 - 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: 02/25/05
PROJECT:
VILIAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-9A
TEST DATA:
TEST DATE ~ELEV SOIL ID o~r~MUM MAXIMUM LAB IN PLACE IN PLACE
MOISTURE DRY DENSITY MOISTURE ORY DENSITY PERCENT COMMENT*
NO.DEPTH ~,,~ NUMBER % PCF % PCF COMPACTION
20 02125/05 FG-3.0 1 15.5 108.5 17.1 106 98 1-A
21 02125/05 FG-2.5 1 15.5 108.5 16.8 106 98 1-A
22 02/25105 FG-2.5 1 15.5 108.5 18.5 104 96 1-A
23 02125~05 FG-2.5 1 15.5 108.5 17.5 106 97 1-A
24 02~25/05 FG-2.5 I 15.5 108.5 17.2 106 98 1-A
25 02/25/05 FG-2.0 1 15.5 108.5 15.7 107 99 1-A
26 02/25/05 FG-2.0 1 15.5 108.5 16.4 107 98 1-A
TEST LOCATION: BUILDING PAD
20 30' S AND 30' W FROM THE NE CORNER OF BLOCK A, PAD 24
21 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 21
22 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 22
23 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 23
24 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 24
25 60' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 21
26 60' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 22
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~ed,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reports are for the exclusive use of lhe C{~ent (and the~ designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA Theuseofourname@ndtestresultsmustreceiver~urwrrttenapprovel TestresultsandreportsappJyonlytottlesamplestestedand/orobserved andarenotindicativeofthequalitJesof
apparently identical or $1m~la r specimens
Geotechnical Engineering /, Construction Matenals Testing /, Environmental Engineenbg /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
belles, Texos 7522~
972/620-8¢11 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANe, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 02/25/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-9B
TEST DATA:
TEST ~ELEV ' SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE% CRY PcFDENSITY MOISTURE% DRY PcFDENSITY COMPACTION COMMENT*
27 02/25/05 FG-2.0 1 15.5 108.5 17.9 105 97 1-A
28 02/25~05 FG-2.0 1 15.5 108.5 18.2 105 97 1-A
29 02/25/05 FG-I.5 1 15.5 1085 16.1 107 98 1-A
30 02/25~05 FG-1.5 1 15.5 108.5 16.8 107 98 1-A
31 02~25~05 FG-I.5 1 15.5 108.5 18.4 105 97 1-A
32 02125/05 FG-1.5 1 15.5 108.5 17.1 106 98 1-A
TEST LOCATION: BUILDING PAD
27 60' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 23
28 80' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 24
29 40' S AND 40' W FROM THE NE CORNER OF BLOCK A, PAD 21
30 40' S AND 40' W FROM THE NE CORNER OF BLOCK A, PAD 22
31 40' S AND 40' W FROM THE NE CORNER OF BLOCK A, PAD 23
32 40' S AND 40' W FROM THE NE CORNER OF BLOCK A, PAD 24
1 Fill *A INPLACEPERCENTMOISTUREANDPERCENTCOMPACT(ONCOMPLYWITHSPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACT)ON DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4 CEMENT TREATED D RETEST
CHARLES WILLtAMS
ALPHA TESTING, INC
Our test resu{ts and repods are for the exclusive use of t~e Client (and thetr designated recipients on fife in our office) and shall not De reproduced and/or distributed except with express approval of
ALPHA Theuseofournamear~dtestresuflsmustrecelveourwrlttenapprovaf Testresultsandreporlsapplyonlytothesamplestestedand/orobserved andarenotlndiCativeofthequa[itiesof
apparently idenbcal or similar specimens
Geotechmcal Engineering / Construchon Materials Testing / Environmental Engineering /, Consulting