Villas at LV-LR050224ALPHA 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: 02/24/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-8
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO.DEPTH ~ NUMBER % PCF % PCF COMPACTION
9 02/24/05 FG-4.5 1 15.5 108.5 17.9 105 97 1-A
10 02/24/05 FG-4.5 1 15.5 108.5 17.7 105 97 1-A
11 02~24/05 FG-4.5 1 15.5 108.5 17.0 107 99 1-A
12 02/24/05 FG-4.5 1 15.5 108.5 18.2 105 97 1-A
TEST LOCATION: BUILDING PAD
9 20' S AND 20' W FROM THE NE CORNER OF BLOCK A PAD 24
10 20' S AND 20' W FROM THE NE CORNER OF BLOCK A PAD 23
11 20' S AND 20' W FROM THE NE CORNER OF BLOCK A PAD 22
12 20' S AND 20' W FROM THE NE CORNER OF BLOCK A PAD 21
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 Respecffulty Subm~ed
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Eng/neenng / Construchon Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., ~ulte 100
~ll~s, Texos 7522~
972/620-8911 - 972/263-4~37 (Metro)
FAX: 97~/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: 02/24/05
OUR REPORT NO.: 04773-7
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INiTiAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION F~RCENT PERCENT PENETRO* WEIGHT PERCENT
QC-1 02/24/05 BLOCK A PAD 21 (FG-4.0') BROWN SANDY CLAY 27.8 27.9 1.00 93.9 0.04%
QC-2 02/24/05 BLOCK A PAD 8 (FG-4.0') BROWN CLAY 28.5 29.3 1.25 90.3 0.67%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Sub~_tted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering #~ Construction Materials Testing /;~ Environmental Engineering ~7 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 8, ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 02/24/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-5
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAEI IN PLACE iN PLACE
MOISTURE DRY DENSITY MOISTURE DRY E)ENSI"P( PERCENT COMMENT*
NO.DEPTH '~ NUMBER % PCF % PCF COMPACTION
5 02/24/05 FG-4.0 1 15.5 108.5 17.2 107 98 1-A
6 02/24/05 FG-4.0 1 15.5 108.5 16.5 108 99 1-A
7 02124/05 FG-4.0 1 15.5 108.5 16.6 107 99 1-A
8 02/24/05 FG-4.0 1 15.5 108.5 17.2 107 98 1-A
TEST LOCATION: BUILDING PAD
5 30' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 21
6 30' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 22
7 30' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 23
8 30' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 24
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 Subnl~ted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our tesl resui(s and reports are for the exclusive use of (he Client (ana their designated recipients on file in our office) and shall not De reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtestresultsmustrece~veourwrl(tenapproval Test resultsandreporisapplyonly o ~esampestesedand/o observed a~darenotindicet~veoftnequahtiesof
apparently idenbcal or similar specimens
Geotechnical Engineenng / Construction Materials Testing / Environmental Engineering /, Consulting