Villas at LV-LR050311ALPHA TESTING, INC.
22C~ Wisconsin St,, Suite 100
DallOs, Texos 75229
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 VESTA PHASE I
COPPELL, TEXAS
IN-SlTU SWELL
POTENTIAL
DATE: 03/11/05
OUR REPORT NO.: 04773-41
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENETRO- V~EIGHT PERCENT
MOISTURE MOISTURE METER (PCF) SWELL
QC-11 03/11/05 BLOCK A PAD 18 (FG-4.0') BROWN SANDY CLAY 25.1 25.8 1.75 95.5 0.40%
QC-12 03/11105 BLOCK A PAD 20 (FG-I.0') BROWN SANDY CLAY 27.1 27.5 1.50 97.4 0.37%
QC-13 03/11/05 BLOCK D PAD 9 (FG-I.0') BROWN SANDY CLAY 25.2 25.8 1.75 97.8 0.48%
QC-14 03/11/05 BLOCK D PAD 2 (FG~,.0') BROWN SANDY CLAY 25.5 25.8 1.50 98.1 0.43%
QC-15 03/11/05 BLOCKDPAD3(FG-1.0') BROWN SANDY CLAY 27.1 27.5 1.50 96.0 0.36%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Su.b_mitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /,' Construction Materials Testing /~ Environmental Engineering /~, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Do#os, Texas 7522~
972/620-8911 - 972/263-4937 [Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/11/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-39
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY blOISTURE DRY DENSITY COMMENT*
NO DATE NUMBER % PCF % PCF COMPACTION
263 03111/05 FG-4.0 2 21.0 103 25.6 97 95 1-A
264 03~11105 FG-3.5 2 21.0 103 23.8 97 94 1-A
265 03111/05 FG-3.0 2 21.0 103 25.8 96 93 1-A
266 03111/05 FG-4.0 2 21.0 103 25.4 97 94 1-A
267 03/11/05 FG-3.5 2 21.0 103 24.8 97 94 1-A
268 03/11/05 FG-3.0 2 21.0 103 22.5 99 96 1-A
269 03/11/05 FG-4.0 2 21.0 103 22.9 99 96 1-A
TESTLOCATION: BUILDING PAD
263 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 13
264 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 13
265 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 13
266 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 14
267 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 14
268 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 14
269 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 15
I FiLL
2 NATURALSUBGRADE
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 R es pecffully Su bmitt ed,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering / Construction Matenals Teshng ,' Environmental Engineenng / Consulting
ALPHA TESTING, INC.
220~ Wisconsin St,, Suite 100
Dallos, 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
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/11/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-39A
TEST DATA:
TEST DATE DE~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
270 03/11/05 FG-3.5 2 21.0 103 25.0 97 94 1-A
271 03/11/05 FG-3.0 2 21.0 103 25.8 96 93 1-A
272 03/11/05 FG-4.0 2 21.0 103 23.2 98 95 1-A
273 03/11/05 FG-3.5 2 21.0 103 24.7 96 94 1-A
274 03/11/05 FG-3.0 2 21.0 103 23.3 97 94 1-A
275 03/11/05 FG-1.5 2 21.0 103 24.0 98 95 1-A
276 03/11/05 FG-I.0 2 21.0 103 22.9 99 96 1-A
TEST LOCATION: BUILDING PAD
270 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 15
271 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 15
272 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 16
273 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 16
274 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 16
275 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 33
276 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 33
1 FILL *A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 L~ME STABILIZED 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