Villas at LV 2-LR121029 From: 12/12/2012 15:34 #235 P.033/051
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: 10/29/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2 OUR REPORT NO.: 121535-20
-Site Grading
Coppell, Texas
TEST DATA: TECHNICIAN: Jamshid Ranjbaran
TEST ELEV. SOIL ID OPTIMUM MAXIMUM B IN PLACE IN PLACE PERCENT
DATE LAB
DRY DENSITY MOISTURE DRY DENSITY COMMENT"
NO. DEPTH NUMBER pCF PCP COMPACTION
207 10/29/12 FG-0.5 3 21.2 98.3 27.2 95 96 1-A
208 10/29/12 FG 3 21.2 98.3 28.0 93 95 1-A
209 10/29/12 FG-0.5 3 21.2 98.3 27.5 95 97 1-A
210 10/29/12 FG 3 21.2 98.3 27.7 96 97 1-A
211 10/29/12 FG-0.5 3 21.2 98.3 28.3 93 94 1-A
212 10/29/12 FG 3 21.2 98.3 27.3 94 95 1-A
213 10/29/12 FG-0.5 3 21.2 98.3 26.2 95 96 1-A
TEST LOCATION: Building Pad
207 30' N and 20'W from the SE Corner of Block A, Pad 36
208 20' N and 30'W from the SE Corner of Block A, Pad 36
209 50'N and 20'W from the SE Corner of Block A, Pad 37
210 40' N and 60'W from the SE Corner of Block A, Pad 37
211 20'N and 40'W from the SE Corner of Block A, Pad 38
212 60'N and 20'W from the SE Corner of Block A, Pad 38
213 30'N and 30'W from the SE 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
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test rasutls and reports are for the exclusive use of the Client(and their designated recipients on fde in our office)end shall not be reproduced a dfcr distributed except with express approval of ALPHA.The
use of our name and lest resuits most receive ors mitten evasive'.Test results and reports apply only to the samples tested and/or observed.end me not indicative of the qual Ries of apparently identical or similar
spedmens.
From: 12/12/2012 15:34 #235 P.034/051
ALPHA �XTESTING 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: 10/29/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2 OUR REPORT NO.: 121535-20A
-Site Grading
Coppell, Texas
TEST DATA: TECHNICIAN: Jamshid 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
214 10/29/12 FG 3 21.2 98.3 27.1 92 93 1-A
215 10/29/12 FG-0.5 3 21.2 98.3 27.2 95 96 1-A
216 10/29/12 FG 3 21.2 98.3 28.3 92 94 1-A
217 10/29/12 FG-0.5 3 21.2 98.3 28.4 92 93 1-A
218 10/29/12 FG 3 21.2 98.3 26.5 93 95 1-A
219 10/29/12 FG-0.5 3 21.2 98.3 27.7 95 96 1-A
220 10/29/12 FG 3 21.2 98.3 27.4 93 94 1-A
TEST LOCATION: Building Pad
214 40' N and 20' E from the SW Corner of Block A, Pad 39
215 20'N and 60' E from the SW Corner of Block A, Pad 40
216 30'N and 30' E from the SW Corner of Block A, Pad 40
217 50' N and 50' E from the SW Corner of Block E, Pad 1
218 40' N and 20' E from the SW Corner of Block E, Pad 1
219 20' N and 60' E from the SW Corner of Block E, Pad 2
220 40' N and 30' E from the SW Corner of Block E, Pad 2
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
SIL511/14/&)
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our lest results and 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 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 not indicative of the qualities of apparently identical or similar
specimens.
From: 12/12/2012 15:34 #235 P.035/051
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: 10/29/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2 OUR REPORT NO.: 121535-20B
-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
221 10/29/12 FG-0.5 3 21.2 98.3 26.7 93 94 1-A
222 10/29/12 FG 3 21.2 98.3 27.3 95 97 1-A
223 10/29/12 FG-0.5 3 21.2 98.3 27.9 94 96 1-A
224 10/29/12 FG 3 21.2 98.3 27.3 94 95 1-A
TEST LOCATION: Building Pad
221 30' S and 20'W from the NE Corner of Block E, Pad 3
222 20'S and 40'W from the NE Corner of Block E, Pad 3
223 60' S and 60'W from the NE Corner of Block E, Pad 4
224 50'S and 30'W from the NE 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
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the exclusive use cl the Client(end their designated recipients on file In our office)and shall not be reproduced and/or distdbuted except with express approval of ALPHA The
use of our name and lest results must receive our wrllten approval.Test results end reports apply only to the samples tested and/or observed,and are not indicative of the qualities of apparently ident,cal or similar
specimens.