Villas at LV-LR050223ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dories, Texas 75229
972/620-8911 - 972/263-4937 (Metre)
FAX: 972/400-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 02~23~05
PROJECT:
VILLAS AT IAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-4
TEST DATA:
TEST ~ELEV SOiL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
NO. DATEDEPTH~ MOISTURE DRY DENSITY MOISTURE DRY DEN$I3'¢ PERCENT COMMENT*
NUMBER % PCF % PCF COMPACTION
1 02/23/05 SG I 15.5 108.5 16.9 107 99 1-A
2 02/23~05 SG 1 15.5 108.5 16.7 107 99 1 -A
3 02123/05 SG I 15.5 108.5 16.9 108 99 1-A
4 02~23~05 SG 1 15.5 108.5 6.4 108 99 1-A
TEST LOCATION: BUILDING PAD
I 30' S AND 15' W FROM THE NE CORNER OF BLOCK A, PAD 21
2 30' S AND 15' W FROM THE NE CORNER OF BLOCK A, PAD 22
3 30' S AND 15' W FROM THE NE CORNER OF BLOCK A, PAD 23
4 30' S AND 15' W FROM THE NE CORNER OF BLOCK A, PAD 24
I 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
D RETEST
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reports are for the excrusive use of the Client (and Ihelr designated rec~prents on fi~e in our office) and sharl not be reproduced and/or distllbuted except with express approval of
ALPHA Theuseofournameandtestresultsmustreceiveourwnt/enapprova~ Tes/resurtsandreportsapplyonlyiothesamp~estestedand/orobserved andarenotindicativeofthequalitiesof
apparently *dentrcal or similar specimens
Geotechnical Eng¢neennq / Construction Materials Testing / Environmental Engineenng / Conselhng