Villas at LV 2-LR121201 From: 12/12/2012 15:21 #234 P.004/021
ALPHA \ TESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical 1 Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: JBGL BF Development LLC DATE: 12/01/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Utilities&Paving OUR REPORT NO.: 121732-4
Coppell, Texas
TEST DATA: TECHNICIAN: J. Leighton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF PCF COMPACTION
15 12/01/12 FG-2.0 1 14.1 111.9 16.5 108 96 1-A
16 12/01/12 FG-1.5 1 14.1 111.9 16.3 107 96 1-A
17 12/01/12 FG-1.0 1 14.1 111.9 16.7 106 95 1-A
18 12/01/12 FG-0.5 1 14.1 111.9 16.0 109 97 1-A
19 12/01/12 FG 1 14.1 111.9 18.2 106 95 1-A
20 12/01/12 FG-2.0 1 14.1 111.9 17.4 108 96 1-A
21 12/01/12 FG-1.5 1 14.1 111.9 16.5 108 96 1-A
TEST LOCATION: Gas and Telephone Crossings
15 Crossing on Calcot Drive Block"E", Lot 7 to Block "A", Lot 55
ill /
16 Crossing on Calcot Drive Block"E", Lot 7 to Block"A", Lot 55
17 Crossing on Calcot Drive Block"E", Lot 7 to Block"A", Lot 55
Aft ,,,,., ,
18 Crossing on Calcot Drive Block"E", Lot 7 to Block "A", Lot 55
19 Crossing on Calcot Drive Block"E", Lot 7 to Block"A", Lot 55
20 ,Crossing on Calcot Drive Block"E", Lot 8 to Block"A", Lot 56
21 Crossing on Calcot Drive Block"E", Lot 8 to Block "A", Lot 56
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
a5)11/11/1/1,9
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our lest results and reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shell not be reproduced andlor distributed except with express approval of ALPHA. The
use of our name end test results must receive out wrflten 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 similar
spechnens.
From: 12/12/2012 15:22 #234 P.005/021
ALPHA /l\ TESTIHG 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: 12/01/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- Utilities&Paving OUR REPORT NO.: 121732-4A
Coppell, Texas
TEST DATA: TECHNICIAN: J. Leighton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
. L .
22 12/01/12 FG-2.0 2 16.1 108.5 18.7 106 97 1-A
23 12/01/12 FG-1.5 2 16.1 108.5 18.9 105 97 1-A
24 12/01/12 FG-1.0 2 16.1 108.5 16.1 105 97 1-A
25 12/01/12 FG-0.5 2 16.1 108.5 16.4 105 97 1-A
26 12/01/12 FG 2 16.1 108.5 16.6 104 95 1-
27 12/01/12 FG-1.0 _ 2 _ 16.1 108.5 17.0 104 96 ),t1/41
28 12/01/12 FG-0.5 2 16.1 108.5 16.9 104 6 !
TEST LOCATION: Gas and Telephone Crossings
22 Crossing on Calcot Drive Block"E", Lot 9 to Block"A", Lots 57&58
23 Crossing on Calcot Drive Block"E", Lot 9 to Block "A", Lots 57&58
24 Crossing on Calcot Drive Block"E", Lot 8 to Block "A", Lot 56
25 Crossing on Calcot Drive Block"E", Lot 9 to Block"A", Lot 56
26 Crossing on Calcot Drive Block"E", Lot 8 to Block"A", Lot 56
27 Crossing on Calcot Drive Block"E", Lot 9 to Block "A", Lots 57&58
28 Crossing on Calcot Drive Block"E", Lot 9 to Block"A", Lots 57 &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 and reports are for the exclusive use of the Client(ant their designated recipients on file In our office)and shall not be reproduced and/or dlshibuted except vith express eppral 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.
•
From: 12/12/2012 15:22 #234 P.006/021
ALPHA 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: 12/01/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2-Utilities & Paving OUR REPORT NO.: 121732-4B
Coppell, Texas
TEST DATA: TECHNICIAN: J. Leighton
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LA8 IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF y PCF
29 12/01/12 FG 2 16.1 108.5 19.3 104 96 1-A
30 12/01/12 FG-2.0' 2 16.1 108.5 16.7 100 92 1-B
31 12/01/12 FG-3.0' 2 16.1 108.5 18.9 107 98 1-A
32 12/01/12 FG-2.5' 2 16.1 108.5 20.9 105 97 1-A
33 12/01/12 FG-2.0' 2 16.1 108.5 19.1 107 98 1-A
TEST LOCATION: Gas and Telephone Crossings
29 Crossing on Calcot Drive Block"E", Lot 9 to Block"A", Lots 57&58
30 Crossing on Calcot Drive Block"A",Lot 44 to Lots 53&54
31 Crossing on Calcot Drive Block"A",Lot 46 to Lots 51 &52
32 Crossing on Calcot Drive Block "A",Lot 46 to Lots 51 &52
33 Crossing on Calcot Drive Block"A",Lot 46 to Lots 51 &52 ir
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COM' •CTION 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
5kat4/1/9
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test results and reports are for the exclusive use of the Client(and their designated recipients on file in our office)end shall 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 results and reports apply only to the samples tested and/or observed,and are not indicative of the qualities of apparently identical or similar
specimen.
From: 12/12/2012 15:25 #234 P.015/021
ALPHA 4X 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: 12/01/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2 - OUR REPORT NO.: 121732-10
Utilities and Paving
Coppell, Texas
TEST DATA: TECHNICIAN: Don 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
- 81 12/01/12 FG-2.0 1 18.6 105.3 19.2 104 99 1-A
82 12/01/12 FG-1.0 1 18.6 105.3 20.4 102 97 1-A
83 . 12/01/12 FG-2.0 1 18.6 105.3 19.3 104 98 1-A
84 12/01/12 FG-1.0 1 18.6 105.3 20.1 103 98 1-A
85 12/01/12 FG-3.0 1 18.6 105.3 19.5 102 97 1-A
86 12/01/12 FG-2.0 1 18.6 105.3 21.6 102 97 1-A
87 12/01/12 FG-1.0 1 18.6 105.3 20.5 102 97 1-A
TEST LOCATION:
81 Storm Sewer 0-1 at Station 0+50
82 Storm Sewer 0-1 at Station 0+55
83 Storm Sewer 0-1 at Station 3+00
84 Storm Sewer 0-1 at Station 3+00
85 Storm Sewer 0-2 at Station 2+00
86 Storm Sewer 0-2 at Station 2+02
87 Storm Sewer 0-2 at Station 2+05
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 and reports are for the exclusive use of the Client(and their designated recipients on file in our office)end 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 end 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 15:26 #234 P.016/021
ALPHA , TESTINC 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: 12/01/12
Dallas, Texas
PROJECT: Villas at Lake Vista Phase 2- OUR REPORT NO.: 121732-10A
Utilities and Paving
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
88 12/01/12 FG-2.0 1 18.6 105.3 20.8 104 99 1-A
89 12/01/12 FG-1.0 1 18.6 105.3 19.8 106 101 1-A
90 12/01/12 FG-3.0 1 18.6 105.3 19.0 105 100 1-A
91 12/01/12 FG-2.0 1 18.6 105.3 19.7 103 98 1-A
92 12/01/12 __ FG-1.0 1 18.6 105.3 19.2 104 99 1-A
TEST LOCATION:
88 Storm Sewer 0-2 at Station 3+50
89 Storm Sewer 0-3 at Station 1+25
90 Storm Sewer 0-3 at Station 1+25
91 Storm Sewer 0-3 at Station 1+28
92 Storm Sewer 0-3 at Station 1+30
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
*Ulliki
Bulent Ethem,P.G.
ALPHA TESTING,INC.
Our test mulls and reports are for the exclusive use of the Cgenl(end 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 test results must receive oar wrdten approval.Test results and reports apply only to the samples tested and/or observed.and are not Indicative of the qualgles of apparently identical or*niter
specimens.