Villas at LV 2-LR121031 From: 12/12/2012 15:35 #235 P.039/051
ALPHA /\ T E S T I N G REPORT OF FIELD
2209 Wisconsin S ea
tv t, Suite 0, 0 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: 10/31/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Site Grading OUR REPORT NO.: 121535-22
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 a PCF i PCF COMPACTION
242 10/31/12 FG-2.0 2 16.2 108.5 18.5 104 96 1-A
243 10/31/12 FG-1.5 2 16.2 108.5 19.1 105 97 1-A
244 10/31/12 FG-1.0 2 16.2 108.5 19.3 104 96 1-A
245 10/31/12 FG-0.5 2 16.2 108.5 18.6 106 98 1-A
246 10/31/12 FG 2 16.2 108.5 18.6 104 96 1-A
247 10/31/12 FG-2.0 3 21.2 98.3 24.7 93 95 1-A
248 10/31/12 FG-1.5 3 21.2 98.3 24.6 92 94 1-A
TEST LOCATION: Building Pad
242 20'N and 30'W from SE Corner of Block A, Lot 54
243 40' N and 40'W from SE Corner of Block A, Lot 54
244 30' N and 20'W from SE Corner of Block A, Lot 54
245 25'N and 60'W from SE Corner of Block A, Lot 54
246 60' N and 30'W from SE Corner of Block A, Lot 54
247 40'N and 20' W from SE Corner of Block A, Lot 55
248 30'N and 50'W from SE Corner of Block A, Lot 55
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
*Iill
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our lest results and reports are for the exclusive use of the Client(arid their designated recipients on file in our office)and shall not be reproduced and/or distributed except Wflh express approval of ALPHA The
use of our nacre and lest results must receive our written approval.Test results and termite apply only to the samples tested end or observed,end are not indicative of the qualities of apparently identical or eimler
specimens.
From: 12/12/2012 15:35 #235 P.040/051
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: .10/31/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Site Grading OUR REPORT NO.: 121535-22A
Coppell, Texas
TEST DATA: TECHNICIAN: J. 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 m PCF
249 10/31/12 FG-1.0 3 21.2 98.3 24.2 96 97 1-A
250 10/31/12 FG-0.5 3 21.2 98.3 26.2 93 94 1-A
251 10/31/12 FG 3 21.2 98.3 24.3 94 95 1-A
TEST LOCATION: Building Pad
249 40'S and 30'W from NE Corner of Block A, Lot 55
250 20'S and 40'W from NE Corner of Block A, Lot 55
251 60'S and 20'W from NE Corner of Block A, Lot 55
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(and their designated redpierds on file in our office)and shell not be reproduced and/or distributed except oath express approval of ALPHA.The
use of our name and test results must receive our Witten 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 Arnie(
specimens.