Villas at LV 2-LR121123 From: 12/12/2012 15:20 #234 P.002/021
ALPHA0\ 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: 11/23/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Utilities &Paving OUR REPORT NO.: 121732-3
Coppell, Texas
TEST DATA: TECHNICIAN: D. Hinton
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 N PCF
1 11/23/12 FG-3.0 1 18.6 105.3 21.2 102 97 1-A
2 11/23/12 FG-1.0 1 18.6 105.3 20.5 103 98 1-A
3 11/23/12 FG-3.0 1 18.6 105.3 22.6 103 98 1-A
4 11/23/12 FG-1.0 1 18.6 105.3 20.6 106 100 1-A
5 11/23/12 FG-3.0 1 18.6 105.3 21.3 104 98 1-A
6 11/23/12 FG-1.0 1 18.6 105.3 22.0 104 99 1-A
7 11/23/12 FG-3.0 1 18.6 105.3 19.7 106 101 1-A
TEST LOCATION:
1 Sanitary Sewer Line 0-1 at Station 2+00
2 Sanitary Sewer Line 0-1 at Station 2+08
3 Sanitary Sewer Line 0-1 at Station 5+00
4 Sanitary Sewer Line 0-1 at Station 5+05
5 .Sanitary Sewer Line 0-1 at Station 7+00
6 Sanitary Sewer Line 0-1 at Station 7+05
7 Sanitary Sewer Line 0-2 at Station 1+80
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 Yiki4/0
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results end repode are for the exclusive use of the Client(end their designated recipients on file in our office)and shaft not be reproduced and/or distributed except with express eppoval 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.end are not Indicative of the qualities of apparently identical or stmear
specimens.
From: 12/12/2012 15:21 #234 P.003/021
ALPHA 0 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: 11/23/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Utilities&Paving OUR REPORT NO.: 121732-3A
Coppell,Texas
TEST DATA: TECHNICIAN: D. Hinton
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
8 11/23/12 FG-1.0 2 16.1 108.5 16.7 105 97 1-A
9 11/23/12 FG-3.0 1 18.6 105.3 18.6 105 100 1-A
10 11/23/12 FG-1.0 1 18.6 105.3 22.0 102 97 1-A
11 11/23/12 FG-3.0 1 18.6 105.3 21.6 103 97 1-A
12 11/23/12 FG-1.0 1 18.6 105.3 19.0 101 96 1-A
13 11/23/12 FG-3.0 1 18.6 105.3 18.8 101 96 1-A
14 11/23/12 FG-1.0 1 18.6 105.3 18.9 100 95 1-A
TEST LOCATION:
8 Sanitary Sewer Line 0-2 at Station 1+85
9 Sanitary Sewer Line 0-3 at Station 2+50
10 Sanitary Sewer Line 0-3 at Station 2+55
11 Sanitary Sewer Service to Block E, Lot 11
12 Sanitary Sewer Service to Block E, Lot 11
13 Sanitary Sewer Service to Block E, Lot 9
14 Sanitary Sewer Service to Block E, Lot 9
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
5144/°
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the exclusive use of the Client(end their designated recipients on Ale In our office)and shell 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 resole and reports apply onty to the samples tested end/or observed,and are not Indicative of the qualifies of apparently identical or similer
specimens.