Villas at LV-LR050310ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4~37 (Metro)
lAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03110/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-37
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~,~ NUMBER % PCF % PCF
214 03/10/05 SG 2 21.0 103 22.5 98 95 2-A
215 03/10/05 SG 2 21.0 103 21.4 101 98 2-A
216 03/10/05 SG 2 21.0 103 22.6 99 96 2-A
217 03/10/05 FG~,.5 2 21.0 103 22.4 99 96 1-A
218 03/10/05 FG~,.0 2 21.0 103 23.9 96 94 1-A
219 03/10/05 FG-3.5 2 21.0 103 23.8 97 94 1-A
220 03/10/05 FG-3.0 2 21.0 103 23.0 98 95 I~A
TEST LOCATION: BUILDING PAD
214 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 1
215 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 2
216 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 3
217 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 1
218 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 1
219 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 1
220 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 1
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 DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
[3. RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /. Construction Materials Testing / Environmental Engineering /,' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite ~00
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: 03110/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-37A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN pLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.DEPTH '~.,~ NUMBER % PCF % PCF
221 03/10/05 FG-4.5 2 21.0 103 23.3 97 94 1-A
222 03~10105 FG-4.0 2 21.0 103 22.4 98 95 1-A
223 03/10105 FG~3.5 2 21.0 103 23.8 98 95 1-A
224 03/10/05 FG-3.0 2 21.0 103 23.5 97 94 1-A
225 03/10/05 FG-4.5 2 21.0 103 22.3 99 96 1-A
226 03/10/05 FG-4.0 2 21.0 103 22.9 97 94 1-A
227 03/10/05 FG-3.5 2 21.0 103 22.7 98 95 1-A
TEST LOCATION: BUILDING PAD
221 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 2
222 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 2
223 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 2
224 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 2
225 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 3
226 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 3
227 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 3
1 FILL
2 NATURALSUBGRADE
3 LiME STABILtZED
4. CEMENTTREATED
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 Subm~ed,
RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Our tes( results aha repofls are for the excJuslve use of the Client (and Iheir designated recipients on file in ou(office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and ~est resu~ts must receive our wnt~en approval Test resu~s and repo~1s app~y ~n~y t~ the samp~es ~ested and~r ~bse~ved a~1d are n~t ~ndicat~e ~f tne qua~it~es ~
apparently ,denbcal or sim~la r specimens
Geotechnical Engineering / Construction Materials Testing / Enwronmental Engineering /: Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da/las, 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: 03/10/05
PROJECT:
VILLAS AT LAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-37B
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENStTY COMMENT*
NO.~EPTH'~ NUMBER % PCF % F~CP COMPACTION
228 03/10/05 FG-3.0 2 21.0 103 22.3 99 96 1-A
229 03/10/05 FG-3.5 2 21.0 103 24.0 97 94 1-A
230 03/10/05 FG-3.0 2 21.0 103 23.3 98 95 1-A
231 03/10/05 FG-2.5 2 21.0 103 23.5 98 95 1-A
232 03/10/05 FG-2.0 2 2t.0 103 23.6 97 94 1-A
233 03/10/05 FG-3.5 2 21.0 103 22.4 98 95 1-A
234 03/10/05 FG-3.0 2 21.0 103 23.2 98 95 1-A
TEST LOCATION: BUILDING PAD
228 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 3
229 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 4
230 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 4
231 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 4
232 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 4
233 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 5
234 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 5
I FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATEB
· 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 / Construchon Materials Teshng / Env/Yonmental Engineering /; Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, 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
PIANO, TEXAS
DATE: 03/10/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-37C
TEST DATA:
TEST DATE DE~ SOIL ID OPTIMUM MAXIMUM LAS ~ IN PLACE ~N PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
235 03/10/05 FG-2.5 2 21.0 103 24.1 97 94 1-A
236 03/10/05 FG-2,0 2 21.0 103 23.0 98 95 1-A
237 03/10/05 FG-3.5 2 21.0 103 22.0 99 96 1-A
238 03/10/05 FG-3.0 2 21.0 103 22.8 98 96 1-A
239 03/10/05 FG-2.5 2 21.0 103 24.9 96 93 1-A
240 03/10/05 FG-2.0 2 21.0 103 23.8 97 94 1-A
241 03/10/05 FG-1.5 2 21.0 103 23.4 98 95 1-A
TEST LOCATION: BUILDING PAD
235 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 5
236 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 5
237 20' S AND 20' E FROM THE NVV CORNER OF BLOCK D, PAD 6
238 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 6
239 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 6
240 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 6
241 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 6
FILL
NATURALSUBGRADE
LIME STABILIZED
CEMENTTREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WtTH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFtCATIONS
C PERCENT IN pLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully S u bmitt ed,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineeeng / Construct/on Materials Testing I Environmental Engineering /;; Consulhng
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texos 7522~
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: 03/10/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-37D
TEST DATA:
TEST DATE ~ ELEV. SOIL iD OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~ NUMBER % PCE % PCE
242 03/10/05 FG-4.5 2 21.0 103 22.7 97 94 1-A
243 03/10/05 FG-4.0 2 21.0 103 25.0 97 94 1-A
244 03/10/05 FG-3.5 2 21.0 103 23.3 97 94 1-A
245 03/10/05 FG-3.0 2 21.0 103 23.0 100 97 1-A
246 03/10/05 FG-2.5 2 21.0 103 24.3 96 93 1-A
247 03/10/05 FG-2.0 2 21.0 103 22.4 97 94 1-A
248 03/10/05 FG-1.5 2 21.0 103 23.1 98 95 1-A
TEST LOCATION: BUILDING PAD
242 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 7
243 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 7
244 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 7
245 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 7
246 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 1
247 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 1
248 20' S AND 20' E FROM THE NW CORNER OF BLOCK D, PAD 1
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 PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Our tes~ results and reports ale for the exclusive use of the Client (and their designated recipients on file in our office) and shall no~ 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 reports apply onJy to the samples tested and/or observed, and are not indicative of the qualitm s of
apparently Jdentlca[ or similar specrmens
Geotechmcal Engineering / Construction Materials Testing / Environmental Engineering /;: Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
220~ Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4~37 (Metro)
FAX: 972[/~6-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
C/O DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03/10/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-37E
TEST DATA:
MOISTURE DRY OENSITY MOISTURE DRY OENSITY COMMENT*
NO.DEPTH ~,,~ NUMBER % PCF % PCF COMPACTION
249 03/10/05 SG 2 21.0 103 22.1 98 95 2-A
250 03/10/05 SG 2 21.0 103 22.9 100 97 2-A
251 03/10/05 SG 2 21.0 103 22.3 99 96 2-A
252 03/10/05 SG 2 21.0 103 21.5 100 97 2-A
253 03/10/05 SG 2 21.0 103 21.8 99 96 2-A
254 03/10/05 SG 2 21.0 103 21.7 101 98 2-A
255 03/10/05 SG 2 21.0 103 23.3 97 94 2-A
TEST LOCATION: BUILDING PAD
249 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 1
250 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 2
251 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 3
252 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 4
253 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 5
254 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 6
255 20' S AND 20' E FROM THE NW 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 DOES NOT COMPLY WITH SPECIFICATIONS Respectfully S u b mitred,
D RETEST
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 shall not be reproduCed arid/or dist,buled except with express approva~ of
ALPHA The use of our name and test results must receive our wntlen approval Test results and reports apply only to the sampJes tested and/or ObServed. and are not indic, abve of the qualities of
apparectly ~aenllca~ or similar specimens
Geotechnical Engineering ir Construction Matedals Testing /. Environmental Engineering # Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
' Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, bP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/10/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-37F
TEST DATA:
TEST ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
NO. DATEDEPTH~.~ MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT
NUMBER % PCF % PCF COMPACTION COMMENT'
256 03/10/05 SG 2 21.0 103 21.4 101 98 2-A
257 03/10/05 SG 2 21.0 103 22.0 98 95 2-A
258 03/10105 SG 1 15.5 108.5 17.8 106 98 2-A
259 03/10/05 SG 1 15.5 108.5 17.5 106 97 2-A
260 03/10/05 SG 1 15.5 108.5 16.6 106 98 2~A
261 03/10/05 SG 1 15.5 108.5 17.1 107 99 2-A
262 03/10/05 SG 1 15.5 108.5 17.7 106 97 2-A
TEST LOCATION: BUILDING PAD
256 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 8
257 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 9
258 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 10
259 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 11
260 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 12
261 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 13
262 20' S AND 20' E FROM THE NW CORNER OF BLOCK C, PAD 14
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
D RETEST
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /: Construction Matenbls Testing / Environmental Engineering /,; Consulting