Villas at LV 2-LR121024 From: 12/12/2012 15:31 #235 P.018/051
ALPHA /\ TESTING 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: 10/24/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II -Site Grading OUR REPORT NO.: 121535-14
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 COMMEND
NO. DEPTH NUMBER / PCF % PCF COMPACTION
109 10/24/12 SG 3 21.2 98.3 27.5 94 96 2-A
110 10/24/12 SG 3 21.2 98.3 28.6 94 95 2-A
111 10/24/12 SG 3 21.2 98.3 28.8 92 93 2-A
112 10/24/12 SG 3 21.2 98.3 28.4 96 97 2-A
113 10/24/12 FG-4.5 3 21.2 98.3 30.0 92 94 1-A
114 10/24/12 FG-4.5 3 21.2 98.3 27.8 94 95 1-A
115 10/24/12 FG-4.5 3 21.2 98.3 28.1 95 97 1-A
TEST LOCATION: Building Pad
109 30' N and 40'W from SE Corner of Block E, Pad 3
110 40'N and 60'W from SE Corner of Block E, Pad 4
111 20' N and 30'W from SE Corner of Block E, Pad 5
112 60'N and 20'W from SE Corner of Block E, Pad 6
113 30' N and 50'W from SE Corner of Block E, Pad 3
114 50'N and 40'W from SE Corner of Block E, Pad 4
115 40' N and 60'W from SE Corner of Block E, Pad 5
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 Submii/ttteJ/d,
4. CEMENT TREATED D. RETEST �
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and repots are for the exclusive use of the Client(and their designated redpients on fib in our office)and shall not be reproduced and/or distributed except with express approval of ALPHA.The
use of our name and test results must receive ow mitten approval.Teat results and reports apply only to the samples tested and/or observed,and are not indicative of the qualities of apparently identical or similar
spedmens.
From: 12/12/2012 15:31 #235 P.019/051
ALPHA \ TESTING 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: 10/24/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II -Site Grading OUR REPORT NO.: 121535-14A
Coppell, Texas
TEST DATA: TECHNICIAN: J. Ranjbaran
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
PCF / pCF COMPACTION
116 10/24/12 FG-4.5 *3 21.2 98.3 27.7 95 97 1-A
117 10/24/12 FG-4.0 3 21.2 98.3 27.4 93 94 1-A
118 10/24/12 FG-4.0 3 21.2 98.3 28.4 96 98 1-A
119 10/24/12 FG-4.0 3 21.2 98.3 27.7 94 96 1-A
120 10/24/12 FG-4.0 3 21.2 98.3 30.0 92 94 1-A
121 10/24/12 FG-3.5 3 21.2 98.3 28.9 92 93 1-A
122 10/24/12 FG-3.5 3 21.2 98.3 27.2 _ 93 95 1-A
TEST LOCATION: Building Pad
116 20' N and 30' E from SW Corner of Block E, Pad 6
117 40' N and 40' E from SW Corner of Block E, Pad 3
118 50' N and 20' E from SW Corner of Block E, Pad 4
119 20' N and 50' E from SW Corner of Block E, Pad 5
120 30' N and 40' E from SW Corner of Block E, Pad 6
121 40' N and 60' E from SW Corner of Block E, Pad 3
122 60' N and 30' E from SW Corner of Block E, Pad 4
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
PISIMAti
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our lest moons end reports are for the exciustve use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or disirbrted except with express approval of ALPHA.The
use of our name and test results met receive our written approval.Teel results and reports apply only to the samples tested and/or observed,and are not indicative of the quardiea of apparently identical or simller
spedmens.
From: 12/12/2012 15:32 #235 P.020/051
ALPHA 4\l' ESTING 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: 10/24/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II -Site Grading OUR REPORT NO.: 121535-14B
Coppell, Texas
TEST DATA: TECHNICIAN: J. Ranjbaran
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL 1D PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER / PCF ro PCF COMPACTION
123 10/24/12 FG-3.5 3 21.2 98.3 27.7 95 97 1-A
124 10/24/12 FG-3.5 3 21.2 98.3 27.7 93 95 1-A
125 10/24/12 FG-3.0 3 21.2 98.3 29.7 92 94 1-A
126 10/24/12 FG-3.0 3 21.2 98.3 29.7 93 94 1-A
127 10/24/12 FG-3.0 3 21.2 98.3 29.2 95 96 1-A
128 10/24/12 FG-3.0 3 21.2 98.3 27.4 95 97 1-A
129 10/24/12 FG-2.5 3 21.2 98.3 28.0 94 95 1-A
TEST LOCATION: Building Pad
123 30'S and 40'W from NE Corner of Block E, Pad 5
124 40' S and 20'W from NE Corner of Block E, Pad 6
125 50'S and 50'W from NE Corner of Block E, Pad 3
126 30'S and 60'W from NE Corner of Block E, Pad 4
127 60'S and 30'W from NE Corner of Block E, Pad 5
128 20' S and 40'W from NE Corner of Block E, Pad 6
129 40' S and 20'W from NE Corner of Block E, Pad 3
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
Pstitti
Bulent Ethem,P.G.
ALPHA TESTING,INC.
our test results and reports are for the exclusive use of the Giant land their designated recipients on file in our office)and shall not be reproduced and/or distributed except vith express approval of ALPHA.The
use of our name and test results must receive our written approval.Test results and reports apply or*m the samples tested and/or observed,and are not Indicative of the qualities of apparently identical or similar
spedmens.
From: 12/12/2012 15:32 #235 P.021 /051
ALPHA i\ TESTING 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: 10/24/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II-Site Grading OUR REPORT NO.: 121535-14C
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 % PCF COMPACTION
■
130 10/24/12 FG-2.5 3 21.2 98.3 29.0 92 93 1-A
131 10/24/12 FG-2.5 3 21.2 98.3 29.3 94 96 1-A
132 10/24/12 FG-2.5 3 21.2 98.3 27.8 93 94 1-A
133 10/24/12 FG-2.0 3 21.2 98.3 28.9 95 96 1-A
134 10/24/12 FG-2.0 3 21.2 98.3 27.0 95 97 1-A
135 10/24/12 FG-2.0 3 21.2 98.3 29.7 92 93 1-A
136 10/24/12 FG-2.0 3 21.2 98.3 28.2 93 95 1-A
TEST LOCATION: Building Pad
130 40'S and 30' E from NW Corner of Block E, Pad 4
131 20'S and 60' E from NW Corner of Block E, Pad 5 /
132 60' S and 40' E from NW Corner of Block E, Pad 6 /�{
133 30'S and 20' E from NW Corner of Block E, Pad 3
134 50'S and 50' E from NW Corner of Block E, Pad 4
135 30'S and 30'E from NW Corner of Block E, Pad 5
136 20'S and 40' E from NW Corner of Block E, Pad 6
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
*flA41
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the exclusive use of the Client(and their designated redpients on file hour office)end shag not be reproduced and%or distributed except with express approval of ALPHA.The
use of our name end teat results must receive our written approval. Test results and reports apply only to the samples tested and/or observed,and are trot indicative of the qualities of apparently identical or similar
speclnens.
From: 12/12/2012 15:32 #235 P.022/051
ALPHA / TESTING 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: 10/24/12
Dallas,Texas
PROJECT: Villas at Lake Vista Phase II -Site Grading OUR REPORT NO.: 121535-14D
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 PCF COMPACTION
137 10/24/12 FG-1.5 3 21.2 98.3 282 94 96 1-A
138 10/24/12 FG-1.5 3 21.2 98.3 27.6 93 95 1-A
139 10/24/12 FG-1.5 3 21.2 98.3 30.0 92 94 1-A
140 10/24/12 FG-1.5 3 21.2 98,3 29.2 93 95 1-A
141 10/24/12 FG-1.0 3 21.2 98.3 27.2 95 96 1-A
142 10/24/12 FG-1.0 3 21.2 98.3 27.7 95 97 1-A
143 10/24/12 FG-1.0 3 21.2 98.3 27.4 93 94 1-A
TEST LOCATION: Building Pad
137 50' N and 30' E from SW Corner of Block E, Pad 3
138 20' N and 60' E from SW Corner of Block E, Pad 4
139 60'N and 40' E from SW Corner of Block E, Pad 5
140 30'N and 20' E from SW Corner of Block E, Pad 6
141 40' N and 50' E from SW Corner of Block E, Pad 3
142 50' N and 40' E from SW Corner of Block E, Pad 4
143 20' N and 30' E from SW Corner of Block E, Pad 5
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
*tiA/111"..)
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our lest reaufts and reports are for the exclusive use of the Client(and their designated redpientc on file in our office)and shall not be reproduced end/or distributed except Wth express approval of ALPHA.The
use of our name and test results must receive our written approval.Test results and reports apply only to the samples tested endfor observed.and are not indicative of the qualities of apparently ideMicel or similar
specimens.
From: 12/12/2012 15:32 #235 P.023/051
ALPHA 4\ TESTING 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: 10/24/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II-Site Grading OUR REPORT NO.: 121535-14E
Coppell,Texas
TEST DATA: TECHNICIAN: J. Ranjbaran
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER PCF % PCF COMPACTION
144 10/24/12 FG-1.0 3 21.2 98.3 28.3 93 95 1-A
TEST LOCATION: Building Pad
144 40' N and 20'W from SE Corner of Block E, Pad 6
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
*1111/1
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our teat results end reports are for the exclusive use of the Client(end their designated reepients on file in our office)and shell not be reproduced and/or distib ted except wait esprees approval of ALPHA. The
use of our name and test results must receive our written approval.Test reacts and reports apply only to the samples tasted end/orobserved,end are not indicative of the qualities of apparently identical or similar
specimens.