Villas at LV 2-LR121019 From: 12/12/2012 15:29 #235 P.003/051
ALPHA j\ TESTING REPORT OF FIELD
2209 Wisconsin Street,Suite 100 COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.aiphatesting.com
TBPE Firm No. 813
TESTED FOR: JBGL BF Development LLC DATE: 10/19/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II -Site Grading OUR REPORT NO.: 121535-6
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
15 10/19/12 FG-3.0 120324/1 18.6 105.3 24.2 101 96 1-A
16 10/19/12 FG-3.0 120324/1 18.6 105.3 25.2 101 96 1-A
17 10/19/12 FG-3.0 120324/1 18.6 105.3 24.0 98 93 1-A
18 10/19/12 FG-3.0 120324/1 18.6 105.3 24.1 100 95 1-A
19 10/19/12 FG-2.5 120324/1 18.6 105.3 25.4 100 95 1-A
20 10/19/12 FG-2.5 120324/1 18.6 105.3 25.6 98 93 1-A
21 10/19/12 FG-2.5 120324/1 18.6 105.3 24.2 101 96 1-A
TEST LOCATION: Building Pad
15 30' N and 40'W from SE Corner of Block E, Pad 7
16 20' N and 60'W from SE Corner of Block E, Pad 8
17 50' N and 30'W from SE Corner of Block E, Pad 9
18 40' N and 20'W from SE Corner of Block E, Pad 10
19 30'N and 50'W from SE Corner of Block E, Pad 7
20 60' N and 40'W from SE Corner of Block E, Pad 8
21 20'N and 30' W from SE Corner of Block E, Pad 9
-
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
Sjiltitt9
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 shall not be reproduced arWw distributed except vAh express approval of ALPHA. The
use of our neme and teat results must receive our written approval. Test results and reports apply only to the sernpies tested and/or observed,and ere not indicative of the Qualities of apparently identical or similar
epecimelo.
From: 12/12/2012 15:29 #235 P.004/051
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: 10/19/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II -Site Grading OUR REPORT NO.: 121535-6A
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
■
22 10/19/12 FG-2.5 120324/1 18.6 105.3 25.6 100 95 1-A
23 10/19/12 FG-2.0 120324/1 18.6 105.3 24.2 98 93 1-A
24 10/19/12 FG-2.0 120324/1 18.6 105.3 24.5 99 94 1-A
25 10/19/12 FG-2.0 120324/1 18.6 105.3 24.1 99 94 1-A
26 10/19/12 FG-2.0 120324/1 18.6 105.3 24.8 101 96 1-A
27 10/19/12 FG-1.5 120324/1 18.6 105.3 25.0 102 97 1-A
28 10/19/12 FG-1.5 120324/1 18.6 105.3 24.0 100 95 1-A
TEST LOCATION: Building Pad
22 30' N and 20' E from SW Corner of Block E, Pad 10
23 20' N and 40' E from SW Corner of Block E, Pad 7 .
24 60' N and 60' E from SW Corner of Block E, Pad 8
25 40' N and 30' E from SW Corner of Block E, Pad 9
. 26 50'N and 50' E from SW Corner of Block E, Pad 10
27 20'N and 40' E from SW Corner of Block E, Pad 7
28 40'N and 30' E from SW Corner of Block E, Pad 8
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
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results end reports are for the exclusive use of the Client land their designated recipients on file in our office)and shall not be reproduced end/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 ere not Indicative of the qualities of apparently identical or similar
specimens.
From: 12/12/2012 15:29 #235 P.005/051
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: 10/19/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II -Site Grading OUR REPORT NO.: 121535-6B
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 COMMEND
NO. DEPTH NUMBER % PCF PCF COMPACTION
29 10/19/12 FG-1.5 120324/1 18.6 105.3 24.4 101 96 1-A
30 10/19/12 FG-1.5 120324/1 18.6 105.3 24.2 101 96 1-A
31 10/19/12 FG-1.0 120324/1 18.6 105.3 24.9 99 94 1-A
32 10/19/12 • FG-1.0 120324/1 18.6 105.3 23.6 101 96 1-A
33 10/19/12 FG-1.0 120324/1 18.6 105.3 24.4 98 93 1-A
34 10/19/12 FG-1.0 120324/1 18.6 105.3 23.6 99 94 1-A
TEST LOCATION: Building Pad
29 40'S and 30'W from NE Corner of Block E, Pad 9
30 30'S and 20'W from NE Corner of Block E, Pad 10
31 60'S and 60'W from NE Corner of Block E, Pad 7
32 20'S and 40'W from NE Corner of Block E, Pad 8
33 40'S and 20'W from NE Corner of Block E, Pad 9
34 .30'S and 40'W from NE Corner of Block E, Pad 10
1. FILL a 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
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the exclusive use of the Client land their designated recipients on file In our office)end shall 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.Teat recurs and reports apply only to the samples tested and/or observed,and ere not indicative of the qualities of apparently identical or similar
specimens.