Villas at LV-LR050309ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, bP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
DATE: 03/0g/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-34
TEST DATA:
TEST DATE _~ ELEV. SOIL ~D OPTIMUM MAX*MUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY OENSI~( MOISTURE DRY DENSITY COMMENT*
COMPACTION
NO.[3EPTH ~ NUMBER % PCF % PCF
198 03/09/05 FG-2.5 2 21.0 103 23.5 99 97 1-A
199 03~09~05 FG-2.0 2 21.0 103 22.6 99 96 1-A
200 03~09~05 '1~-1.5 2 21.0 103 24.1 98 96 1-A
201 03/09/05 FG-I.0 2 21.0 103 24.4 101 98 1-A
202 03/09/05 FG-2.5 2 21.0 103 249 98 95 1-A
203 03/09/05 FG-2.0 2 21.0 103 22.0 101 98 1-A
204 03/09/05 FG-1.5 2 21.0 103 22.6 99 96 1-A
TEST LOCATION: BUILDING PAD
198 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 17
199 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 17
200 )0' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 17
201 ;)0' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 17
202 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 18
203 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 18
204 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 18
FILL
NATURALSUBGRADE
LIME STABILIZED
CEMENTTREATED
· A INPLACE PERCENTMOISTUREAND PERCENT COMPACTION COMPLYWITH 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
Geotechnical Engineenng / Construction Materials Testing / Environmental Englbeer/ng /, Consulting
ALPHA TESTING, INCo
2200 Wisconsin St., Suite 100
Dollos, Texos 75229
972/620~8911 - 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: 03~09~05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORTNO.: 04773-34A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSI~' MOISTURE DRY DENSITY COMPACTION
NO.:)EPTH ~ NUMBER % PCF % PCF
205 03/09/05 FG-I.0 2 21.0 103 23.5 101 98 1-A
206 03~09/05 FG-2.5 2 21.0 103 24.1 101 98 1-A
207 03/09/05 =F'~-2.0 2 21.0 103 25.0 100 97 1-A
208 03~09~05 FG-1.5 2 21.0 103 23.7 98 95 1-A
209 03/09/05 FG-I.0 2 21.0 103 23.9 101 98 1-A
210 03/09/05 FG-2.5 2 21.0 103 24.6 98 95 1-A
211 03~09/05 FG-2.0 2 21.0 103 24.3 101 98 1-A
TEST LOCATION: BUILDING PAD
205 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 18
206 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 19
207 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 19
208 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 19
209 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 19
210 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 20
211 :)0' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 20
FILL
NATURALSUBGRADE
LIME STABILIZED
CEMENTTREATED
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submilted,
RETEST
CHARLES W~LLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering / Construction Materials Testing /, Environmental Engineering /;'~ Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 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: 03/09/05
PROJECT:
VILLAS ATLAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-34B
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NODEPTH "~ NUMBER % PCF % PCF COMPACTION
212 03/09/05 FG-1.5 2 21.0 103 24.8 98 95 1-A
213 03/09~05 FG-1.0 2 21.0 103 24.3 99 96 1-A
TEST LOCATION: BUILDING PAD
212 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 20
213 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 20
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 Subm~ed,
O RETEST ,~
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and repotls are for the exclusive use of the C~ient (end their designated recipients on file in our office) and shall not be reproduced and/or dlslributed except with express approval of
ALPHA The use of our name and test results must receive our writien approvaJ Tes~ resu~s and rep~r~s app~y ~n~y t~ the sam~es tes~ed and~r ~bserved and are not indicabve ~f the quaIitie~ ~f
Geotechnical Engineenng /, Construction Materials Testing /, Environmental Engineering /. Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Do#os, Texos 75229
972/620-8911 - 972/263-4937 (Metro.)
FAX: 972/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
CIO DOWDEY, ANDERSON AND ASSOCIATES
PLANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASE I
COPPELL, TEXAS
IN-SITU SWELL
POTENTIAL
DATE: 03/09/05
OUR REPORT NO.: 04773-36
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION RERCENT PERCENT PENETR(~ WEIGHT PERCENT
MOISTURE MOISTURE METER (PCF) SWELL
QC-9 03/09/05 BLOCK A PAD 17 (FG-4.0') DARK BROWN CLAY 26.6 26.9 1.25 94.3 0.25%
QC-10 03/09~05 BLOCK A PAD 20 (FG-I.0') DARK BROWN CLAY 26.9 27.2 1,25 94.0 0.28%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /?' Construction Materials Testing /2- Environmental Engineering ~ Consulting