Villas at LV-LR050318ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
D~llos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/4126-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/18/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-60
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN pLACE PERCENT COMMENT*
MOISTURE DRY CENSII~¢ MOE~TURE DRY CENSII¥ COMPACTION
NO.DEPTH ",~ NUMBER % PCF % PDR
556 03118/05 FG~,.5 3 11.5 121 12.8 118 97 1-A
557 03/18/05 FG-4.0 3 11.5 121 13.4 119 98 1-A
558 03/18/05 FG-3.5 3 11.5 121 11.6 120 100 1-A
559 03/18/05 FG-3.0 3 11.5 121 13.5 116 96 1-A
560 03/18/05 FG-4.5 3 11.5 121 13.3 119 98 1-A
561 03118/05 FG-4.0 3 11.5 121 11.5 116 96 1-A
562 03/18/05 FG-3.5 3 11.5 121 12.2 118 97 1-A
~G PAD
556 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 1
557 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 1
558 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 1
559 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 1
560 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 2
561 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 2
562 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 2
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
· A. IN pLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION OOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted.
D. RETEST
CHARLES WILLIAMS
ALPHA TESTING. INC.
Geotechn cai Englneenng /, Construction Materials Testing /~ Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/203-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/18/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-60A
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLA~E PERCENT COMMENT*
MOISTURE DRY DENSI~ MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~ NUMBER % PCF % PCF
563 03/18/05 FG-3.0 3 11.5 121 12.3 118 97 1-A
564 03/18/05 FG-4.5 3 11.5 121 13.2 119 98 1-A
565 03/18/05 FG-4.0 3 11.5 121 13.5 119 99 I-A
566 03/18/05 FG-3.5 3 11.5 121 11.5 118 98 1-A
567 03/18/05 FG-3.0 3 11.5 121 14.3 118 98 1-A
568 03/18105 FG-4.5 3 11.5 121 12.8 117 97 1-A
569 03/18/05 FG-4.0 3 11.5 121 13.3 119 98 1-A
TEST LOCATION: BUILDING PAD
563 :)0' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 2
564 Z0' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 3
565 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 3
566 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 3
567 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 3
568 ~.0' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 4
569 :~0' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 4
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 WITH SPECIFICATIONS Respeclful~y Submitted,
D. RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /~ Construction Materials Testing /,~ Environmental Engineering ~' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texos 7522~
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: 03/18/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-60B
TEST DATA:
TEST DATE ~ ELEV. SOIL ID Oe'nMUM MAXIMUM LAB IN Ff. ACE IN PLACE PERCENT COMMENT*
MO~STUR E ORY DENSIT~ MOISTURE DRY OENSIT? COMPACTION
NO.DEPTH '~,~ NUMBER % ~CF % ~CF
570 03/18/05 FG-3.5 3 11.5 121 12.6 119 98 1-A
571 03/18/05 FG-3.0 3 11.5 121 11.6 119 98 1-A
572 03/18/05 FG-4.5 3 11.5 121 14.5 117 96 1-A
573 03/18/05 FG-4.0 3 11.5 121 12.3 118 97 1-A
574 03/18/05 FG-3.5 3 11.5 121 12.9 117 97 1-A
575 03/18/05 FG-3.0 3 11.5 121 14.0 118 97 1-A
576 03/18/05 FG-I.0 5 16.5 110.5 18.0 107 97 1-A
BUILDING PAD
570 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 4
571 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 4
572 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 5
573 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 5
574 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 5
575 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 5
576 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 21
1, FILL * A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
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.
Geotechnical Engineering /?, Construction Materials Testing /~ Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite I00
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: 03118~05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773~0C
TEST DATA:
TEST DATE ~ ELEV. SOIL ID O~Te~UM MA~JMUM ~ IN Pr. ACE IN PLAC~ PERCENT COMMENT*
MOISTURE DRY DENSITY MOIS'R.tRE DRY DENSrt'Y COMPACTION
NO.DEPTH "~ NUMBER % PCF % ~CF
577 03/18/05 FG-I.5 5 16.5 110.5 18.8 108 97 1-A
578 03/18/05 FG-I.0 5 16.5 110.5 19.2 106 96 1-A
579 03/18/05 FG-I.5 5 16.5 110.5 18.0 107 97 1-A
580 03118/05 ' FG-I.0 5 16.5 110.5 18.7 106 96 1-A
581 03/18/05 FG-I.5 5 16.5 110.5 18.2 108 98 1-A
582 03/18/05 FG-I.0 5 16.5 110.5 20.5 106 96 1-A
583 03/18105 FG-I.5 5 16.5 110.5 19.3 106 96 1-A
BUILDING PAD
577 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 22
578 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 22
579 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 23
580 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 23
581 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 24
582 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 24
583 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 25
FILL
NATURAL SUBGRADE
LIME STABILIZED
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 WITH SPECIFICATIONS Respecffu~ Submilted,
D. RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering fJ~ Construction Materials Testing ~ Environmental Engineering lb Consulting
ALPHA TESTING, INC.
2209 V~lscor~ln ~t., Suite
Dallas, Texas 75229
972/620~91! - 972/263-4937 (Metro)
FAX: 972/4068023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/18/05
OUR REPORT NO.: 04773-60D
TEST DATA:
TEST DATE ~ ELEV' SOIL ID Oe~MUM M~XIMUM LAB IN FLACE IN PLACE PERCENT COMMENT~
NO.DEPTH ~.,,~ NUMBER % PCF % P~F
584 03/18105 FG-I.0 5 16.5 110.5 19.9 103 94 I-A
585 03/18/05 FG-1.0 2 21.0 103 22.7 98 95 1-A
586 03/18/05 FG-I.5 2 21.0 103 23.0 100 97 1-A
587 03/18105 FG-1.0 2 21.0 103 22.8 98 96 1-A
588 03/18/05 FG-I.5 2 21.0 103 23.9 100 97 1-A
589 03118/05 FG-I.0 2 21.0 103 23.2 98 95 1-A
590 03118/05 FG-I.0 2 21.0 103 23.5 99 96 1-A
)AD
584 Z0' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 25
585 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 1
586 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 4
587 ;'0' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 4
588 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 5
589 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 5
590 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 6
1 FILL
2. NATURAL SUBGRADE
3 LIME STAelLIZED
4 CEMENT TREATED
· A IN PLACE PERCENT MOtSTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
I~ PERCENT COMPACTION DOES NOT COMPLY W~TH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~ed,
CHARLES WILLIAMS
ALPHA TESTING, ~NC.
Geotechnical Engineering /~ Construction Materials Testing ~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/40~-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/18/05
OUR REPORT NO.: 04773-60E
TEST DATA:
TEST DATE ~ELEV SOIL ID OP~MUM MAXIMUM LAB IN PLACE iN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH'~ NUMBER % PCF % ~CF
591 03118/05 FGo2.5 2 21.0 103 22.6 100 98 1-A
592 03118/05 FG-2.0 2 21.0 103 25.0 98 95 1-A
593 03/18/05 FG-I.5 2 21.0 103 23.2 100 97 1-A
594 03/18105 FG-I.0 2 21.0 103 25.9 98 95 1-A
)AD
591 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 7
592 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 7
593 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 7
594 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 7
1 FILL
2 NATURALSUBGRADE
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 WITH SPECIFICATIONS Respectfully Submitted,
D. RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /.'* Construction Materials Testing ~ Environmental Engineering /~ Consulting