Villas at LV 2-LR121023 From: 12/12/2012 15:30 #235 P.012/051
ALPHA CXTESTING 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: 10/23/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II- OUR REPORT NO.: 121535-11
Site Grading
Coppell, Texas
TEST DATA: TECHNICIAN: Jamshid 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
74 10/23/12 SG 3 21.2 98.3 28.2 94 96 2-A
75 10/23/12 SG 3 21.2 98.3 30.6 92 93 2-A
76 10/23/12 SG 3 21.2 98.3 29.1 94 95 2-A
77 10/23/12 SG 3 21.2 98.3 30.0 92 94 2-A
78 10/23/12 SG 3 21.2 98.3 26.6 94 95 2-A
79 10/23/12 FG-4.5 3 21.2 98.3 27.6 95 97 1-A
80 10/23/12 FG-4.5 3 21.2 98.3 28.7 94 96 1-A
TEST LOCATION: Building Pad
74 20' N and 30'W from the SE Corner of Block D, Pad 11
75 30' N and 50'W from the SE Corner of Block D, Pad 12
76 50' N and 40'W from the SE Corner of Block D, Pad 13
77 40' N and 20'W from the SE Corner of Block D, Pad 14
78 20' N and 60'W from the SE Corner of Block D, Pad 15
79 60'N and 30'W from the SE Corner of Block D, Pad 11
80 30'N and 50'W from the SE Corner of Block D, Pad 12
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
PiCitiMI
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the exclusive use of the CAent(and their designated recipients on the in our office)and Mal not be reproduced and/or distributed except with express approval at ALPHA.The
e of our name and test results must rerelve our written approve/Test results and reports apply only to the samples tested and/or observed,end are not indicative of the qualities of apparently identical or similar
specimens.
From: 12/12/2012 15:30 #235 P.013/051
ALPHA /\ TESTING REPORT OF FIELD
2209 Wisconsin Street,set,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: 10/23/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II - OUR REPORT NO.: 121535-11A
Site Grading
Coppell, Texas
TEST DATA: TECHNICIAN: Jamshid 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
81 10/23/12 FG-4.5 3 21.2 98.3 28.9 96 97 1-A
82 10/23/12 FG-4.5 3 21.2 98.3 30.6 92 93 1-A
83 10/23/12 FG-4.5 3 21.2 98.3 28.2 93 95 1-A
84 10/23/12 FG-4.0 3 21.2 98.3 28.7 93 95 1-A
85 10/23/12 FG-4.0 3 21.2 98.3 29.3 94 96 1-A
86 10/23/12 FG-4.0 _ 3 21.2 98.3 30.7 92 93 1-A
87 10/23/12 FG-4.0 3 21.2 98.3 28.6 95 97 1-A
TEST LOCATION: Building Pad
81 40'N and 20' E from the SW Corner of Block D, Pad 13
82 20' N and 30' E from the SW Corner of Block D, Pad 14
83 60'N and 50' E from the SW Corner of Block D, Pad 15
84 30'N and 60' E from the SW Corner of Block D, Pad 11
85 20'N and 20' E from the SW Corner of Block D, Pad 12
86 50'N and 40' E from the SW Corner of Block D, Pad 13
87 30' N and 50' E from the SW Corner of Block D, Pad 14
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
59tWil
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports fee for the exckeive use of the Client(and their designated recipients on file Incur 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 and reports apply only to the samples tested and/or observed,and are rat Indkatfue of the qualities of epperently identicel or similar
specimens.
From: 12/12/2012 15:31 #235 P.014/051
ALPHA 4\ 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: 10/23/12
Dallas,Texas
PROJECT: Villas at Lake Vista Phase II- OUR REPORT NO.: 121535-11 B
Site Grading
Coppell, Texas
TEST DATA: TECHNICIAN: Jamshid Ranjbaran
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT"
PCF % PCF
88 10/23/12 _ FG-4.0 3 21.2 98.3 28.1 94 96 1-A
89 10/23/12 FG-3.5 3 21.2 98.3 29.6 94 95 1-A
90 10/23/12 FG-3.5 3 21.2 98.3 26.9 94 96 1-A
91 10/23/12 FG-3.5 - 3 21.2 98.3 27.5 95 97 1-A
92 10/23/12 FG-3.5 3 21.2 98.3 29.5 94 96 1-A
93 10/23/12 FG-3.5 3 21.2 98.3 28.4 93 94 1-A
94 10/23/12 _ FG-3.0 3 21.2 98.3 28.9 94 96 1-A
TEST LOCATION: Building Pad
88 30'S and 40'W from the NE Corner of Block D, Pad 15
89 20'S and 20'W from the NE Corner of Block D, Pad 11 •
90 60'S and 60' W from the NE Corner of Block D, Pad 12
91 40'S and 30'W from the NE Corner of Block D, Pad 13
92 50'S and 50'W from the NE Corner of Block D, Pad 14
93 20'S and 40'W from the NE Corner of Block D, Pad 15
94 30'S and 20'W from the NE Corner of Block D, Pad 11
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
54544/11
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the exclusive use of the Client(and their designated recipients on File in our office)and that not be reproduced and/or distributed except with express approval of ALPHA. The
MO of our name and test results must receive our written approval.Test needle and report.apply only to the samples tested and/or observed,and ere net Inchoative of the qualities of apparently identical or similar
specimens.
From: 12/12/2012 15:31 #235 P.015/051
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: 10/23/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II - OUR REPORT NO.: 121535-11C
Site Grading
Coppell, Texas
TEST DATA: TECHNICIAN: Jamshid 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
t .
95 10/23/12 FG-3.0 3 21.2 98.3 28.5 93 95 1-A
96 10/23/12 FG-3.0 3 21.2 98.3 28.7 95 97 1-A
97 10/23/12 FG-3.0 3 21.2 98.3 29.5 94 96 1-A
98 10/23/12 FG-3.0 3 21.2 98.3 28.0 92 94 1-A
99 10/23/12 FG-2.5 3 21.2 98.3 27.9 94 96 1-A
100 10/23/12 FG-2.5 3 21.2 98.3 30.4 92 94 1-A
101 10/23/12 _ FG-2.5 3 21.2 98.3 28.2 92 1-A
-
TEST LOCATION: Building Pad /
95 40'S and 30' E from the NW Corner of Block D, Pad 12
96 30'S and 40' E from the NW Corner of Block D, Pad 13
97 20'S and 20' E from the NW Corner of Block D, Pad 14
98 50'S and 20' E from the NW Corner of Block D, Pad 15 /1
99 60'S and 60' E from the NW Corner of Block D, Pad 11
100 30'S and 30' E from the NW Corner of Block D, Pad 12
101 20'S and 50' E from the NW Corner of Block 0, Pad 13
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
5vittu
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results end reports are for the exduswe use of the Client(end their designated recipients on file to our office)end shall not be reproduced end/or dlstnbteed except with express approval of ALPHA.The
use of our none end test restate must receive our written approval.Test results and reports apply only to the samples tested and/or observed.and are Oct indicative of the geelities of epparemly identical or similar
specimens.
From: 12/12/2012 15:31 #235 P.016/051
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: 10/23/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II- OUR REPORT NO.: 121535-11D
Site Grading
Coppell, Texas
TEST DATA: TECHNICIAN: Jamshid Ranjbaran
TEST ELEV. SOIL 1D OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT
NO. DEPTH NUMBER PCF PCP COMPACTION
102 10/23/12 FG-2.5 3 21.2 98.3 29.1 92 94 1-A
103 10/23/12 FG-2.5 3 21.2 98.3 29.4 94 96 1-A
104 10/23/12 FG-2.0 3 21.2 98.3 27.4 93 95 1-A
105 10/23/12 FG-2.0 3 21.2 98.3 27.1 95 97 1-A
106 10/23/12 FG-2.0 3 21.2 98.3 26.9 92 94 1-A
107 10/23/12 FG-2.0 3 21.2 98.3 27.7 94 96 1-A
108 _ 10/23/12 FG-2.0 3 21.2 98.3 _ 27.7 _ 93 95 1-A
TEST LOCATION: Building Pad
102 20' N and 40'W from the SE Corner of Block D, Pad 14
103 40' N and 30'W from the SE Corner of Block D, Pad 15
104 20' N and 60'W from the SE Corner of Block D, Pad 11
105 30'N and 20'W from the SE Corner of Block D, Pad 12
106 60' N and 50'W from the SE Corner of Block D, Pad 13
107 30'N and 40' W from the SE Corner of Block D, Pad 14 •
108 50'N and 20'W from the SE Corner of Block D, Pad 15
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
*4/141'3
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the exclusive use of the Client(and their designated recipients 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 most receive our written approval. Test rosette and reports apply only to the samples hated and/or observed.and are not indicative of the qualities of apparently identical or similar
spadmena.