Villas at LV 2-LR121030 From: 12/12/2012 15:34 #235 P.036/051
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: 10/30/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121535-21
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
225 10/30/12 SG 2 16.1 108.5 19.5 104 96 2-A
226 10/30/12 SG 2 16.1 108.5 18.8 104 96 2-A
227 10/30/12 SG 2 16.1 108.5 18.6 106 98 2-A
228 10/30/12 SG 2 16.1 108.5 19.4 104 96 2-A
229 10/30/12 SG 2 16.1 108.5 19.1 104 96 2-A
230 10/30/12 SG 2 16.1 108.5 18.6 105 97 2-A
231 10/30/12 SG _ 2 16.1 108.5 _ 18.2 106 98 2-A
TEST LOCATION: Building Pad
225 30'S and 40'W from the NE Corner of Block A, Pad 44
226 20'S and 60'W from the NE Corner of Block A, Pad 45
227 40'S and 30'W from the NE Corner of Block A, Pad 46
228 50'S and 50'W from the NE Corner of Block A, Pad 47
229 60'S and 40'W from the NE Corner of Block A, Pad 48
230 20' S and 20'W from the NE Corner of Block A, Pad 49
231 40'S and 50'W from the NE Corner of Block A, Pad 50
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
519041
Bulent Ethem.P.G.
ALPHA TESTING,INC.
Our test results end reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distributed except with express approve)of ALPHA, The
use of our name and test results must receive our written approval.Test results end 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 15:35 #235 P.037/051
ALPHA ik, , 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: 10/30/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121535-21A
Site Grading
Coppell, Texas
TEST DATA: TECHNICIAN: Jamshid Ranjbaran
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT"
PCF % PCF
232 10/30/12 FG-1.0 3 21.2 98.3 23.6 95 96 1-A
233 10/30/12 FG-0.5 3 21.2 98.3 24.6 94 95 1-A
234 10/30/12 FG 3 21.2 98.3 23.4 93 94 1-A
235 10/30/12 FG-1.0 3 21.2 98.3 24.9 93 95 1-A
236 10/30/12 FG-0.5 3 21.2 98.3 24.2 92 94 1-A
237 10/30/12 FG 3 21.2 98.3 25.2 94 95 1-A
238 10/30/12 FG-1.5 3 21.2 98.3 25.1 92 93 1-A
TEST LOCATION: Building Pad
232 20'N and 50' E from the SW Corner of Block A, Pad 51
233 40' N and 40' E from the SW Corner of Block A, Pad 51
234 60' N and 60' E from the SW Corner of Block A, Pad 51
235 30' N and 30' E from the SW Corner of Block A, Pad 52
236 50' N and 50' E from the SW Corner of Block A, Pad 52
237 40' N and 40' E from the SW Corner of Block A, Pad 52
238 20' N and 60' E from the SW Corner of Block A, Pad 53
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
511(44/1
Bulent Ethem,P.G.
ALPHA TESTING.INC.
Our lest results and reports are for the exclusive use of the Client lend 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 lest 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 15:35 #235 P.038/051
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: 10/30/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121535-21B
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
239 10/30/12 FG-1.0 3 21.2 98.3 23.3 95 96 1-A
240 10/30/12 FG-0.5 3 21.2 98.3 24.7 95 97 1-A
241 10/30/12 FG 3 21.2 98.3 24.1 93 94 1-A
TEST LOCATION: Building Pad
239 40'S and 30'W from the NE Corner of Block A, Pad 53
240 30'S and 20'W from the NE Corner of Block A, Pad 53
241 60'S and 50'W from the NE Corner of Block A, Pad 53
•
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
Pi561/°
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports one for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distributed except with express approval of ALPHA.no
use of our name and test results must receive our wrMen approval.Test results and repots apply only to the samples tested and/or observed,and are not indicative of the qualities of apparently identical or simile`
specimens.