Villas at LV-LR050304OUR REPORT NO.: 04773-24
Date: 03/04/05
ALPHA TESTING, INC.
2209 Wisconsin St., Sult~ 100
Do#as, Texos 75229
972/620~911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: HAWKINS - WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON & ASSOICATES
PROJECT:
MATERIAL DESCRIPTION: DARK BROWN SANDY CLAY TRACE
GRAVEL
CLASSIFICATION: (CL)
SAMPLE LOCATION: CLIENT DELIVERED
TEST METHOD: ASTM D698-A
PLANO, TEXAS
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
SOIL ID NUMBER: 5
MAXIMUM DRY UNIT WEIGHT: 110.5 PCF
OPTIMUM MOISTURE CONTENT: 16.5 %
LIQUID LIMIT: 36
PLASTICITY INDEX: 21
% FINER THAN NO. 200 SIEVE: 55.9%
MOISTURE DENSITY RELATIONSHIP
125
MOISTURE CONTENT
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnica/ Engineering /~ Construction Materials Testing # Environmenta/ Engineering ~ Consu/ting
ALPHA TESTING, INC.
~209 Wisconsin St., Suite IDO
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
lAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P,
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03104/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-25
TEST DATA:
TEST~ ELEVELEV. SOiL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE
PERCENT
NO. DEPTH~ MOISTURE DRY DENSITY MOISTURE DRY DENSITY
NUMBER % PCF % PCF COMPACTION COMMENT*
110 03/04/05 FG-3.0 3 21.0 103 24.4 98 95 1-A
111 03/04/05 FG-2.5 3 21.0 103 24.0 100 97 1-A
112 03/04105 FG-2.0 3 21.0 103 22.0 100 97 14A
113 03/04/05 FG-1.5 3 21.0 103 23.4 99 96 1-A
114 03/04/05 SG 3 21.0 103 23.8 100 97 I-A
115 03/04/05 FG-4.5 3 21.0 103 22.8 99 96 1-A
116 03/04/05 FG-4.0 3 21.0 103 23.7 99 96 1-A
TEST LOCATION: BUILDING PAD
110 12' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 31
111 12' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 31
112 12' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 31
113 12' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 31
114 12' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 32
115 12' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 32
116 12' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 32
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUSGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIMESTASILIZED C PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS Respectfully Submitted,
4 CEMENTTREATED O RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our tes~ resulls and reporls are for the excJusive use of the CI,ent (and their designated recipients on file in our office) and shal~ not be reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtestresultsmustrece~veourwr~ttenapproval Testresu~tsandrep~ri$app~y~yt~thesamp~es~es~edand/~r~bserve~j`andaren~tir~dicative~fthequa~ities~f
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
~209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, UP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/04105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-25A
TEST DATA:
117 03~04/05 FG-3.5 2 21.0 103 22.5 101 98 1-A
118 03/04/05 FG-3.0 2 21.0 103 24.9 98 95 1-A
119 03~04~05 FG-2.5 2 21.0 103 22.0 100 97 1-A
120 03~04~05 FG-2.0 2 21.0 103 24.3 100 97 1-A
121 03/04/05 FG-I.5 2 21.0 103 22.1 101 98 1-A
122 03/04/05 FG-1.0 2 21.0 103 22.5 101 98 1-A
123 03~04~05 FG-1.0 2 21.0 103 220.0 101 98 1-A
TEST LOCATION: BUILDING PAD
117 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 32
118 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 32
119 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 32
120 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 32
121 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 32
122 !20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 21
123 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 22
I FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4. CEMENT TREATED
· A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPEC~FICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
Respectfully Submitted,
CHARLES WILMAMS
ALPHA TESTtNG. INC
Our test results and reports are for the exclusive use of the C~rent (and their designated ceciplenJs on flJe ih our office) end sharl not be reproduced and/ar distnbuted excepl with express approval of
ALPHA Theuseofournameandlestresul~$mustrecelveourwnt~enapproval Testr~su~sandrep~rtsap~y~n~y~thesamp1e~testedand~robserveda[~da~en~tI[~dicative~f~hequa~ities~f
apparently ~enticar or srmilar specimens
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dollos, Texos 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: 03/04/05
PROJECT:
VILLAS ATLAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-25A
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE
NO. DATE ' MOISTURE DRY DENSITY MOISTURE ORY DENSITY PERCENT
NUMBER % PCF % PCF COMPACTION COMMENT*
124 03/04105 FG-1.0 2 21.0 103 22.7 100 97 1-A
125 03/04/05 FG-1.0 2 21.0 103 23.0 100 97 1-A
126 03/04~05 FO-1.0 2 21.0 103 24.3 99 96 1-A
127 03/04/05 FG-I.0 2 21.0 103 22.6 99 96 1-A
TEST LOCATION: BUILDING PAD
124 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 23
125 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 24
126 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 25
127 20' S AND 20' E FROM THE NW CORNER OF BLOCK A, PAD 26
1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS
2 NATURAL SUBORADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING,
Geotechnical Engineering /, Construction Materials Testing / Environmental En.clineenng /; Consulting