Villas at LV-LR050316ALPHA TESTING, INC.
~209 W~con~n St., Sulte 100
Dallas, Texa~ 75229
972/620.891 ! - 97~937
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03116105
PROJECT:
VILLAS AT LAKE VISTA pHASE ONE (Ma~ grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-54
TEST DATE NUMBER ~ pcF % ~cF
431 03/16105 SG 2 2t.0 103 23.5 100 97 2-A
432 03/16/05 SG 2 21.0 103 22.5 102 99 2-A
433 03116/05 SG 2 21.0 103 24.3 99 96 2-A
434 03/16~05 SG 2 2t .0 103 23.2 100 97 2-A
435 03/16/05 SG 2 21.0 103 23.0 102 99 2-A
436 03/16/05 FG~,.5 5 16.5 110.5 17.6 106 96 1-A
437 03116/05 FG-4.0 5 16.5 110.5 18.1 106 96 1-A
TEST LOCATION: 15UILIJII~It5 I~/~lJ
431 20, N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 21
432 15' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 22
433 ~.0' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 23
434 10' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 24
435 30' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 25
436 20' N AND 15' W FROM THE SE CORNER OF BLOCK C~ PAD 21
437 15' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 21
I FILL
2 NATURAL SUBGRADE
3 LIME STABiLiZED
4 CEMENT TREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION OOES NOT COMPLY WI~ SPECIFICATIONS Respectfully Subm~ed,
C. PERCENT IN PLA~E MOISTURE DO~S NOT COMPLY WlI~ SPECIFICATIONS
CHARLES WILLIAMS
ALPHA ~STING, INC.
Geotechnical Engineerfng /:~ Construction Materfals Testing/~ Environmental Engineerfng /:~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollop, Texa~ 75229
972/620-8911 - 972/263-4937 (Metro)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/16105
PROJECT:
VILLAS AT LAKE VISTA pHASE ONE (Mass grading only) OUR REPORT NO.: 04773-54A
COPPELL, TEXAS
TE~T OA I P,:
OPT~UM MAXIMUM ~ IN PLACE iN PLACE pERCENT COMMENT*
TEST DATE SOIL ID ~O~TURE ORy OE'NSIT~ MOi~IJ RE IDlY DERSr~ COM P~'~ION
NO. NUMBER % ~CF % ~CF
438 03116/05 FG-3.5 5 16.5 110.5 18.9 103 93 1-A
439 03116/05 FG-3.0 5 16.5 110.5 17.3 108 98 1-A
440 03116/05 FG-2.5 5 16.5 110.5 18.9 107 96 1-A
441 03/16/05 FG-2.0 5 16.5 110.5 17.6 107 97 1-A
442 03/16/05 FG-4.5 5 16.5 110.5 17.8 104 94 1-A
443 03/16~05 FG-4.0 5 16.5 110.5 18.7 104 94 1-A
444 03/16/05 FG-3.5 5 16.5 110.5 18.3 105 95 1 -A
Tb~sT LOCATION: UUILUIPI~
438 20' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 21
439 30' N AND 20' E FROM THE SW CORNER OF BLOCK C~ PAD 21
440 10' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 21
441 25' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 21
442 15' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 22
443 30' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 22
444 20' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 22
I FILL
2, NA~JRAL SUBORAOE
3 LIME STABILIZEO
4. CEMENT TREATED
* A iNPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B, PERCENT COMPACTION DOES NOTCOMPLYWITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully SubtraCted,
CHARLES WILL~AMS
ALPHA TESTING, INC
Geotechnical Enginee#ng /~ Construction Materials Testing/~ Environmental Engineering /:~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Ddla~. Texas 75229
972/620-891 ! - 972/263-4937 (Metro)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/16/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only) OUR REPORT NO.: 04773-54B
COPPELL, TEXAS
TEST DATA:
DE~ OPTIMUM MAXIMUM LAB IN FtAGE IN PLACE PERCENT COMMENT*
SOIL ID MOiSTUrE ORY O~N~TY MOISTURE IDlY DENStTY COMPACTION
TEST DATE NUMBER % PCF % PCF
NO.
445 03/16/05 FG-3.0 5 16.5 110.5 18.8 104 94 1-A
446 03/16105 FG-2.5 5 16.5 110.5 18.1 104 94 1-A
447 03/16~05 FG-2.0 5 16.5 110.5 18.7 105 95 1-A
448 03116/05 FG-4.5 5 16.5 110.5 17.8 106 96 1-A
449 03/16105 FG-4.0 5 16.5 110.5 17.7 106 96 1-A
450 03/16105 FG-3.5 5 16.5 110.5 17.8 103 94 1-A
451 03/16/05 FG-3.0 5 16.5 110.5 18.5 106 96 1-A
TEST LOCATION: BUILDING PAD
445 30' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 22
446 20' N AND 30' W FROM THE SE CORNER OF BLOCK C, PAD 22
447 10' N AND 10' W FROM THE SE CORNER OF BLOCK C, PAD 22
448 15' N AND 15' W FROM THE SE CORNER OF BLOCK C, PAD 23
449 25' N AND 30' W FROM THE SE CORNER OF BLOCK C, PAD 23
450 30' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 23
451 15' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 23
I FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A iNPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPEClFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ReSpect fuIF/S ubmilt ed,
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /'~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTIN( , INC.
~ w~on.~n st., Suite 100
Dallas, TexaS 75229
972/620-8911 - 972/263~937 (Metro)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/16/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-54C
TEST DATA:
mELEV. OPTIMUM MAXJMUM LaB IN PLACE IN PLACE PERCENT COMMENT*
SOIL ID MOISTURE DRY DENSITY MOI~TUR E DRY D~NEII~ COMPACTION
TEST DATE NUMBER % PCF % PCF
452 03116~05 FG-2.5 5 16.5 110.5 18.5 105 95 1 -A
453 03/16/05 FG-2.0 5 16.5 110.5 17.9 104 94 1-A
454 03116105 FG~,.5 5 16.5 110.5 17.6 107 97 1-A
455 03/16~05 FG-4.0 5 16.5 110.5 18.4 106 96 1 -A
456 03/16/05 FG-3.5 5 16.5 110.5 18.1 105 95 1-A
457 03/16~05 FG-3.0 5 16.5 110.5 17.8 106 96 1 -A
458 03/16/05 FG-2.5 5 16.5 110.5 17.9 108 98 1-A
TEST LOCATION: BUILDING PAU
452 30' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 23
453 10' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 23
454 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 24
455 25' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 24
456 15' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 24
457 30' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 24
458 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 24
FILL
2 NATURAL SUBGRAOE
3 LIME STABILIZED
4 CEMENT TREATED
· A iN PLACE PERCENT MOISTURE ANOPERCENTCOMPACTIONCOMPLYWITH 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
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering/:~ Consulting
ALPHA TESTING, INC.
2'20~ Wisconsin St., Suite 100
~ Texas 75229
972/620-8911 - 972/263-4937 (Metro)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/16/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Me~ grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-54D
TE~T DP, I P,:
DE~ O~TIMUM M~XIMUM LAB IN PI. ACE IN P~ACE pERCENT COM M ENT*
SOIL ID M~RE ~y ~ ~RE DRY DENS~ ~MP~ON
~ST ~ NUMBER ~ ~F ~ P~
NO.
459 03/16/05 FG-2.0 5 16.5 110.5 18.8 105 95 1-A
460 03116/05 FG~.5 5 16.5 110.5 17.2 108 98 1-A
461 03/16/05 FG~.0 5 16.5 110.5 18.1 106 96 1-A
462 03/16/05 FG-3.5 5 16.5 110.5 18.4 104 94 1-A
463 03/16/05 FG-3.0 5 16.5 110.5 18.0 103 93 1-A
464 03116/05 FG-2.5 5 16.5 110.5 18.0 108 97 1-A
465 03/16~05 FG-2.0 5 16.5 110.5 18.9 105 95 1 -A
TEST LOCATION: ~UILIJII~5 I~u
459 15' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 24
460 30' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 25
461 10' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 25
462 25' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 25
463 20' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 25
464 30' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 25
465 15' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 25
1 FILL
2 NATURAL SUB(;RADE
3 LIME STABILIZED
4 CEMENT TREATED
· A iNPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWlTHSPECIFICATIONS
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 Engineering ~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 WIsconsln Sf'., Su#e 100
Dollas, Texas 75229
972/620-8~11 - 972/'263-4937 (Mef~o)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
OOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/16/05
PROJECT:
VILLAS AT lAKE VISTA PHASE ONE (Ma~ grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-54E
TEST DATA:
SOIL ID OF~MUM MAXIMUM [~B IN PI.~E IN PLACE PERCENT COMMENT*
TEST DATE NUMBER % FCF % PCF
NO.
466 03116/05 FG-4.0 5 16.5 110.5 18.1 106 96 1-A
467 03/16/05 FG-3.5 5 16.5 110.5 18.0 103 93 1 -A
468 03116~05 FG-3.0 5 16.5 110.5 17.6 105 95 1-A
469 03116~05 FG-2.5 5 16.5 110.5 18.3 105 95 1-A
470 03/16/05 FG-2.0 5 16.5 110.5 17.5 106 96 1 -A
471 03/16/05 FG-3.5 5 16.5 110.5 18.6 107 97 1-A
472 03/16/05 FG-3.0 5 16.5 110.5 18.0 106 96 1-A
TEST LOCATION: BUILDING PAD
466 30' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 20
467 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 20
468 10' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 20
469 20' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 20
470 15' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 20
471 25' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 19
472 120' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 19
1 FILL
2 NATURAL SUBGRADE
3 LiME STABILIZED
4 CEMENT TREA~D
· A IN PLACE PERCENT MOISTURE ANO 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.
Geotechnical Engineering ~ Construction Materials Testing/~ Environmental Engineering/~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dc#las, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/16/05
PROJECT:
VILLAS AT LAKE VISTA pHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-54F
TEST DATA:
OPTIMUM MAYJMUM L,a,B IN PLACE IN pLACE PERCENT COMMENT*
NO. NUMBER % FCF % PCF
473 03/16105 FG-2.5 5 16.5 110.5 17.8 107 97 1-A
474 03116105 FG-2.0 5 16.5 110.5 17.4 105 95 1-A
TEST LOCATION: BUILUIN~ I~U
473 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 19
474 !0' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 19
I FILL
2 NATURAL SUBGRADE
3 LIME STAE~ILIZED
4 CEMENT TREATED
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering/~ Construction Materials Testing/~ Environmental Engineering /~ Consulting
ALPH TESTING, INC.
220~ Wisconsin St,, Suite I00
Dallas, Texas 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
PIANO, TEXAS
DATE: 03/16/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-55
TEST DATA:
TEST ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. DATE DEPTH~ NUMBER % PCF % PCF
476 03116/05 FG-I.0 3 11.5 121 12.3 115 95 1-A
477 03116/05 FG-1.0 3 11.5 121 12.9 117 97 1-A
478 03116/05 FG-I.0 3 11.5 121 13.3 118 97 1-A
479 03116~05 FG-I.0 3 11.5 121 12.9 116 96 1-A
480 03/16/05 FG-1.0 3 11.5 t21 14.3 117 96 1-A
481 03/16/05 FG-I.0 3 tl.5 121 11.9 117 97 1-A
482 03116/05 FG-I.0 3 11.5 121 12.4 115 95 1-A
BUILDING PAD
476 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 1
477 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 2
478 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 3
479 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 4
480 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 5
481 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 6
482 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 7
FILL
NATURALSUBGRAOE
LiME STABILIZED
CEMENTTREATED
· 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 Enameerina ' Construction Materials Test/no ' Environmental Enqineerina ' Consult/ha
ALPHA TESTING, INC.
~209 Wisconsin St., Suite 100
Dollos, Texos 75229
972/620-8¢11 - 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: 03/16/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-55A
TEST DATA:
TEST . SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO DATE NUMBER % PCF % PCF COMPACTION
483 03/16/05 FG-1.0 3 11.5 121 11.5 120 99 1-A
484 03/16/05 FG-I.0 3 11.5 121 118.0 118 98 1-A
485 03/16/05 FG-I.0 3 11.5 121 13.1 117 96 1-A
486 03/16/05 FG-I.0 3 11.5 121 12.7 118 97 1-A
487 03/16/05 FG-I.0 3 11.5 121 13.7 115 95 1-A
488 03/16/05 FG-I.0 3 11.5 121 13.3 118 97 1-A
489 03/16/05 FG-1.0 3 11.5 121 12.0 116 96 1-A
TEST LOCATION: BUILDING PAD
483 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 8
484 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 9
485 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 10
486 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 11
487 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 12
488 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 13
489 20' SAND 20'W FROM THE NE CORNER OF BLOCK C, PAD 14
I FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A INPLACEPERCENTMOISTUREANOPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /, Construct/on Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
~209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
lAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/16/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-55B
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
490 03/16/05 FG-1.0 3 11.5 121 12.3 118 97 1-A
491 03/16/05 FG-1.0 3 11.5 121 12.2 116 96 1-A
492 03/16/05 FG-I.0 3 11.5 121 13.3 118 97 1-A
493 03/16105 FG-3.5 3 11.5 121 13.2 116 96 1-A
494 03/16/05 FG-3.0 3 11.5 121 12.2 119 98 I-A
495 03/16/05 FG-2.5 3 11.5 121 14.0 115 95 1-A
496 03/16/05 FG-2.0 3 11.5 121 12.8 117 97 1-A
TEST LOCATION: BUILDING PAD
490 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 15
491 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 16
492 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 17
493 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 18
494 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 18
495 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 18
496 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 18
I FILL
2 NATURALSUBGRADE
3 L~ME STASILIZED
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.
D RETEST
CHARLES WILLIAMS
ALPHA TESTING. INC
Geotechnical Eng¢neenng / Construction Materials Teshng / Environmental Engineering / Consulting
ALPHA 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, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/16/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-55C
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 ~.h NUMBER % ~CF % PCF
497 03/16/05 FG-1.5 3 11.5 121 12.6 117 97 1-A
498 03/16/05 FG-I.0 3 11.5 121 13.1 116 96 1-A
499 03/16105 FG-1.5 5 16.5 110.5 18.1 105 95 1-A
500 03/16/05 FG-1.0 5 16.5 110.5 17.8 106 96 1-A
501 03/16/05 FG-1.5 5 16.5 110.5 17.5 107 97 1-A
502 03116/05 FG-I.0 5 16.5 110.5 18.4 105 95 1-A
503 03/16/05 FG-I.5 5 16.5 110.5 17.9 107 97 1-A
TEST LOCATION: BUILDING PAD
497 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 18
498 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 18
499 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 19
500 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 19
501 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 20
502 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 20
503 20' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 21
I PILL
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 Res pecffully S u bmitt ed,
CHARLES WILLIAMS
ALPHA TESTING. INC