Villas at LV 2-LR121101 From: 12/12/2012 15:35 #235 P.041 /051
ALPHA/VESTING 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: 11/01/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Site Grading OUR REPORT NO.: 121535-23
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 h PCF / PCF COMPACTION
252 11/01/12 FG-2.0 3 21.2 98.3 25.1 95 96 1-A
253 11/01/12 FG-1.5 3 21.2 98.3 24.1 96 98 1-A
254 11/01/12 FG-1.0 3 21.2 98.3 24.0 95 97 1-A
255 11/01/12 FG-0.5 3 21.2 98.3 25.5 93 95 1-A
256 11/01/12 FG 3 21.2 98.3 25.5 94 96 1-A
257 11/01/12 FG-2.0 3 21.2 98.3 23.7 96 98 1-A
258 11/01/12 FG-1.5 3 21.2 98.3 25.0 95 96 1-A
TEST LOCATION: Building Pad
252 30' N and 30'W from SE Corner of Block A, Pad 56
253 50' N and 60'W from SE Corner of Block A, Pad 56
254 20'N and 20'W from SE Corner of Block A, Pad 56
255 40' N and 50'W from SE Corner of Block A, Pad 56
•
256 60'N and 40'W from SE Corner of Block A, Pad 56
257 30' N and 60'W from SE Corner of Block A, Pad 57
258 40'N and 20'W from SE Corner of Block A, Pad 57
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
It 1 U44/0
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test resulte and reports are for the exclusive use of the Client(and their designated recipients on Zile in our office)and shall not be reproduced andbr distributed except With express approval of ALPHA.The
use of our name and lest results must recatve 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 15:35 #235 P.042/051
ALPHA0\ TEST1NG 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: 11/01/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Site Grading OUR REPORT NO.: 121535-23A
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
259 11/01/12 FG-1.0 3 21.2 98.3 24.1 95 96 1-A
260 11/01/12 FG-0.5 3 21.2 98.3 24.4 95 97 1-A
261 11/01/12 FG 3 21.2 98.3 25.6 94 96 1-A
262 11/01/12 FG-2.0 3 21.2 98.3 24.0 96 98 1-A
263 11/01/12 FG-1.5 3 21.2 98.3 26.4 94 95 1-A
264 11/01/12 FG-1.0 3 21.2 98.3 23.8 95 97 1-A ,
265 11/01/12 FG-0.5 3 21.2 98.3 24.1 94 96 1-A
TEST LOCATION: Building Pad
259 40'S and 30' E from NW Corner of Block A, Pad 57
260 20'S and 40' E from NW Corner of Block A, Pad 57
261 50'S and 20' E from NW Corner of Block A, Pad 57
262 40'S and 50' E from NW Corner of Block A, Pad 58
263 30'S and 40' E from NW Corner of Block A, Pad 58
264 60'S and 20' E from NW Corner of Block A, Pad 58,
265 20'S and 50' E from NW Corner of Block A, Pad 58
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 and/or distributed except ssith express approval of ALPHA.The
bee of our name end teal restate must receive our written approval.Test results end reports apply only to the samples tested and/or observed.and are not Indicative of the Qualifies of apparently Identical or similar
specimens.
From: 12/12/2012 15:36 #235 P.043/051
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: 11/01/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2 -Site Grading OUR REPORT NO.: 121535-23B
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
266 11/01/12 FG 3 21.2 98.3 24.4 94 96 1-A
TEST LOCATION: Building Pad
266 30'S and 20' E from NW Corner of Block A, Pad 58
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
*11/141
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our to results and reports are for the exclusive use of the Client(and then designated recipients on file In our office)and shell not be reproduced and/or diabibuted except with express approval of ALPHA.The
use of our name and test results must receive our mitten approval.Test results end reports apply only to the samples tested erdfor observed,end are net indicative of the qualities of apparently identical at similar
specimens.