Westhaven 2-LR140704TESTED FOR:DATE: 07/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2600 07/04/14 FG-1.5 8 13.1 113.7 14.9 110 96 1-A
2601 07/04/14 FG-1.5 8 13.1 113.7 14.0 110 97 1-A
2602 07/04/14 FG-1.5 8 13.1 113.7 15.0 109 96 1-A
2603 07/04/14 FG-1.0 8 13.1 113.7 15.4 111 98 1-A
2604 07/04/14 FG-1.0 8 13.1 113.7 13.7 108 95 1-A
2605 07/04/14 FG 8 13.1 113.7 14.1 111 97 1-A
2606 07/04/14 FG-1.0 8 13.1 113.7 13.6 109 96 1-A
TEST LOCATION:Building Pad
2600
2601
2602
2603
2604
2605
2606
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
Attef Abushakra, P.E.
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) and 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
specimens.
20' N and 80' E from the SW Corner of Block F, Pad 18
30' N and 40' E from the SW Corner of Block F, Pad 23
20' N and 10' E from the SW Corner of Block F, Pad 24
40' N and 20' E from the SW Corner of Block F, Pad 26
Irving, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
SOIL ID
NUMBER
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
130127-153
DATE
10' N and 30' E from the SW Corner of Block F, Pad 25
IN PLACE
DRY DENSITY
PCF
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
30' N and 40' E from the SW Corner of Block F, Pad 27
TEST
NO.
40' N and 30' E from the SW Corner of Block F, Pad 22
J. Ranjbaran
TESTED FOR:DATE: 07/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2607 07/04/14 FG-1.0 8 13.1 113.7 14.7 113 99 1-A
2608 07/04/14 FG-1.0 8 13.1 113.7 13.4 110 97 1-A
2609 07/04/14 FG-1.0 8 13.1 113.7 13.6 113 99 1-A
2610 07/04/14 FG-1.0 8 13.1 113.7 14.7 110 97 1-A
2611 07/04/14 FG-1.0 8 13.1 113.7 15.6 110 97 1-A
2612 07/04/14 FG-1.0 8 13.1 113.7 14.4 113 99 1-A
2613 07/04/14 FG-0.5 8 13.1 113.7 13.8 111 98 1-A
TEST LOCATION:Building Pad
2607
2608
2609
2610
2611
2612
2613
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
Attef Abushakra, P.E.
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) and 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
specimens.
TECHNICIAN: J. Ranjbaran
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-153A
Coppell, Texas
20' N and 50' W from the SE Corner of Block F, Pad 20
40' N and 20' W from the SE Corner of Block F, Pad 21
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
30' N and 30' W from the SE Corner of Block F, Pad 19
30' N and 40' W from the SE Corner of Block F, Pad 22
50' N and 30' W from the SE Corner of Block F, Pad 23
20' N and 10' W from the SE Corner of Block F, Pad 24
40' N and 30' W from the SE Corner of Block F, Pad 25
TESTED FOR:DATE: 07/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2600 07/04/14 FG-1.5 8 13.1 113.7 14.9 110 96 1-A
2601 07/04/14 FG-1.5 8 13.1 113.7 14.0 110 97 1-A
2602 07/04/14 FG-1.5 8 13.1 113.7 15.0 109 96 1-A
2603 07/04/14 FG-1.0 8 13.1 113.7 15.4 111 98 1-A
2604 07/04/14 FG-1.0 8 13.1 113.7 13.7 108 95 1-A
2605 07/04/14 FG 8 13.1 113.7 14.1 111 97 1-A
2606 07/04/14 FG-1.0 8 13.1 113.7 13.6 109 96 1-A
TEST LOCATION:Building Pad
2600
2601
2602
2603
2604
2605
2606
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
Attef Abushakra, P.E.
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) and 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
specimens.
20' N and 80' E from the SW Corner of Block F, Pad 18
30' N and 40' E from the SW Corner of Block F, Pad 23
20' N and 10' E from the SW Corner of Block F, Pad 24
40' N and 20' E from the SW Corner of Block F, Pad 26
Irving, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
SOIL ID
NUMBER
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
130127-153
DATE
10' N and 30' E from the SW Corner of Block F, Pad 25
IN PLACE
DRY DENSITY
PCF
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
30' N and 40' E from the SW Corner of Block F, Pad 27
TEST
NO.
40' N and 30' E from the SW Corner of Block F, Pad 22
J. Ranjbaran
TESTED FOR:DATE: 07/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2607 07/04/14 FG-1.0 8 13.1 113.7 14.7 113 99 1-A
2608 07/04/14 FG-1.0 8 13.1 113.7 13.4 110 97 1-A
2609 07/04/14 FG-1.0 8 13.1 113.7 13.6 113 99 1-A
2610 07/04/14 FG-1.0 8 13.1 113.7 14.7 110 97 1-A
2611 07/04/14 FG-1.0 8 13.1 113.7 15.6 110 97 1-A
2612 07/04/14 FG-1.0 8 13.1 113.7 14.4 113 99 1-A
2613 07/04/14 FG-0.5 8 13.1 113.7 13.8 111 98 1-A
TEST LOCATION:Building Pad
2607
2608
2609
2610
2611
2612
2613
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
Attef Abushakra, P.E.
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) and 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
specimens.
TECHNICIAN: J. Ranjbaran
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-153A
Coppell, Texas
20' N and 50' W from the SE Corner of Block F, Pad 20
40' N and 20' W from the SE Corner of Block F, Pad 21
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
30' N and 30' W from the SE Corner of Block F, Pad 19
30' N and 40' W from the SE Corner of Block F, Pad 22
50' N and 30' W from the SE Corner of Block F, Pad 23
20' N and 10' W from the SE Corner of Block F, Pad 24
40' N and 30' W from the SE Corner of Block F, Pad 25