Villas at LV-LR050401ALPHA TESTING, INC.
2209 ~n~ln St., Suite I00
Ck~flas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/01/05
PROJECT:
VILLAS AT LAKE VISTA pHASE ONE (Mau grading only) OUR REPORT NO.: 04773-79
COPPELL, TEXAS
TEST DATA:
816 04/01/05 FG-3.5 4 23.5 96.5 30.8 89 93 1-A
817 04/01105 FG-3.0 2 21.0 103 25.2 97 95 1-A
818 04101~05 FG-2.5 2 21.0 103 23.3 100 97 1-A
819 04/01/05 FG-2.0 2 21.0 103 23.1 100 97 1-A
820 04/'01105 FG-1.5 4 23.5 96.5 28.5 92 95 1-A
821 04/01105 FG-1.0 4 23.5 96.5 30.4 91 94 1-A
822 04/01/05 FG-3.5 4 23.5 96.5 29.6 92 95 1-A
TEST LOCATION: BUILDING PAD
816 !0' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 1
817 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 1
818 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 1
819 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 1
820 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 1
821 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 1
822 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 2
I FiLL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
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 AN[3 PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineering /:h Construction Materials Testing /:b Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Do#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~406~0~R
TESTED FOR: HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 04/01/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mau grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-79A
TEST DATA:
TEST DATE ___~_. ELEV. SOIL ID OPTIMUM MAXJMUM ~ IN FJ.N~E IN PLACE PERCEhT COMMENT*
· MOISTURE DRY OENS~Y MO~PJRE DRY DENSITY COMP~TION
NO.DEPTH ~,~.t NUMBER
823 04/01105 FG-3.0 4 23.5 96.5 29.1 91 94 1-A
824 04/01/05 FG-2.5 2 21.0 103 22.6 101 98 1-A
825 04/01105 FG-2.0 2 21.0 103 22.0 100 97 1-A
826 04/01/05 FG-1.5 2 21.0 103 24.6 98 95 1-A
827 04/01/05 FG-1.0 4 23.5 96.5 30.1 91 94 1-A
828 04/01/05 FG-4.0 4 23.5 96.5 29.6 91 94 1-A
829 04/01/05 FG-3.5 4 23.5 96.5 28.7 92 95 1-A
TEST LOCATION: BUILDING PAD
823 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 2
824 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 2
825 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 2
826 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 2
827 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 2
828 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 3
829 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 3
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. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
Geotechnical Engineering /~/7 Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin ~t., Suite 100
~ Texo8 7522~
972/620-8911 - 972/263-4937 OVfeho)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/01/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE (Mm grading only)
COPPELL, TEXAS
OUR REPORT NO.: 04773-79B
TEST DATA:
TEST DATE ~ ELEV. SOIL ID ommu~ MNGMUM !.~J IN I~l.t~E IN P!.AC~ PERCENT COMMENT*
NO.~ NUMBER % ~CF % ~
830 04/01/05 FG-3.0 4 23.5 96.5 29.8 90 93 1-A
831 04101105 FG-2.5 4 23.5 96.5 31.1 89 93 1-A
832 04101/05 FG-2.0 4 23.5 96.5 28.8 91 94 1-A
833 04101/05 FG-I.5 4 23.5 96.5 29.5 90 93 1-A
834 04/01/05 FG-1.0 4 23.5 96.5 28.5 93 96 1-A
835 04/01/05 FG-2.5 2 21.0 103 22.0 101 98 1-A
836 04/01/05 FG-2.0 2 21.0 103 24.5 97 94 1-A
TEST LOCATION: BUILDING PAD
830 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 3
831 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 3
832 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 3
833 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 3
834 20' S AND 20' W FROM THE NE CORNER OF BLOCK B~ PAD 3
835 20' S AND 20' W FROM THE NE CORNER OF BLOCK B, PAD 4
836 !0' S AND 20' VV FROM THE NE CORNER OF BLOCK B, PAD 4
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 OOES NOT COMPLY WITH SPECIFICATIONS
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