Villas at LV-LR050226ALPHA TESTING, INC.
220~ Wisconsin St., Suite I00
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
tAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 02/26/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-10
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO.DEPTH ~.~h NUMBER % PCF % PCF COMPACTION
33 02~26~05 SG 1 15.5 108.5 18.3 106 98 2-A
34 02/26/05 SG 1 15.5 108.5 17.2 107 99 2-A
35 02/26~05 SG I 15.5 108.5 18.0 106 98 2-A
36 02/26/05 SG 1 15.5 108.5 16.9 107 99 2-A
37 02/26/05 SG 2 21.0 103 256 99 96 2-A
38 02126/05 SG 2 21.0 103 25.4 99 96 2-A
39 02/26/05 SG 2 21.0 103 25.2 99 96 2-A
TEST LOCATION: BUILDING PAD
33 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 25
34 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 26
35 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 27
36 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 28
37 20' S AND 20' W FROM THE NE CORNER OF BLOCK D, PAD 8
38 20' S AND 20' W FROM THE NE CORNER OF BLOCK D, PAD 9
39 20' S AND 20' W FROM THE NE CORNER OF BLOCK D, PAD 10
1. FILL
2 NATURALSUBGRADE
3 LIME STAEIL)ZEO
4 CEMENTTREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Subm~e~
D RETEST
ALPHA TESTING, INC
Our test resu~ls and reports are for the exclusive use el the Client (and their designated recipients on file tn our office) and shall ~lot be reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtestresui/smustrecelveourwr~ttenapproval Test~esu~sandrep~r~sap~Iy~n~y~thesamp~esteste~and~r~bse~vedandaren~tind~ca~ive~fthequa~i~ies~f
Geotechnical Engineering / Construction Matenals Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/62~-8911 - 972/263-4937 (Metro)
tAX: ~72/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 02/26/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-10A
TEST DATA:
TEST ~ FIFV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE iN PLACE
MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT*
NO DATEDEPT~'"~ NUMBER % PCF % PCF COMPACTION
40 02126/05 FG-4.5 2 21.0 103 25.2 99 96 1-A
41 02126~05 FG-4.5 2 21.0 103 27.9 97 94 1-A
42 02/26/05 FG-4.5 2 21.0 103 26.7 98 95 1-A
43 02/26/05 FG-4.0 2 21.0 103 26.6 98 96 1-A
44 02/26/05 FG-4.0 2 21,0 103 25.5 99 96 1-A
45 02/26/05 FG-4.0 2 21.0 103 26.6 98 96 1-A
46 02/26/05 FG-3,5 2 21.0 103 27.1 98 95 1-A
TEST LOCATION: BUILDING PAD
40 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 8
41 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 9
42 20' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 10
43 10' S AND 10' W FROM THE NE CORNER OF BLOCK D, PAD 8
44 10' S AND 10' W FROM THE NE CORNER OF BLOCK D, PAD 9
45 10' S AND 10' W FROM THE NE CORNER OF BLOCK D, PAD 10
46 30' S AND 40' W FROM THE NE CORNER OF BLOCK D, PAD 8
I FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION OdES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY W~TH SPECIFICATIONS R es pecffully S u bmitt ed,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results alld repocts are for the exclusive use of the Client (and their designated recipierlts on fide in our office) and shall not be reproduced &tldlor distributed except with express approval of
ALPHA Theuseofournameandteslresullsmus~recelveourwnttenapproval Testresuitsandrep~rtsapp~y~n~y~thesampiestestedan~r~bsen~edandaren~tindicati~e~fthequalit~es~f
apparently identical or similar specimens
Geotechnical Engineering I; Construction Materials Testing t, Environmental Engineering t; 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, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 02/26/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-10B
TEST DATA:
TEST ~ ELEV.~ SOIL ID OPTIMUM MA)(IMU M LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE ORY DENSITY COMPACTION COMMENT*
NO. DATE NUMBER % PCP % PCP
47 02~26~05 FG-3.5 2 21.0 103 25.0 100 97 1-A
48 02/26/05 FG-3.5 2 21.0 103 25.8 99 96 1-A
49 02/26/05 FG-3.0 2 21.0 103 25.5 99 96 1-A
50 02~26~05 FG-3.0 2 21.0 103 26.9 97 95 1-A
51 02~26~05 FG-3.0 2 21.0 103 25.4 100 97 1-A
52 02/26/05 FG-2.5 2 21.0 103 27.9 98 95 1-A
53 02/26/05 FG-2.5 2 21.0 103 25.8 99 96 1-A
TEST LOCATION: BUILDING PAD
47 30' S AND 40' W FROM THE NE CORNER OF BLOCK D, PAD 9
48 30' S AND 40' W FROM THE NE CORNER OF BLOCK D, PAD 10
49 10' S AND 20' W FROM THE NE CORNER OF BLOCK D, PAD 8
50 10' S AND 20' W FROM THE NE CORNER OF BLOCK D, PAD 9
51 10' S AND 20' W FROM THE NE CORNER OF BLOCK D, PAD 10
52 40' S AND 10' W FROM THE NE CORNER OF BLOCK D, PAD 8
53 40' S AND 10' W FROM THE NE CORNER OF BLOCK D, PAD 9
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 Respectfully Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechmcal Engineering / Construction Materials Testing / Enwronmental Engineering /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, L,P,
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 02/26/05
PROJECT:
VILLAS ATLAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-10C
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST DATE SOIL ID PERCENT
MOISTURE DRY DENSITY MOISTURE DRY OENSI~' COMMENT*
NO, NUMBER % PCF % PCF COMPACTION
54 02/26/05 FG-2.5 2 21.0 103 27.4 98 95 1-A
55 02/26/05 FG-2.0 2 21.0 103 25.7 99 96 1-A
56 02/26/05 FG-2.0 2 21.0 103 26.8 98 95 1-A
57 02/26/05 FG-2.0 2 21.0 103 25.4 99 96 1-A
58 02/26/05 FG-1.5 2 21.0 103 26.0 99 96 1-A
59 02/26/05 FG-1.5 2 21.0 103 25.0 100 97 1-A
60 02/26/05 FG-1.5 2 21.0 103 27.3 98 95 1-A
TEST LOCATION: BUILDING PAD
54 40' S AND 10' W FROM THE NE CORNER OF BLOCK D, PAD 9
55 25' S AND 20' W FROM THE NE CORNER OF BLOCK D, PAD 8
56 25' SAND 20'W FROM THE NE CORNER OF BLOCK D, PAD 9
57 25' S AND 20' W FROM THE NE CORNER OF BLOCK D, PAD 10
58 10' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 8
59 10' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 9
60 10' S AND 30' W FROM THE NE CORNER OF BLOCK D, PAD 10
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 DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DQES NOT COMPLY WITH SPECIFICATIONS Respectfully Submiffed,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnica/ Engineering ,/ Construchon Mater/als Testing / Environmental Enaineering / Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
rESTED FOR: HAWKINS -WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON & ASSOICATES
PIANO, TEXAS
3ROJECT:
VILLAS AT LAKE VISTA PHASEI
COPPELL, TEXAS
OUR REPORT NO.: 04773-12 Date: 02/26/05
MATERIAL DESCRIPTION: TAN CLAYEY SAND LITTLE GRAVEL
CLASSIFICATION: (SC)
SAMPLE LOCATION: IMPORTED MATERIAL - EAST OF
PROJECT SITE
TEST METHOD: ASTM D698-A
SOIL ID NUMBER: 3
MAXIMUM DRY UNIT WEIGHT: 121 PCF
OPTIMUM MOISTURE CONTENT: 11.5 %
LIQUID LIMIT: 24
PLASTICITY INDEX: 11
% FINER THAN NO. 200 SIEVE: 32.1%
135
130
125
120
115
11o
105
100
0%
MOISTURE DENSITY RELATIONSHIP
5% 10% 15% 20% 25% 30% 35%
MOISTURE CONTENT
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /.;, Construction Materials Testing /¢~ Environmental Engineering #, Consulting