Villas at LV-LR050314ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
~ Texas 75229
972/620~8911 - 972/263-4937 (Mefro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03114/05
PROJECT:
VILLAS AT ~ ~STA PH~E ONE (Maes grading one)
COPPELL, TEXAS
OUR REPORT NO.: 04773-45
TEST DATA:
TEST DATE ~ ELEV. SOIL ID O~TIMUM MAXIMUM LAB IN PLe~E IN ~ PERCENT COMMENT'
NO.DEPTH ',,,~ NUMBER % PCF % PCF
291 03/14105 SG 2 21.0 103 22.0 96 93 2-A
292 03/14/05 SG 2 21.0 103 22.1 98 96 2-A
293 03/14105 SG 2 21.0 103 23.7 101 98 2-A
294 03114/05 SG 2 21.0 103 23.1 97 94 2-B
295 03/14/05 SG 2 21.0 103 24.4 99 97 2-A
296 03/14105 SG 2 21.0 103 22.5 99 96 2-A
297 03/14/05 FG-3.5 5 16.5 110.5 19.1 108 98 1-A
291 20' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 15
292 30' N AND 20' W FROM THE SE CORNER OF BLOCK C1 PAD 16
293 15' N AND 15' W FROM THE SE CORNER OF BLOCK C, PAD 17
294 25' N AND 25' E FROM THE SW CORNER OF BLOCK C~ PAD 18
295 0' N AND 30' W FROM THE SE CORNER OF BLOCK C, PAD 19
296 25' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 20
297 20' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 15
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT l~EATED
· 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
ALPHA Theuseofournameand~eStresult~mustreceh~ourwrtttenapprOval Test~e$u~tsand~ep~rtsapp~y~n~yt~thesamp~estestedan~/~r~bsewe~andare~tindk`~ab~ofthequa~tiesof
Geotechnical Enginee#ng ~ Construction Materials Testing ~ Environmental Engineering/:Z7 Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
~ Texos 75229
972/620-8~11 - 972/263-4~37 (Metro)
FAX: 972/406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/14/05
PROJECT:
VILLAS AT~ VISTAPHASEONE(Ma~gmdingonN) OUR REPORT NO.: 04773~5A
COPPELL, TEXAS
TEST DATA:
TEST DATE ~'~ ELEV SOIL ID OFnMUM MAXIMUM LAB IN ~L~CE IN ~ PERCENT COMMENT'
NO.DEI~rH ~,~h NUMBER % ~=cF % ~CF
298 03/1 4/05 FG-3.0 5 16.5 110.5 19.0 103 94 1 -A
299 03/14/05 FG'4.5 5 16.5 110.5 19.2 108 98 1 -A
300 03/14/05 FG-4.0 5 16.5 110.5 17.5 105 95 1 -A
301 03/14/05 FG-3.5 5 16.5 110.5 18.3 107 96 1-A
302 03/14~05 FG-3.0 5 16.5 110.5 18.7 106 96 1 -A
303 03/14~05 FG-4.5 5 16.5 110.5 20.2 108 97 1 -A
304 03/14~05 FG-4.0 5 16.5 110.5 19.4 105 95 1 -A
BUILDING PAD
298 20' N AND 15' W FROM THE SE CORNER OF BLOCK C, PAD 15
299 15' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 14
300 10' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 14
301 30' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 14
302 25' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 14
303 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 15
304 20' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 15
I FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT ~EATED
· A tN 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 SubmAled,
o..MST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
DoSas, Texas 75229
972/620-8911 - 972,/263~937 (Metro.)
FAX: 972,/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/14105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Ma~ grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-45B
TEST DATA:
TEST DATE __~._.. ELEV. 8OIL ID o~n~m MNGMUM I~ IN m~CE ~N ~C~CE ~C~N~ COMMENT*
NO.DEPTH '~t NUMBER
305 03/1 4/05 FG-3.5 5 16.5 110.5 t 8.3 105 95 1 -A
306 03/14105 FG-3.0 5 16.5 110.5 17.4 106 96 1-A
307 05/14/05 FG-4.5 5 16.5 110.5 18.2 104 94 1-A
308 03/14/05 FG-4.0 5 16.5 110.5 19.2 108 97 1
309 03/14/05 FG-3.5 5 16.5 110.5 19.1 105 95 1-A
310 03/14/05 FG-3.0 5 16.5 110.5 18.0 107 96 1-A
311 03/14/05 FG-4.5 5 t6.5 110.5 17.5 106 96 1-A
BUILDING PAD
305 15' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 15
306 10' N AND 20' E FROM THE SW CORNER OF BLOCK CI PAD 15
307 ~0' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 16
308 !0' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 16
309 15' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 16
310 20' N AND 10' E FROM THE SW CORNER OF BLOCK C~ PAD 16
311 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 17
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. P~RCENT 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
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wbcon,s/n St., Su/te 100
~ Texas 75229
972/620-8911 - 972./263-4937 (Metro)
FAX: 972~406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/14/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only) OUR REPORT NO.: 04773-45C
COPPELL, TEXAS
DATA:
TEST DATE ~ELEV SOIL ID oemauu MAXIMUM LAB IN PL~CE ~N P~CE PERCENT COMMENT*
NO.DEPTH ~,~ NUMSER
312 03114/05 FG-4.0 5 16.5 110.5 19.2 106 96 1-A
313 03114105 FG-3.5 5 16.5 110.5 19.0 104 94 1-A
314 03/14105 FG-3.0 5 16.5 110.5 20.0 106 96 1-A
315 03/14105 FG-4.5 5 16.5 110.5 20.3 104 94 1-A
316 03/14/05 FG-4.0 5 16.5 110.5 17.6 107 96 1 -A
317 03/14/05 FG-3.5 5 16.5 110.5 17.5 107 97 1-A
318 03/14/05 FG-3.0 5 16.5 110.5 18.2 107 97 1-A
312 20' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 17
313 30' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 17
314 11' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 17
315 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 6
316 25' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 6
317 30' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 6
318 10' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 6
I FILL
2 NATURAL SL~B~RADE
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 DO~S NOT COMPLY WiTH SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineedng ~ Construction Materials Testing ~h Environmental Engineedng /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#as, Texas 75229
972/620-891 ! - 972/263-4~37 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/14/05
PROJECT:
VILLAS AT LAKE VISTA pHASE ONE (Ma~ grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-45D
~ATA:
319 03/14/05 FO-4.5 3 11.5 121 13.0 117 97 1-A
320 03/14/05 FG-4.0 3 11.5 121 14.5 115 95 1-A
321 03/14/05 FG-3.5 3 11.5 121 14.5 118 98 1-A
322 03/14/05 FG-3.0 3 11.5 121 13.8 117 97 1-A
323 03/14/05 FO-4.5 3 11.5 121 12.7 119 99 I-A
324 03/14/05 FG-4.0 3 11.5 121 14.5 121 100 I-A
325 03/14/05 FO-3.5 3 11.5 121 14.5 117 97 1-A
PAD
319 30' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 7
320 10' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 7
321 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 7
322 25' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 7
323 10' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 8
324 20' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 8
325 25' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 8
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 PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPEClFICATIONS Respectfuffy S ubmitt ed,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering ,q~ Construction Materials Testing ~ Environmental Engineering /7] Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
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
PIANO, TEXAS
DATE: 03/14105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-45E
326 03/14/05 FG-3.0 3 11.5 121 14.0 116 96 1-A
327 03/14/05 FG4.5 3 11.5 121 13.4 119 99 1-A
328 03/14/05 FG-4.0 3 11.5 121 13.1 116 96 1-A
329 03/14/05 FG-3.5 3 11.5 121 12.4 117 97 1-A
330 03114/05 FG-3.0 3 11.5 121 12.2 116 96 1-A
331 03/14105 FG-4.5 3 11.5 121 14.0 118 97 1-A
332 03/14/05 FG-4.0 3 11.5 121 13.7 119 99 1-A
TEST LOC;ATIUN: I~uIl. IJIm~ ~'~M
326 20' N AND 30' E FROM THE SW CORNER OF BLOCK CI PAD 8
327 10' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 9
328 30' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 9
329 30' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 9
330 20' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 9
331 15' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 10
332 25' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 10
2 NATURAL SUBGRAD~
3 LIME STABILIZED
4 CEMENT TREATED
* A ~NPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPEClFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submdted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering/~ Construction Materials Testing FJ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 1DO
Dollas, 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: 03/14105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mass grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-45F
TEST DATE ~ SOIL ID OmlUUU MAXIMUM L&B IN F~.ACE iN F~L~E PERCENT COMMENT*
NO. NUMBER % ~F % ~CF
333 03114/05 FG-3.5 3 11.5 121 14.0 119 99 1-A
334 03/14105 FG-3.0 3 11.5 121 13.0 116 96 1-A
335 03/14/05 FG~,.5 3 11.5 121 14.0 117 97 1-A
336 03/14~05 FGJ,.0 3 11.5 121 13.6 115 95 1 -A
337 03/14/05 FG-3.5 3 11.5 121 11.9 119 98 1-A
338 03/14/05 FG-3.0 3 11.5 121 11.8 116 96 1-A
339 03/14~05 FG-4.5 3 11.5 121 12.2 118 97 1 -A
;PAD
333 ,.0' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 10
334 10' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 10
335 $0' N AND 25' E FROM THE SW CORNER OF BLOCK C, PAD 11
336 25' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 11
337 30' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 11
338 10' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 11
339 !0' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 12
I FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A iNPLACEPERCEN"rMOISTUREANDPSRCENTCOMPACTIONCOMPLYWiTHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY Wfl~H SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering ~ Construction Materials Testing ~ Environmental Engineering/;fl Consulting
ALPHA TESTINg, INC.
2209 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: 03/14/05
PROJECT:
VILLA~ AT ~ VISTA PHASE ONE (Ma~ grading oW)
COPPELL, TEXAS
OUR REPORT NO.: 04773-45G
TEST DATE DE~H ELEV. SOIL ID oF~uuu M~YJMUM LAB IN ~ ~N PLACE F~RDENT COMMENT'
MOISTURE DRY [:~l~l~lTY MOISTURE DRY DENSITY COMPACTION
NO. NUMBER ~ ~CF % PCF
340 03/14/05 FG-4.0 3 11.5 121 12.1 117 97 1-A
341 03114/05 FG-3.5 3 11.5 121 12.7 115 95 1-A
342 03/14/05 FG-3.0 3 11.5 121 13.4 118 97 1-A
343 03/14/05 FG-4,5 3 11.5 121 12.1 116 96 1-A
344 03/14/05 FG-4.0 3 11.5 121 11.7 116 96 I-A
345 03/14/05 FG-3.5 3 11.5 121 11.6 120 99 1-A
346 03/14/05 FG-3.0 3 11.5 121 12.7 116 96 1-A
TI-51 LL)L;A I IUPI: DU~LM,~
340 10' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 12
341 20' N AND 20' E FROM THE SW CORNER OF BLOCK C~ PAD 12
342 30' N AND 10' E FROM THE SW CORNER OF BLOCK C, PAD 12
343 10' N AND 30' E FROM THE SW CORNER OF BLOCK C, PAD 13
344 20' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 13
345 15' N AND 20' E FROM THE SW CORNER OF BLOCK C, PAD 13
346 20' N AND 15' E FROM THE SW CORNER OF BLOCK C, PAD 13
I FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
E PERCENTCOMPACTION DOES NOTCOMPLYWITH 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.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texos 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: 03/14/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-48
TEST DATA:
TEST DATE DE~ SOiL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLACE PERCENT
MOISTURE DRY DENSI~ MOISTURE DRY DENSITY COMMENT*
NO NUMBER % PCF % PCF COMPACTION
347 03/14/05 SG 4 23.5 96.5 24.3 95 99 2-A
348 03/14/05 SG 4 23.5 96.5 27.2 92 95 2-A
349 03/14/05 SG 4 23.5 96.5 27.0 94 97 2-A
350 03/14/05 SG 4 23.5 96.5 25.7 95 98 2-A
351 03/14/05 FG-4.5 4 23.5 96.5 28.5 91 94 1-A
352 03/14/05 FG~,.0 4 23.5 96.5 29.0 94 97 1-A
353 03/14/05 FG-3.5 4 23.5 96.5 29.7 90 94 1-A
TEST LOCATION: BUILDING PAD
347 30' E AND 20' N OF SW CORNER OF BLOCK B, PAD 20
348 30' E AND 20' N OF SW CORNER OF BLOCK B, PAD 21
349 30' E AND 20' N OF SVV CORNER OF BLOCK B, PAD 22
350 30' E AND 20' N OF SW CORNER OF BLOCK B, PAD 23
351 30' E AND 20' N OF SW CORNER OF BLOCK B, PAD 20
352 30' E AND 20' N OF SW CORNER OF BLOCK B, PAD 20
353 30' EAND 20'N OF SW CORNER OF BLOCK B, PAD 20
I FILL
2 NATURALSUBGRAOE
3 LIME STABILIZED
4 CEMENTTREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
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 Engineenng / Construction Materials Testing /, Env/7onmental Engineering /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, 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
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/14/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORTNO.: 04773-48A
TEST DATA:
TEST DATE D~ SOIL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCP % PCP COMPACTION
354 03/14/05 FG-3.0 4 23.5 96.5 29.6 93 96 1-A
355 03/14/05 FG-4.5 4 23.5 96.5 28.7 93 96 1-A
356 03/14/05 FG-4.0 4 23.5 96.5 28.5 93 97 1-A
357 03/14/05 FG-3.5 4 23.5 96.5 30.4 92 95 1-A
358 03/14/05 FG-3.0 4 23.5 96.5 29.2 91 95 1-A
359 03/14/05 FG-4.5 4 23.5 96.5 29.2 93 97 1-A
360 03/14/05 FG-4.0 4 23.5 96.5 28.5 92 95 1-A
TEST LOCATION: BUILDING PAD
354 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 20
355 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 21
356 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 21
357 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 21
358 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 21
359 30' EAND 20' N FROM THE SW CORNER OF BLOCK B, PAD 22
360 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 22
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 Subm*tted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reports are for the exclusive use of the Cheer (and their designated rec~pients on file in our office) and shall nol be reproduCed and/or distributed except With express approval of
ALPHA Ttleuseofournameandtestresultsmustrecelveourwr~ttenapproval Tes~resu~~sandrep~rtsapp~y~~I~t~thesamp~estestedand/~r~bserved~nda~en~~~ndica~~ve~ft~equa~~ties~f
apparently identical or similar Specimens
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
~209 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
PIANO, TEXAS
PROJECT:
VILIAS ATIAKE VISTA PHASE ONE
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/14/05
OUR REPORT NO.: 04773-48B
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSI~ COMPACTION
NO.DEPTH ~ NUMBER % PCF % PCF
361 03/14/05 FG-3.5 2 21.0 103 24.9 99 96 1-A
362 03/14/05 FG-3.0 2 21.0 103 23.7 100 97 1-A
363 03/14/05 FG-4.5 2 21.0 103 22.0 101 98 1-A
364 03/14/05 FG-4.0 2 21.0 103 24.6 100 97 1-A
365 03/14/05 FG-3.5 2 21.0 103 24.8 100 97 1-A
366 03/14/05 FG-3.0 2 21.0 103 25.6 97 94 1-A
367 03/14/05 FG-2.5 2 21.0 103 24.0 100 97 1-A
TEST LOCATION: BUILDING PAD
361 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 22
382 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 22
363 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 23
364 ~0' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 23
365 ~0' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 23
366 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 23
367 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 23
1 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
Our test results and reports are for the exclusive use of the Client (anti their designated rec~ p!ent s on file in our office) and shall not be reproduceO and/or distnbuted except with express approval of
ALPHA Ttle USe of Our name and test results must receive our w~tten approval Test results and repolts apply only to the samples tested and/or observed and ere not i[~dicative of the qualities of
Geotechnical Engineering /, Construction Materials Testing /, Environmental Engineering /: Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4¢37 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/14/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-48C
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PL~,CE PERCENT COMMENT'
' MOISTURE DRY OENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEF ~t'1 "~ NUMBER % pcF % pcF
368 03/14/05 FG-2.5 2 21.0 103 23.9 98 95 I-A
369 03/14105 FG-2.5 2 21.0 103 24.6 100 97 1-A
370 03/14/05 FG-2.5 2 21.0 103 26.0 97 94 1-A
371 03/14/05 FG-2.5 2 21.0 103 22.6 102 99 1-A
372 03/14/05 SG 2 21.0 103 23.7 99 96 1-A
373 03/14/05 SG 2 21.0 103 22.9 101 98 1-A
374 03/14/05 SG 2 21.0 103 23.3 101 98 1-A
TEST LOCATION: BUILDING PAD
368 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 22
369 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 21
370 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 20
371 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 16
372 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 17
373 30' E AND 20' N FROM THE SW CORNER OF BLOCK B, PAD 18
374 30' EAND20' N FROM THE SW CORNER OF BLOCK B, PAD 19
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,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our tesl results and repor[s are for the exclusive use of the Client (and their designated recipients or~ file in our office) and st3all not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive our written approval Test results and repods apply only to the samples tested and/or observed and are not indicative of [he quaii~ies of
apparently ~dent~cal or Slml~a r specimens
Geotechnical Engineenng I Construction Matenals Testing I Environmental Engineering I?' Consulting
ALPHA TESTIN( , INC.
2209 Wisconsin St., Suite 100
Doll~s, Texos 7522~
~72/620-8911 - ~72/203-4~37 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON AND ASSOCIATES
PLANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SlTU SWELL
POTENTIAL
DATE: 03/14/05
OUR REPORT NO.: 0477347
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENETRO- WEIGHT PERCENT
QC-18 03/14/05 BLOCK B PAD 21 (FG-4.0') BROWN SANDY CLAY 30.4 31.7 1.25 91.1 0.73%
QC-19 03/14105 BLOCK B PAD 23 (FG-I.0') BROWN SANDY CLAY 31.3 1.3 1.25 90.3 0.55%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering ~¥ Construction Materials Testing /;~ Environmental Engineering //~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Doll~s, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON AND ASSOCIATES
PLANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SlTU SWELL
POTENTIAL
DATE: 03/14/06
OUR REPORT NO.: 04773-51
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENETRO- WEIGHT PERCENT
MOISTURE MOISTURE METER (PCF) SWELL
QC-20 03/14/05 BLOCK C PAD 15 (FG-1.0') BROWN SANDY CLAY 20 20.4 1.50 104.5 0.17%
QC-21 03/14/05 BLOCK C PAD 15 (FG-4.0') BROWN SANDY CLAY 20.6 20.7 1.75 102.5 0.25%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /~' Construction Materials Testing /~ Environmental Engineering /? Consulting