Villas at LV-LR050315ALPHA TESTING, INC.
~ Wlscork~in St., Suite
Da#os, Texas 75229
972/620-8911 - 972/2634937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/15/05
PROJECT:
VILLAS AT ~ VISTA PHASE ONE (Ma~ grading ~N)
COPPELL, TEXAS
OUR REPORT NO.: 04773-52
~ATA:
TEST DATE ~ ELEV. SOIL ID om3uuu MAXIMUM ~ IN PLA~E IN PLACE PERCENT COMMENT*
. MOI~FURE DRY DEN~'i~ MO~RJRE DRY DENSITY COMP~TiON
NO.DEPTH '~ NUMBER % FCF % PCF
375 03/15/05 FG-2.5 3 11.5 121 12.6 118 97 1 -A
376 03/15~05 FG-2.0 3 11.5 121 14.5 115 95 1-^
377 03/15/05 FG-1.5 3 11.5 121 12.9 121 100 1-A
378 03/15/05 FG-2.5 3 11.5 121 14.1 116 96 1-A
379 03/15~05 FG-2.0 3 11.5 121 14.3 117 96 1-A
380 03/15/05 FG-1.5 3 11.5 121 13.6 119 99 1 -A
381 03/15/05 FG-2.5 3 11.5 121 13.1 119 98 1-A
PAD
375 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 1
376 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 1
377 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 1
378 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 2
379 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 2
380 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 2
381 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 3
FILL
2 NATURAL SU~C~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 Wlscondn St., Suite 100
Do#os, 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: 03115/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-52A
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE pERCENT COMMENT*
NO.DEPTH ",,,~ NUMBER % FCF % FCF
382 03/15/05 FG-2.0 3 11.5 121 13.2 118 98 1-A
383 03115105 FG-1.5 3 11.5 121 13.9 117 96 1-A
384 03/15/05 FG-2.5 3 11.5 121 11.5 120 99 1-A
385 03/15~05 FG-2.0 3 11.5 121 14.2 118 98 1 -A
386 03/15~05 FG-1.5 3 11.5 121 12.6 119 98 1-A
387 03/15105 FG-2.5 3 11.5 121 12.0 120 99 1-A
388 03/15~05 FG-2.0 3 11.5 121 12.9 118 98 1-A
382 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 3
383 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD $
384 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 4
385 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 4
386 !0' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 4
387 !0' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 5
388 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 5
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 Respectfully Submitted,
¢
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering ~ Construction Materials Testing /~ Environmental Engineering/~ Consulting
ALPHA TESTING, INC.
2209 HI, con, In St., Suite I00
C~IIo~, Texos 7522~
972/62G8911 o 972_/2634957 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03115~05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-52B
TEST DATA:
TEST DATE _'~_.. ELEV. SOIL ID OPnMUM MAXIMUM La~ IN PL~;E IN PLACE PERCENT COMMENT*
MOISTURE DRY DE~ MX~TURE DRY DENSFi'~ COMPAC~ON
NO.DEPTH '~ NUMBER
389 03/15/05 FG-1,5 3 11.5 121 12.0 119 98 1-A
390 03/15~05 FG-2.5 3 11.5 121 13.6 116 96 1 -A
391 03/15/05 FG-2.0 3 11.5 121 12.4 119 99 1-A
392 03/15~05 FG-1.5 3 11.5 121 13.2 117 97 1-A
393 03/15/05 FG-2.5 3 11.5 121 13.8 118 98 1-A
394 03/15/05 FG-2.0 3 11.5 121 12.9 118 98 1-A
395 03/15/05 FG-1.5 3 11.5 121 13.7 117 96 1-A
BUILDING PAD
389 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 5
390 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 6
391 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 6
392 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 6
393 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 7
394 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 7
395 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 7
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 DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE ODES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, [NC
Geotechnical Engineering /& Construction Materials Testing/~ Environmental Engineering/~ Consulting
ALPHA TESTING, INC.
Dallas, Texa; 7~229
9'72/620-8911 - 972/263.4937 (Metro)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/15/05
PROJECT:
VILLAS AT LAKE VISTA pHASE ONE (Mace grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-52C
TEST DATE DE ~'~LEV. SOIL ID o~uuu u~uuu L~ ~ ~t~CE ~N ~CE ~;;CENT COMMENT*
NO. NUMBER % ~'CF % PCF
396 03/15105 FG-2.5 3 11.5 121 12.6 115 97 1 -A
397 03/15105 FG-2.0 3 11.5 121 11,9 120 99 1-A
398 03/15/05 FG-1.5 3 11.5 121 12.5 119 98 1-A
399 03/15/05 FG-2.5 3 11.5 121 12.7 105 87 1-A
400 03/15/05 FG4.5 5 16.5 110.5 20.3 105 95 1-A
401 03/15/05 FG~I.0 5 16.5 110.5 19.8 105 95 1-A
402 03115/05 FG~,.5 5 16.5 110.5 19.3 107 97 1-A
396 20' N AND 20' W FROM THE SE CORNER OF BLOCK C~ PAD 8
397 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 8
398 Z0' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 8
399 Z0' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 9
400 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 19
401 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 19
402 20' N AND 20' W FROM THE SE CORNER OF BLOCK C, PAD 20
1 FILL
2 NATURAL SUBORADE
3 UME STABILIZED
4 CEMENT TREATED
* A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOTCOMPLYWlTH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE (~DES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /~ Construction Materials Testing ~ Environmental Engineering/~7 Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollc~ Texas 75229
972/620-8911 - 972_~263~937 (Metro)
FAX: ~72~406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/15/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only) OUR REPORT NO.: 04773-53
COPPELL, TEXAS
;T DATA:
403 03/15/05 FG-2.0 3 11.5 121 14.1 117 97 1-A
404 03/15~05 FG-1.5 3 11.5 121 13.4 121 100 1 -A
405 03/15/05 FG-2.5 3 11.5 121 11.5 114 94 1-A
406 03/15/05 FG-2.0 3 11.5 121 13.0 120 100 1-A
407 03/15/05 FG-1.5 3 11~5 121 13.5 121 100 I-A
408 03/15/05 FG-2.5 3 11.5 121 12.6 121 100 1-A
409 03/15/05 FG-2.0 3 11.5 121 13.9 120 99 1-A
:'AD
403 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 9
404 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 9
405 20' N AND 20' E FROM THE SW CORNER OF BLOCK Cl PAD 10
406 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 10
407 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 10
408 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 11
409 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 11
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENTCOMPACTION DOES NOTCOMPLYWITH SPECIFICATIONS
C. PERCENT IN pLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~led,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering ~ Construction Materials Testing IR7 Environmental Engineering/:~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Do#as, Texas 75229
972/620-8911 - 972/263-4937 (Metro.)
FAX: ~72/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/15/05
PROJECT:
VILLAS AT LAKE VISTA PH~E ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-53A
ST DATA:
TEST DATE '~_.. ELEV. SOIL ID OP~MU~ MAXIMUM L~B IN pLACE IN pLACE PERCENT COMMENT*
NO.DEPTH ~,,~ NUMBER % FCF % PCF
410 03/15105 FG-1.5 3 11.5 121 13.5 120 99 1-A
411 03/15/05 FG-2.5 3 11.5 121 12.8 120 99 1-A
412 03115/05 FG-2.0 3 11.5 121 14.1 118 98 1-A
413 03/15/05 FG-I.5 3 11.5 121 12.9 118 98 1-A
414 03/15/05 FG-2.5 3 11.5 121 14.3 117 96 1-A
415 03/15/05 FG-2.0 3 11.5 121 13.8 119 99 1-A
416 03/15/05 FG-I.5 3 11.5 121 13.5 119 98 1-A
G PAD
410 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 11
411 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 12
412 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 12
413 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 12
414 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 13
415 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 13
416 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 13
FILL
NATURAL SUBGRADE
LIME STABILIZEO
CEMENT TREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATION$
B PERCENT COMPACTION DOES NOT COM PLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA T~ST~NG, INC.
Geotechnical Engineering ~ Construction Materials Testing ~7 Environmental Engineering/~ Consulting
ALPHA TESTING, INC.
2209 H~-r~consln St., Suite 100
DO#as, Texas 75229
972/620-8911 - 972/2634937 (Metro)
FAX: 972/400-'90--2*'~
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/15/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-53B
EST DATA:
TEST DATE ~ ELEV. SOIL ID ol=muuid MAXIMUM ~ IN pLACE iN PLAC~ pERCENT COMMENT*
NO.DEPTH ~.~ NUMBER
417 03/15/05 FG-2.5 5 16.5 110.5 20.2 103 93 1-A
418 03/15/05 FG-2.0 5 16.5 110.5 18.8 106 96 1-A
419 03115/05 FG-1.5 5 16.5 110.5 18.8 107 96 1-A
420 03/15/05 FG-2.5 5 16.5 110.5 17.5 105 95 1-A
421 03/15105 FG-2.0 5 16.5 110.5 20.0 103 93 1-A
422 03/15105 FG-1,5 5 16.5 110.5 17.9 105 95 1-A
423 03/15~05 FG-2.5 5 16.5 110.5 18.2 106 96 1-A
PAD
417 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 14
418 20' N AND 20' E FROM THE SW CORNER OF BLOCK CI PAD 14
419 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 14
420 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 15
421 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 15
422 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 15
423 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 16
1 FILL
2 NATURAL SUBGRAOE
3 LIME STABILIZED
4 CEMENT TREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACT~ONCOMPLYWITHSPEClFICATIONS
E~ PERCENTCOMPACTION DOES NOTCOMPLYWITH SPECIFICATIONS
C PERCENT IN pLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
ALPHA TESTING, INC
Geotechnical Engineering /~ Construction Materials Testing/~ Environmental Engineering/~ Consulting
ALPHA TESTIN( , INC.
220~ Wl~cork~n St., Suite 100
Dallas, Texa~ 75229
972/620-8911 - 972/263-4937 (Me~o)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03115~05
PROJECT:
VILLAS AT ~ VISTA PH~E ONE (Ma~ grading onN)
COPPELL, TEXAS
OUR REPORT NO.: 04773-53C
TEST DATA:
TEST DATE ~ ELEV. BOIL ID QPllMUM la~(JMUM ~ IN PLACE IN plACE PERCENT COMMENT*
NO.DEPTH'~ NUMBER % PCF % PCF
424 03/15/05 FG-2.0 5 16.5 110.5 18.2 104 94 1-A
425 03/15/05 FG-1.5 5 16.5 110.5 19.9 105 95 1-A
426 03/15/05 FG-2.5 5 16.5 110.5 18.6 104 94 1-A
427 03/15/05 FG-2.0 5 16.5 110.5 18.7 104 94 1-A
428 03/15/05 FG-1.5 5 16.5 110.5 18.3 106 96 1-A
429 03/15/05 FG-4.5 5 16.5 110.5 17.6 105 95 1-A
430 03/15~05 FG~,.0 5 16.5 110.5 19.0 105 95 1 -A
;UILDING PAD
424 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 16
425 20' N AND 20' E FROM THE SiN CORNER OF BLOCK C, PAD 16
426 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 17
427 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 17
428 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 17
429 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 18
430 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 18
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 Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering/~ Construction Materials Testing ~ Environmental Engineering/~ Consulting