Villas at LV 2-LR121020 From: 12/12/2012 15:29 #235 P.006/051
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: 10/20/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II OUR REPORT NO.: 121535-8
-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 % PCP % PCF COMPACTION
35 10/20/12 SG 120324/1 18.6 105.3 24.6 101 96 2-A
36 10/20/12 SG 120324/1 18.6 105.3 23.9 98 93 2-A
37 10/20/12 FG-4.5 120324/1 18.6 105.3 25.5 99 94 1-A
38 10/20/12 FG-4.5 120324/1 18.6 105.3 26.1 99 94 1-A
39 10/20/12 FG-4.0 120324/1 18.6 105.3 23.8 101 96 1-A
40 10/20/12 FG-4.0 120324/1 18.6 105.3 24.1 102 97 1-A
41 10/20/12 FG-3.5 120324/1 18.6 105.3 25.6 100 95 1-A
TEST LOCATION: Building Pad
35 30' N and 30'W from the SE Corner of Block E, Pad 1
36 20' N and 60'W from the SE Corner of Block E, Pad 2
37 50'N and 20'W from the SE Corner of Block E, Pad 1
38 40'N and 50'W from the SE Corner of Block E, Pad 2
39 60'N and 40'W from the SE Corner of Block E, Pad 1
40 30' N and 20'W from the SE Corner of Block E, Pad 2
41 40' N and 30'W from the SE Corner of Block E, Pad 1
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 and moods are for the exclusive use of the Client(and their designated redpients 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 test results must receive our written approval.Test results and repods apply only to the samples tested and/or observed,and are not Indicative of the qualities of apparently identical or similar
specimens.
From: 12/12/2012 15:29 #235 P.007/051
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: 10/20/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II OUR REPORT NO.: 121535-8A
-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'
Ye PCF .e PCF
42 10/20/12 FG-3.5 120324/1 18.6 105.3 24.4 100 95 1-A
43 10/20/12 FG-3.0 120324/1 18.6 105.3 25.2 101 96 1-A
44 10/20/12 FG-3.0 120324/1 18.6 105.3 25.5 101 96 1-A
45 10/20/12 FG-3.5 120324/1 18.6 105.3 24.5 99 94 1-A
46 10/20/12 FG-3.5 120324/1 18.6 105.3 24.9 99 94 1-A
47 10/20/12 FG-2.0 120324/1 18.6 105.3 25.3 101 96 1-A
48 10/20/12 FG-2.0 120324/1 18.6 105.3 95.0 100 95 1-A
TEST LOCATION: Building Pad
42 40'N and 30' E from the SW Corner of Block E, Pad 2
43 20'N and 20' E from the SW Corner of Block E, Pad 1
44 50'N and 50' E from the SW Corner of Block E, Pad 2
45 60' N and 40' E from the SW Corner of Block E, Pad 1
46 30' N and 60' E from the SW Corner of Block E, Pad 2
47 50' N and 30' E from the SW Corner of Block E, Pad 1
48 40' N and 20' E from the SW Corner of Block E, Pad 2
t 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
ILf.Illiji
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results end reports are for the exclusive use of the Client(end their designated recipients on file in our office)and shall not be reproduced and/or distnlufed accept with express approval of ALPHA.TM
use of our name and test results must receive our written approval.Test results and reports apply only to the samples tasted and/or observed,and are not Indicative of the qualities of apparently identical or similar
specinren s.
From: 12/12/2012 15:30 #235 P.008/051
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: 10/20/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase II OUR REPORT NO.: 121535-8B
-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 PCP COIWACTION
49 10/20/12 FG-1.5 120324/1 18.6 105.3 24.0 102 97 1-A
50 10/20/12 FG-1.5 120324/1 18.6 105.3 23.9 99 94 1-A
51 10/20/12 FG-1.0 120324/1 18.6 105.3 24.9 99 94 1-A
52 10/20/12 FG-1.0 120324/1 18.6 105.3 24.0 100 95 1-A
TEST LOCATION: Building Pad
49 40'S and 30'W from the NE Corner of Block E, Pad 1
50 20' S and 40'W from the NE Corner of Block E, Pad 2
51 60' S and 20'W from the NE Corner of Block E, Pad 1
52 30'S and 50'W from the NE Corner of Block E, Pad 2
1. FILL 'A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE 6. 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
Bu lent Ethem,P.G.
ALPHA TESTING,INC.
Our test mutts and reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced old/or distributed except 4th express approval of ALPHA The
use of our name end test results must receive otr written approval.Test results and reports apply only to the samples tested and/or observed,and am not indicative of the quarrhee of apparently idet tcal or similar
epaormerhs.