Villas at LV-LR050312ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 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: 03/12/05
PROJECT:
VILLAS ATLAKEVISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-42
TEST DATA:
TEST DATE _~ ELEV. SOIL ID OPTIMUM MAXIMUM L~B IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~,,.,h NUMBER % PCF % PCF
277 03112/05 FG-2.0 2 21.0 103 22.2 99 96 1-A
278 03/12/05 FG-1.5 2 21.0 103 24.2 97 94 1-A
279 03/12/05 FG-1.0 2 21.0 103 23.4 101 98 1-A
280 03/12/05 FG-2.0 2 21.0 103 24.2 97 94 1-A
281 03/12/05 FG-1.5 2 21.0 103 22.7 99 96 1-A
282 03/12/05 FG-1.0 2 21.0 103 22.3 98 95 1-A
283 03/12/05 FG-2.5 2 21.0 103 23.4 98 95 1-A
TEST LOCATION: BUILDING PAD
277 20' N AND 20' E FROM THE SVV CORNER OF BLOCK A, PAD 34
278 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 34
279 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 34
280 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 35
281 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 35
282 20' N AND 20' E FROM THE SW CORNER OF BLOCK A, PAD 35
283 20' N AND 20' E FROM THE SVV CORNER OF BLOCK D, PAD 2
FILL
NATURALSUBGRADE
L~ME STABILIZED
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
Our test results and reporls are for the exclusive use of (he Client (and their designated rec~ pienls on lile in our office) and shall not be neproduced and/Or distnbuted except w~th express approval of
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering f; Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos, Texas 75229
972/620-8¢11 - 972/263-4¢37 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
HAWKINS - WELWOOD HOMES, LP.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
DATE: 03112/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773~2A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM M~iMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO.~EPTH ~,~ NUMBER % PCP % PCP COMPACTION
284 03/12/05 FG-2.0 2 21.0 103 24.7 98 95 1-A
285 03/12/05 FG-1.5 2 21.0 103 22.9 99 96 1-A
286 03/12/05 FG-I.0 2 21.0 103 23.8 97 94 1-A
287 03/12/05 FG-2.5 2 21.0 103 23,4 99 96 1-A
288 03112/05 FG-2.0 2 21.0 103 23.0 98 95 1-A
289 03/12/05 FG-1.5 2 21.0 103 22.9 101 98 1-A
290 03/12/05 FG-I.0 2 21.0 103 25.2 97 94 1-A
TEST LOCATION: BUILDING PAD
284 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 2
285 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 2
286 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 2
287 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 3
288 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 3
289 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 3
290 20' N AND 20' E FROM THE SW CORNER OF BLOCK D, PAD 3
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATEO
' A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIPICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS Respectfully Subm~ed,
CHARLES WILLIAMS
ALPHA TESTING, INC
Geotechnical Engineeeng /, Consfruction Materials Testing /, Environmental Engineenhg /~" Consulting
TESTING, INC.
2209 Wisconsin St., Suite 100
Dallbs, Texas 75229
972/620-8911 - 972/203-4937 (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-SlTU SWELL
POTENTIAL
DATE: 03/12/05
OUR REPORT NO.: 04773-44
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENETRO- WEIGHT PERCENT
QC-16 03/12/05 E~LOCK A PAD 10 (FG-4.0') BROWN SANDY CLAY 26.4 26.8 1.50 96.2 0.33%
QC-17 03/12/05 E~LOCK A PAD 4 (FG-4.0') BROWN SANDY CLAY 262 26.4 1.50 96.9 0.40%
SPECIFICATIONS: MAXIMUM SWELL OF 1% OR LESS
NOTES:
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /,', Construction Materials Testing /~, Environmental Engineering /~h Consulting