Villas at LV-LR050402ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
DolIos, TexaS 7522(2
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: 04/02/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-80
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
COMPACTION
NO.DEPTH ~ NUMBER % PCF % PCF
837 04~02~05 FG-1.5 2 21.0 103 23.3 100 97 1-A
838 04/02/05 FG-1.0 4 23.5 96.5 28.7 94 97 1-A
839 04/02/05 FG-2.5 4 23.5 96.5 31.3 90 94 1-A
840 04/02/05 FG-2.0 4 23.5 96.5 31 O 91 94 1-A
841 04/02/05 FG-1.5 4 23.5 96.5 29.8 91 94 1-A
842 04/02/05 FG-1.0 4 23.5 96.5 29.4 93 96 1-A
843 04/02/05 FG-25 4 23.5 96.5 30.6 90 93 1-A
TEST LOCATION: BUILDING PAD
837 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 4
838 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 4
839 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 5
840 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 5
841 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 5
842 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 5
843 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 6
1 FILL
2 NATURAL SUBGRADE
3 LiME STABILIZED
4 CEMENT TREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted;'~
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineenng / Construction Materials Testing /, Environmental Engineering /; Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/400-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANe, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/02/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NOi: 04773-80A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO, DATE[~EPTH~ MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NUMBER % PCF % PCF COMPACTION
844 04/02105 FG-2.0 4 23.5 96.5 28.5 92 95 1-A
845 04102/05 FG-I.5 4 23.5 96.5 28.7 92 96 1-A
846 04102~05 FG-1.0 4 23.5 96.5 30,0 92 96 1-A
847 04/02/05 FG-0.5 5 16.5 110.5 18.1 107 97 1-A
848 04102/05 FG-0.5 5 16.5 110.5 17.0 109 99 1-A
849 04/02/05 FG-0.5 5 16.5 110.5 16.7 107 97 1-A
850 04/02/05 FG-0.5 5 16.5 110.5 17.8 108 98 1-A
TEST LOCATION: BUILDING PAD
844 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 6
845 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 6
846 15' N AND 20' W FROM THE SE CORNER OF BLOCK B, PAD 6
847 15' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 1
848 15' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 2
849 15' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 3
850 15'N AND 20'W FROM THE SE CORNER OF BLOCK C, PAD4
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE S PERCENTCOMPACTIONDOESNOTCOMPLYWITNSPECIFICATIONS
3 LiME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WtTH SPECIFICATIONS Respectfully Submilted,
4 CEMENT TREATED D RETEST ~
CHARLES WILLIAMS
ALPHA TESTING, INC.
Ou¢ test results and repor[s are for the exclusive use of the Che[l~ (and their designated recipients on file in ou~ office) and shall ~lot be reproduced a[3d/or dis~buted except with express approval of
ALPHA Theuseofournamea[~dtestresu~tsmustreceiveourwni~enapproval Testresu~tsandre~ort$app~y~n~yt~thesamp~estestedand/~r~bserved~andarenoti~dicative~fthequa~ities~f
Geotechnical Engineering / Construction Materials Testing /, Environmental Engineering /, Consulting
ALPHA TESTING, INC..
2209 Wisconsin ~t., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
tAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 04/02/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-80B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSI3¥ MOISTURE DRY DENSITY COMMENT*
NO. DATE NUMBER % PCF % PCF COMPACTION
851 04/02/05 FG-0.5 5 16.5 110.5 17.4 107 97 1-A
TEST LOCATION: BUILDING PAD
851 15' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 5
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
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 W~TH SPECIFICATIONS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reports are for the exclusive use of [~e Client (and their designated recipients o[1 file in our office) end s~a~r not be reproduced and/or (/istrlbuted except w~ti~ express approval of
ALPHA The use of our name and test results must receive our written approval Test results and repoc[s apply only to the samples tested and/or observed arld are not indicative of lhe qualities of
apparently identicar or si~lilar specimens
Geotechnical Engineering /= Construction Materials Testing /. Environmental Engineenng /? Consulting
ALPHA TESTING, INC.
~209 Wisconsin ~t., Suite 100
Do#os, Texos 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANe, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/02/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-81
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM LA~ IN PLACE IN PLACE
NO. DATEDEPTH'~ MOISTUeE DRY DE NS~T~' MOISTURE DRY D~NSITY PERCENT COMMENT*
NUMBER % PCF % PCF COMPACTION
852 04102/05 FG-0.5 5 16.5 110.5 16.0 107 97 1-A
853 04/02/05 FG-0.5 5 16.5 110.5 17.0 106 96 1-A
854 04/02/05 FG-0.5 5 16.5 110.5 18.0 108 98 1-A
855 04/02/05 FG-0.5 5 16.5 110.5 16.7 107 96 1-A
856 04/02105 FG-0.5 5 16.5 110.5 17.1 106 96 1-A
857 04/02/05 FG-0.5 5 16.5 110.5 17.6 107 97 1-A
858 04/02/05 FG-0.5 5 16.5 110.5 17.5 105 95 1-A
TEST LOCATION: BUILDING PAD
852 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 6
853 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 7
854 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 8
855 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 9
856 20' S AND 20'W FROM THE NE CORNER OF BLOCK C, PAD 10
857 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 11
858 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 12
I 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 Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechmcal Engineering /, Construction Matenels Testing I.', Environmental Engineering t; Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallc~, Texas 75229
972/620-8911 - ¢72/263-4¢37 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 04102105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-81A
TEST DATA:
TEST DATE DE~ SOIL ID OPTIMUM MAXIMUM LAE IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
859 04/02/05 FG-0.5 5 16.5 110.5 17.4 108 97 1-A
860 04/02~05 FG-0.5 5 16.5 110.5 17.7 105 95 1-A
861 04/02/05 FG-0.5 5 16.5 110.5 17.0 108 98 1-A
862 04/02/05 FG-0.5 5 16.5 110.5 18.2 107 97 1-A
863 04/02/05 FG-0.5 5 16.5 110.5 18.1 107 97 1-A
864 04/02/05 FG-0.5 5 16.5 110.5 18.3 107 96 1-A
865 04/02~05 FG-0.5 5 16.5 110.5 18.0 105 95 1-A
TEST LOCATION: BUILDING PAD
859 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 13
860 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 14
861 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 15
862 20' S AND 20'W FROM THE NE CORNER OF BLOCK C, PAD 16
863 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 17
864 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 18
865 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 19
1. 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 MOtSTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfuily Subm~ted,
Our test results and reports are for the exclusive use of the Client {and ttle~r designated recipients on file iN our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA Theuseofourllamean0testresultsmustreceiveourwdttenapproval Testresultsandrepodsapp~yonlytothesamplestes/edand/orobserved andarenotindicativeofthequali/iesof
apparently identical or simi~a r specimens
Geotechmbal Engineering /,' Construction Materials Testing / Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
tAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 04102/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-81B
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM I.AB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DATEDEPTHS. NUMBER % PCF % PCF COMPACTION
866 04/02/05 FG-0.5 5 16.5 110.5 17.6 106 96 1-A
TEST LOCATION: BUILDING PAD
866 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 20
1. 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 W~TH SPECIFICATIONS Respectfully Submitted,,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and repo[~s are for the exclusive use of t~e Client (and ttleir designated recipients on fi~e in our office) and shall not be rep¢oauced and/or distributed except with express approval of
ALPHA Tile use of our name and test results must receive our wntien approval Test results and reports apply o[~ly to t~e samples tested and/or observed and are not indicative of [ile qualities of
apparently identiCal or similar specrmens
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering /¢ Consulting