Villas at LV-LR050317ALPHA TESTINg, INC.
220~ Wisconsin St., Suite ?00
Do#Os, Texas 75229
972/62~-8911 - 972/263-4~37 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
C/O DOWDEY, ANDERSON AND ASSOCIATES
PLANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SITU SWELL
POTENTIAL
DATE: 03/17/05
OUR REPORT NO.: 04773-59
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITD~L FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENETRO- WEIGHT PERCENT
QC-22 03117/05 BLOCK C PAD 19 (FG~t.0') TAN CLAY 23.5 24.2 2.25 94.4 0.72%
QC~23 03/17/05 BLOCK C PAD 20 (FG-I.0') TAN CLAY 24.7 25.5 1.75 94.2 0.67%
QC-24 03/17/05 BLOCK D PAD 5 (FG-4.0') TAN CLAY 26.6 27.5 1.50 96.4 0.48%
QC-25 03/17/05 BLOCK D PAD 6 (FG-I.0') DARK BROWN CLAY 26.2 26.9 1.50 96.6 0.55%
QC-26 03/17/05 BLOCK B PAD 18 (FG-4.0') DARK BROWN CLAY 29.4 30.4 1.25 92.4 0.76%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /~ Construction Materials Testing ~ Environmental Engineering f2' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, 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
PLANe, TEXAS
DATE: 03/17/05
PROJECT:
VILLAS ATLAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-56
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAE IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NODEPTH ~.~ NUMBER % PCF % PCF
476 03/17/05 FG-4.5 4 23.5 96.5 29.2 94 97 1-A
477 03/17/05 FG-4.0 4 23.5 96.5 28.6 91 95 1-A
478 03/17/05 FG-3.5 4 23.5 96.5 29.4 93 96 1-A
479 03/17/05 FG-3.0 4 23.5 96.5 31.3 90 93 1-A
480 03/17/05 FG~,.5 4 23.5 96.5 30.2 90 93 1-A
481 03/17/05 FG-4.0 4 23.5 96.5 29.3 91 94 1-A
482 03/17/05 FG-3.5 4 23.5 96.5 25.9 92 95 I-A
TEST LOCATION: BUILDING PAD
476 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 7
477 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 7
478 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 7
479 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 7
480 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 8
481 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 8
482 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 8
1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE B PERCENTCOMPACTIONDOESNOTCOMPLYWITNSPECIFICATIONS
3 LIMESTABILIZEO C PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS Respectfully Submitted,
4 CEMENT TREATED D RETEST .~.~.~,~.~.~,~
CHARLES WILLIAMS
ALPHA TESTING, INC
Our lesl results and reports are for the exclusive use of the Client (and ~nelr designated recipients on file in our officel and shall not be reproduced and/or distributed except with express approval of
Geotechn/cal Eng/neenng Construchon Materials Testing ' Enwronmental Engineering /~ Consulting
ALPHA TESTING, INC.
3209 Wisconsin St., Suite 100
Dallos, 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: 03/17/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-56A
TEST DATA:
TEST DATE ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
COMPACTION
NODEPTH "~ NUMBER % PCP % PCP
511 03/17105 FG-3.0 4 23.5 96.5 29.4 92 95 1-A
512 03/17/05 FG-4.5 4 23.5 96.5 29.1 91 94 1-A
513 03/17/05 FG-4.0 4 23.5 96.5 28.6 92 95 1-A
514 03/17/05 FG-3.5 4 23.5 96.5 30.4 89 93 1-A
515 03/17105 FG-3.0 4 23.5 96.5 29.8 91 94 1-A
516 03/17/05 FG-4.5 4 23.5 96.5 29.5 89 93 1-A
517 03/17/05 FG-4.0 4 23.5 96.5 28.6 93 96 1-A
TEST LOCATION: BUILDING PAD
511 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 8
512 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 9
513 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 9
514 15' S AND 15' E FROM THE NVV CORNER OF BLOCK B, PAD 9
5t5 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 9
516 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 10
517 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 10
I FILL *A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
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 CEMENT TREATED D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our tesl results aha reporls ere for the exclusive use of the Client (end lhe~r designated recipients on file in our off~ce) and shall not be reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtestresultsmustrecelveourwri~tenapproval Testresuitsandrep~rts~pp~y~niyt~hesamp~estes~edand~r~bsenIed~ndaren~ti~dicative~ftheq~a~ities~f
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallos, Texo$ 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: 03/17/05
PROJECT:
VILLAS ATLAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-56B
TEST DATA:
TEST DATE ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAB ~N PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.DEPTH ~.~ NUMBER % PCF % PCF
518 03117105 FG-3.5 4 23.5 96.5 31.2 90 93 1-A
519 03/17/05 FG-3.0 4 23,5 96.5 31.3 90 93 1-A
520 03/17/05 FG-4.5 4 23.5 96.5 30.4 91 95 1-A
521 03/17/05 FG-4.0 4 23.5 96.5 30.9 90 94 1-A
522 03/17/05 FG-3.5 4 23.5 96.5 31.1 91 94 1-A
523 03/17/05 FG-3.0 4 23.5 96.5 28.7 94 97 1-A
524 03/17/05 FG-4.5 4 23.5 96.5 28.5 92 96 1-A
TEST LOCATION: BUILDING PAD
518 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 10
519 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 10
520 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 11
521 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 11
522 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 11
523 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 11
524 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 12
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 tN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS Respectfully Submitted,
O RETEST ~
CHARLES WILLIAMS
ALPHA TESTING, tNC
Geotechnical Eng/neeeng / Construchon Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Taxes 75229
972/620-8911 - 972/263-4¢37 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
C/O DOWDEY, ANDERSON & ASSOCIATES
PLANe, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/17/05
PROJECT:
VILLAS ATLAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-56C
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSI3~f COMPACTION
NO.~EPTH ~,~ NUMBER % PCF % PCF
525 03117/05 FG-4.0 4 23.5 96.5 28.9 91 94 1-A
526 03/17/05 FG-3.5 4 23.5 96.5 29.3 92 95 1-A
527 03/17105 FG-3.0 4 23.5 96.5 29.5 90 93 1-A
TEST LOCATION: BUILDING PAD
525 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 12
526 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 12
527 15' S AND 15' E FROM THE NW CORNER OF BLOCK B, PAD 12
FILL
NATURALSUBGRADE
LIME STABILIZED
CEMENTTREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSFECIFICATIONS
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 resulls and repeals are for the exclusive use of the Client {and the*r designated recipients O[~ f~le in our office) and shall not be ceproduced and/or distributed except with express approval of
ALPHA The use of our name and test resul[s must receive our whiten approval Test results and cepo~ts apply only to the samples {ested and/or ebselved and are nolindicatJve of the qualities of
apparenl~y identical or slmtlar specimens
Geotechnical Engineenng / Construction Materials Testing /, Enwronmental Engineering /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7522~
972/620-8911 - c)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: 03/17/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-57
TEST DATA:
TEST DATE ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. NUMBER % PCF % PCF
528 03/17/05 SG 2 21.0 103 22.4 101 98 2-A
529 03/17/05 SG 2 21.0 103 22.9 100 97 2-A
530 03/17/05 SG 2 21.0 103 24.5 99 96 2-A
531 03/17/05 FG-4.5 4 23.5 96.5 30.7 91 94 1-A
532 03/17/05 FG-4.0 4 23.5 96.5 30.4 91 95 1-A
533 03/17/95 FG-3.5 4 23.5 96.5 29.6 92 95 1-A
534 03/17/05 FG-3.0 4 23.5 96.5 29.8 91 95 1-A
TEST LOCATION: BUILDING PAD
528 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 13
529 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 14
530 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 15
531 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 16
532 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 16
533 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 16
534 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 16
1 FILL
2 NATURALSUBGRADE
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 IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIF{CATIONS Respectfully Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering / Construction Materials Testing / Enwronmental Engineering /' Consulting
ALPHA TESTING, INC.
220~ 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
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/17/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL TEXAS
OUR REPORT NO.: 04773-57A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE *N PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NODEFTH ~i NUMBER % PCF % PCF
535 03/17/05 FG-4.5 4 23.5 96.5 29.3 93 97 1-A
536 03/17/05 FG-4.0 4 23.5 96.5 29.3 91 94 1-A
537 03/17/05 FG-3.5 4 23.5 96.5 29.1 91 94 1-A
538 03/17/05 FG-3.0 4 23.5 96.5 30.5 90 93 1-A
539 03/17/05 FG-4.5 4 23.5 96.5 28.6 91 94 1-A
540 03/17/05 FG-4.0 4 23.5 96.5 28.5 92 96 1-A
541 03/17/05 FG-3.5 4 23.5 96.5 29.4 93 96 1-A
TEST LOCATION: BUILDING PAD
535 :~0' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 17
536 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 17
537 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 17
538 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 17
539 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 18
540 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 18
541 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 18
1 FILL
2 NATURALSUBGRADE
3 LIME STABtLIZED
4 CEMENTTREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
o RETEST
ALPHA TESTING, INC
Geotechmcal Engineenng / Construction Materials Testing / Environmental Engineering /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texas 75229
972/62~8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/17/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-57B
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NODEPTH ~ NUMBER % PCF % PCF
542 03/17/05 FG-3.0 4 23.5 96.5 28.7 92 95 1-A
543 03/17/05 FG-4.5 4 23.5 96.5 29.2 91 94 1-A
544 03/17/05 FG-4.0 4 23.5 96.5 28.6 93 96 1-A
545 03/17/05 FG-3.5 4 23.5 96.5 28.8 91 94 1-A
546 03/17/05 FG-3.0 4 23.5 96.5 30.2 91 94 1-A
547 03/17/05 FG-20 4 23.5 96.5 30.5 93 96 1-A
548 03/17/05 FG-1.5 4 23.5 96.5 29.2 94 97 1-A
TEST LOCATION: BUILDING PAD
542 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 18
543 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 19
544 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 19
545 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 19
546 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 19
547 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 20
548 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 20
1 FILL
2 NATURALSUBGRADE
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 IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
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 sharl not be reproduced and/or distabuted except with express approval of
ALPHA Theuseofournemeandtestresultsmustrecelveourwrl/tenapproval Testresultsandreportsappiyonlytothesamplestestedand/orobserved andarenotindiCativeofthequalitiesof
apparently identical or similar specimens
Geotechnical Eng¢neenng / Construction Materials Teshng / E~vironmental Engineenng /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
DoIIos, Texas 75229
972/62G8911 - ¢72/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
C/O DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03117/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-57C
TEST DATA:
TEST DATE DE~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY OENSITY MOISTURE ORY DENSITY COMMENT*
NO NUMBER % PCF % PCF COMPACTION
549 03117/05 FG-I.0 4 23.5 96.5 28.7 94 97 1-A
550 03/17/05 SG 2 21.0 103 21.9 101 98 2-A
551 03/17/05 SG 2 21.0 103 22.7 101 98 2-A
552 03/17/05 SG 2 21.0 103 24.3 99 96 2-A
553 03/17/05 SG 2 21.0 103 22.3 101 98 2-A
554 03/17/05 SG 2 21.0 103 23.6 100 97 2-A
555 03/17/05 SG 2 21.0 103 22.1 102 99 2-A
TEST LOCATION: BUILDING PAD
549 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 20
550 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 7
551 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 8
552 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 9
553 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 10
554 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 11
555 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 12
1 FILL
2 NATURALSUBGRADE
3 LiME STABILIZED
4 CEMENTTREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
S 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
Geotechnical Engineenng /, Construction Materials Testing / Enwronmental Engineering / Consulting