Villas at LV-LR050302ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallos, Texas 75229
972/6208911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/02/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-18
TEST DATA:
TEST DATE ~ ELEV, SOIL ID OPTIMUM MAXIMUM LA8 IN PLACE IN pLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.DEPTH '-,,~ NUMBER % Pcr % PCF
83 03/02/05 FG-4.5 2 21.0 103 24.6 99 96 1-A
84 03/02/05 FG-4.0 2 21.0 103 23.2 101 98 1-A
85 03/02/05 FG-4.5 2 21.0 103 23.1 101 98 1-A
86 03/02/05 FG-4.0 2 21.0 103 23.3 100 97 1-A
87 03/02/05 FG-4.5 2 21.0 103 24.3 99 96 1-A
88 03/02/05 FG-4.0 2 21.0 103 24.4 100 97 1-A
89 03/02/05 FG-4.5 2 21.0 103 24.8 98 95 1-A
TEST LOCATION: BUILDING PAD
83 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 25
84 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 25
85 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 26
86 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 26
87 :~0' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 27
88 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 27
89 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 28
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 resutts and reports are for the exclusive use of the CI,ent (and their designated recipients on file i~ our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA T~e use of our name and test results must receive our written approvaJ Test results and reports apply only to the samples tested and/or obserVed and ape not indrca/ive of the qualities of
apparently identical or similar specimens
Geotechmcal Englneenng / Construction Materials Testing / Environmental Englheering /, Consulting
ALPHA TESTING, INC.
5209 Wisconsin ~t., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro.)
tAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L,P,
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/02105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-18A
TEST DATA:
TEST DE~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY OENSITY MOISTURE DRY DENSITY COMMENT*
NO DATE NUMBER % PCF % PCF COMPACTION
90 03/02/05 FG-4.0 2 21.0 103 25.0 98 95 1-A
91 03/02/05 FG-4.5 2 21.0 103 25.0 98 96 1-A
92 03/02/05 FG-4.0 2 21.0 103 23.4 100 97 1-A
93 03/02/05 FG-4.5 2 21.0 103 24.3 98 96 1-A
94 03/02/05 FG-4.0 2 21.0 103 22.7 101 98 1-A
95 03/02/05 FG-4.5 2 21.0 103 22.0 101 98 1-A
96 03/02/05 FG--4.0 2 21.0 103 23.4 99 97 1-A
TEST LOCATION: BUILDING PAD
90 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 28
91 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 29
92 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 29
93 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 30
94 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 30
95 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 31
96 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 31
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRAOE B PERCENT COMPACTION DOES NOT COMPLY W~TH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully SubmRted,
4 CEMENTTREATED D RETEST ~ ~
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test resulls and reports are for the exclusive use of the Client (and their designated recipients on flJe in our officeI and shaft not be reproduced and/or distnbuted except w~th express approval of
Geotechnical Engineering / Construct/on Materials Testing / Environmental Engineenng /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Doll,s, Texos 7522~
972/620-8911 - 972/203~937
FAX: 972/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON AND ASSOCIATES
PIANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SlTU SWELL
POTENTIAL
DATE: 03102/05
OUR REPORT NO,: 04773-20
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-3 03/02/05 BLOCK A PAD 26 (FG~.0') DARK BROWN CLAY 22.9 23.7 2.00 91.4 0.97%
QC-4 03/02/05 BLOCK A PAD 30 (FG~.0') DARK BROWN CLAY 23.7 24.1 1.50 97.6 0.36%
QC-5 03/02/05 BLOCK A PAD 22 (FG-1.0') DARK BROWN CLAY 27.3 27.7 1.50 95.9 0.15%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /, Construction Materials Testing /,- Environmental Engineering /;- Consulting