Villas at LV 2-LR121026 From: 12/12/2012 15:33 #235 P.027/051
ALPHA ittTESTING REPORT OF FIELD
2209 Wisconsin Street,Suite 100 COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: JBGL BF Development LLC DATE: 10/26/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Site Grading OUR REPORT NO.: 121535-18
Coppell, Texas
TEST DATA: TECHNICIAN: J. Ranjbaran
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER i PCF % PCF COMPACTION
■
166 10/26/12 FG-1.5 3 21.2 98.3 28.1 92 93 1-A
167 10/26/12 FG-1.5 3 21.2 98.3 28.1 93 95 1-A
168 10/26/12 FG-1.5 3 21.2 98.3 27.9 93 94 1-A
169 10/26/12 FG-1.0 3 21.2 98.3 29.2 94 96 1-A
170 10/26/12 FG-1.0 3 21.2 98.3 28.5 95 97 1-A
171 10/26/12 FG-1.0 3 21.2 98.3 28.9 93 94 1-A
172 10/26/12 SG 3 21.2 98.3 29.6 93 95 2-A
TEST LOCATION: Building Pad
166 40'N and 30' E from SW Corner of Block A, Pad 36
167 20' N and 60' E from SW Corner of Block A, Pad 37
168 50' N and 20' E from SW Corner of Block A, Pad 38
169 60' N and 40' E from SW Corner of Block A, Pad 36
170 30'N and 50' E from SW Corner of Block A, Pad 37
171 20'N and 30' E from SW Corner of Block A, Pad 38
172 40'N and 60' E from SW Corner of Block A, Pad 39
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,
4. CEMENT TREATED D. RETEST
5traukt
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our lest results and reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distributed except with express approval of ALPHA The
use of our name and lest results must receive our written approval.Ted results and reports apply only to the samples tested ad/or observed,and are not indicative of the Qualities of apparently identical or simter
specimens.
From: 12/12/2012 15:33 #235 P.028/051
ALPHA /\ T E S T I N G REPORT OF FIELD
2209 Wisconsin Street,Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: JBGL BF Development LLC DATE: 10/26/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Site Grading OUR REPORT NO.: 121535-18A
Coppell,Texas
TEST DATA: TECHNICIAN: J. Ranjbaran
I
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER PCF % PCF COMPACTION
173 10/26/12 SG 3 21.2 98.3 27.8 94 95 2-A
174 10/26/12 FG-4.5 3 21.2 98.3 27.2 95 7 1-A
175 10/26/12 FG-4.5 3 21.2 98.3 29.5 92 94 1-A
176 10/26/12 FG-4.0 3 21.2 98.3 30.2 92 93 1-A
177 10/26/12 FG-4.0 3 21.2 98.3 28.2 93 95 1-A
178 10/26/12 FG-3.5 3 21.2 98.3 30.1 92 93 1-A
179 10/26/12 FG-3.5 3 21.2 98.3 28.0 94 96 1-A
TEST LOCATION: Building Pad
173 30' N and 30'W from SE Corner of Block A, Pad 40
174 20' N and 40'W from SE Corner of Block A, Pad 39
175 60' N and 50'W from SE Corner of Block A, Pad 40
176 40'N and 60'W from SE Corner of Block A, Pad 39
177 50' N and 20'W from SE Corner of Block A, Pad 40
178 30' N and 40'W from SE Corner of Block A, Pad 39
179 20'N and 30'W from SE Corner of Block A, Pad 40
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,
4. CEMENT TREATED D. RETEST
51049
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the eadusive ma of the Client(and their designated recipients on fie in our office)and/Man not be reproduced and/or dlatdbuted except with morass approval of ALPHA.The
use of our name and teal results must receive our written approval.Ted results and reports apply only to the samples tested and/or observed,and are not indicetive of the qualitios of apparently identical or similar
specimens.
From: 12/12/2012 15:33 #235 P.029/051
ALPHA /\ TESTING REPORT OF FIELD
r
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: JBGL BF Development LLC DATE: 10/26/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Site Grading OUR REPORT NO.: 121535-18B
Coppell, Texas
TEST DATA: TECHNICIAN: J. Ranjbaran
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF k PCF COMPACTION
180 10/26/12 FG-3.0 3 21.2 98.3 29.1 94 95 1-A
181 10/26/12 FG-3.0 3 21.2 98.3 ' 27.7 94 96 1-A
182 10/26/12 FG-2.5 3 21.2 98.3 28.6 92 93 1-A
183 10/26/12 FG-2.5 3 21.2 98.3 29.6 94 95 1-A
184 10/26/12 FG-2.0 3 . 21.2 98.3 29.4 92 94 1-A
185 10/26/12 FG-2.0 3 21.2 98.3 28.2 93 94 1-A
TEST LOCATION: Building Pad
180 20'S and 30'W from NE Corner of Block A, Pad 39
181 40'S and 20'W from NE Corner of Block A, Pad 40
182 30'S and 60'W from NE Corner of Block A, Pad 39
183 50'S and 40'W from NE Corner of Block A, Pad 40
184 60'S and 30'W from NE Corner of Block A, Pad 39
185 30'S and 50'W from NE Corner of Block A, Pad 40
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,
4. CEMENT TREATED D. RETEST
Ilt ItUkt
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our lest results and reports are for the exclusive use of the Client(and their designated recipients on fte in our office)and shell not be reproduced and/or distributed except with express approval of ALPHA.The
use of our name and test results must receive our written approval.Test results end reports apply only to the samples tested and/or observed.and ere not indicative of the qualities of apparently identical or similar
specimens.