Villas at LV 2-LR121203 From: 12/12/2012 15:26 #234 P.017/021
ALPHA VIESTING 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: 12/03/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121732-11
Utilities and Paving
Coppell, Texas
TEST DATA: TECHNICIAN: Jeff Leighton
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
34 12/03/12 FG-2.0 3 21.2 98.3 24.1 96 97 1-A
35 12/03/12 FG-1.5 3 21.2 98.3 24.0 95 97 1-A
36 12/03/12 FG-1.0 2 16.1 108.5 17.5 103 95 1-A
37 12/03/12 FG-0.5 2 16.1 108.5 16.4 104 96 1-A
38 12/03/12 FG 2 16.1 108.5 21.3 104 96 1-A
39 12/03/12 FG-2.0 3 21.1 98.3 24.7 89 90 1-8
40 12/03/12 FG-2.0 3 21.1 98.3 18.9 95 96
TEST LOCATION: Gas and Telephone Crossings
34 Crossing on Chipping Way on Block D, Pad 15 to Block E, Pad 6
35 Crossing on Chipping Way on Block D, Pad 15 to Block E, Pad 6
36 Crossing on Chipping Way on Block D, Pad 15 to Block E, Pad 6
37 Crossing on Chipping Way on Block D, Pad 15 to Block E, Pad 6
38 Crossing on Chipping Way on Block D, Pad 15 to Block E, Pad 6
39 Crossing on Chipping Way on Block E, Pad 5 to Block E, Pads 13 and 14
40 Crossing on Chipping Way on Block E, Pad 3 to Block E, Pads 11 and 12
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
S-41914ifill
Bulent Ethem,P.G.
ALPHA TESTING,INC.
our test results and reports ere for the exclusive use of the client(end their designated recipients on file In our once)end shall not be reproduced and/or distributed except with express approval of ALPHA The
use of our name and lest results most receive ourwriaen approval.Test results and reports apply only to the samples tested and/or observed,end are not indicative of the qualifies of apparently identical orsimiler
specimens.
From: 12/12/2012 15:26 #234 P.018/021
ALPHIt 4NTESTI HC 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: 12/03/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121732-11A
Utilities and Paving
Coppell, Texas
TEST DATA: TECHNICIAN: Jeff Leighton
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
. J
41 12/03/12 FG-2.0 3 21.2 98.3 25.7 94 96 1-A
42 12/03/12 FG-1.5 3 21.2 98.3 24.4 94 95 1-A
43 12/03/12 FG-1.0 3 21.2 98.3 24.6 94 96 1-A
44 12/03/12 FG-0.5 2 16.1 108.5 21.3 103 95 1-A
45 12/03/12 FG 2 16.1 108.5 20.7 104 96 1-A
46 12/03/12 FG-2.0 3 21.1 98.3 22.2 97 98 1-A
47 12/03/12 FG-1.5 3 21.1 98.3 23.1 96 98 1-A
TEST LOCATION: Gas and Telephone Crossings
41 Crossing on Chipping Way and Snowhill Trail
42 Crossing on Chipping Way and Snowhill Trail
43 Crossing on Chipping Way and Snowhill Trail
44 Crossing on Chipping Way and Snowhill Trail
45 Crossing on Chipping Way and Snowhill Trail
46 Crossing on Calcot Drive and Snowhill Trail
47 Crossing on Calcot Drive and Snowhill Trail
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
24.Cbtil
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our teat results and reports are Witte 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 ALP)-IA.The
use or our name and lest results must receive our written approval.Teat results and reports apply only to the samples tested and/or observed,and are not Indicative of the queitles of apparently Identical or similar
specimens.
From: 12/12/2012 15:27 #234 P.019/021
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: 12/03/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121732-11 B
Utilities and Paving
Coppell, Texas
TEST DATA: TECHNICIAN: Jeff Leighton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER ro PCF PCF COMPACTION
48 12/03/12 FG-1.0 3 21.2 98.3 21.0 97 99 1-A
49 12/03/12 FG-0.5 3 21.2 98.3 23.3 95 97 1-A
50 12/03/12 FG 2 16.1 108.3 17.8 107 98 1-A
51 12/03/12 FG-2.0 2 16.1 108.3 18.9 103 95 1-AD
52 12/03/12 FG-1.5 2 16.1 108.3 17.6 103 95 1-A
53 12/03/12 FG-1.0 2 16.1 108.3 19.0 103 95 1-A
54 12/03/12 FG-1.5 2 16.1 108.3 17.2 103 95 1-A
TEST LOCATION: Gas and Telephone Crossings
48 Crossing on Chipping Way and Snowhill Trail
49 Crossing on Chipping Way and Snowhill Trail
50 Crossing on Chipping Way and Snowhill Trail
51 Retest of Test#30 from 12/01/12
52 Crossing Snowhill Trail on Block A, Pad 46 to Block A, Pads 51 and 52
53 Crossing Snowhill Trail on Block A, Pad 46 to Block A, Pads 51 and 52
54 Crossing Snowhill Trail on Block A, Pad 44 to Block A, Pads 53 and 54
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
14fAill41
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Oil lest results and reports are for the exclusive use of the Client(and their designated recipient on fle in our office)and shell not be reproduced and/or disuihuled except with express approval of ALPHA. The
use of our name end test results must receive our written approval.Test results and reports apply only to the samples lasted end/or observed.and are not indicative of the qualities of apparently identical or similar
specimens.
From: 12/12/2012 15:27 #234 P.020/021
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: 12/03/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121732-11C
Utilities and Paving
Coppell, Texas
TEST DATA: TECHNICIAN: Jeff Leighton
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCP % PCF COMPACTION
55 12/03/12 FG-1.0 2 16.1 108.5 17.2 103 95 1-A
56 12/03/12 FG-0.5 1 14.1 111.9 16.0 110 98 1-A
57 12/03/12 FG-0.5 2 16.1 108.3 18.2 104 96 1-A
_ 58 12/03/12 FG 2 16.1 108.3 19.1 103 95 1-A
59 12/03/12 FG-2.0 3 21.2 98.3 26.0 94 96 1-AD
60 12/03/12 FG-2.0 3 21.2 98.3 22.6 94 96 1-AD
61 12/03/12 FG-1.5 3 21.2 98.3 21.9 96 97 1-A
TEST LOCATION: Gas and Telephone Crossings
55 Crossing Snowhill Trail on Block A, Pad 44 to Block A, Pads 53 and 54
56 Crossing Snowhill Trail on Block A, Pad 46 to Block A, Pads 51 and 52
57 Crossing Snowhill Trail on Block A, Pad 44 to Block A, Pads 53 and 54
58 Crossing Snowhill Trail on Block A, Pad 44 to Block A, Pads 53 and 54
59 Retest of Test#40 of this Report
60 Retest of Test#39 on this Report
61 _Crossing on Chipping Way on Block E, Pad 3 to Block D, Pads 11 and 12
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
5194/141
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our teat results and 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 approval of ALPHA.The
use of our name end 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 simlar
specimens.
From: 12/12/2012 15:27 #234 P.021 /021
ALPISA *•t 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: 12/03/12
Dallas,Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121732-11D
Utilities and Paving
Coppell, Texas
TEST DATA: TECHNICIAN: Jeff Leighton
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
62 12/03/12 FG-1.0 3 21.2 98.3 21.9 93 95 I 1-A
63 12/03/12 FG-1.5 3 21.2 98.3 21.8 95 96 1-A
64 12/03/12 FG-1.0 3 21.2 98.3 21.5 94 96 1-A
65 12/03/12 FG-0.5 2 16.1 108.3 18.0 105 97 \ 1-A
66 12/03/12 FG 2 16.1 108.3 16.5 104 96 1-A
67 12/03/12 FG-0.5 2 16.1 108.3 17.7 106 97 1-A
68 12/03/12 FG 2 _ 16.1 108.3 __ 19.3 _ 106 9: 1-A
TEST LOCATION: Gas and Telephone Crossings / .
62 Crossing on Chipping Way on Block E, Pad 3 to Block D, Pads 11 and 12 /
63 Crossing on Chipping Way on Block E, Pad 5 to Block D, Pads 13 and 14 '/,-
64 Crossing on Chipping Way on Block E, Pad 5 to Block D, Pads 13 and 14
65 Crossing on Snowhill Trail on Block E, Pad 3 to Block D, Pads 11 and 12
66 Crossing on Snowhill Trail on Block E, Pad 3 to Block D, Pads 11 and 12
67 Crossing on Snowhill Trail on Block E, Pad 5 to Block D, Pads 13 and 14
68 Crossing on Snowhill Trail on Block E, Pad 5 to Block D, Pads 13 and 14
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE 8. 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 0. RETEST
8ulent Ethem,P.G.
ALPHA TESTING,INC.
Our lest results and moods are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/ordistritwted 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.