Westhaven 2-LR130216TESTED FOR:DATE: 02/16/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
603 02/16/13 EG-5.0 1 11.9 117.9 13.0 115 98 1-A
604 02/16/13 EG-4.0 2 9.2 124.4 11.7 120 96 1-A
605 02/16/13 EG-5.0 2 9.2 124.4 11.4 121 98 1-A
606 02/16/13 EG-4.0 2 9.2 124.4 11.6 121 97 1-A
607 02/16/13 EG-5.0 2 9.2 124.4 12.8 120 96 1-A
608 02/16/13 EG-6.0 2 9.2 124.4 11.2 119 95 1-A
609 02/16/13 EG-7.0 2 9.2 124.4 11.1 119 95 1-A
TEST LOCATION:
603
604
605
606
607
608
609
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.
Don Hinton
130127-36
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' N and 20' W from the SE Corner of Block L, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 20' W from the SE Corner of Block L, Pad 9
20' N and 20' W from the SE Corner of Block L, Pad 14
20' N and 20' W from the SE Corner of Block L, Pad 15
20' N and 20' W from the SE Corner of Block L, Pad 10
20' N and 20' W from the SE Corner of Block L, Pad 11
20' N and 20' W from the SE Corner of Block L, Pad 13
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
Irving, Texas
TESTED FOR:DATE: 02/16/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
610 02/16/13 EG-6.0 1 11.9 117.9 14.8 116 99 1-A
611 02/16/13 EG-5.0 1 11.9 117.9 15.4 115 97 1-A
612 02/16/13 EG-6.0 1 11.9 117.9 15.3 114 96 1-A
613 02/16/13 EG-5.0 1 11.9 117.9 14.0 117 99 1-A
614 02/16/13 EG-5.0 1 11.9 117.9 16.0 115 97 1-A
615 02/16/13 EG-4.0 5 14.4 111.9 18.7 107 95 1-A
616 02/16/13 EG-3.0 5 14.4 111.9 17.9 108 96 1-A
TEST LOCATION:
610
611
612
613
614
615
616
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.
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
Irving, Texas
50' S and 25' E from the NW Corner of Block L, Pad 9
50' S and 25' E from the NW Corner of Block L, Pad 10
20' N and 20' W from the SE Corner of Block L, Pad 17
20' N and 25' E from the SW Corner of Block L, Pad 15
20' N and 25' E from the SW Corner of Block L, Pad 16
DATETEST
NO.
20' N and 25' E from the SW Corner of Block L, Pad 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 20' W from the SE Corner of Block L, Pad 16
Don Hinton
130127-36A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/16/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
617 02/16/13 EG-4.0 5 14.4 111.9 17.5 109 98 1-A
618 02/16/13 EG-3.0 5 14.4 111.9 18.0 107 96 1-A
619 02/16/13 EG-4.0 1 11.9 117.9 12.8 116 99 1-A
620 02/16/13 EG-4.0 1 11.9 117.9 12.6 115 97 1-A
621 02/16/13 EG-5.0 1 11.9 117.9 12.7 117 99 1-A
622 02/16/13 EG-4.0 1 11.9 117.9 12.5 117 99 1-A
623 02/16/13 EG-4.0 1 11.9 117.9 13.0 115 98 1-A
TEST LOCATION:
617
618
619
620
621
622
623
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.
Don Hinton
130127-36B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
50' S and 254' E from the NW Corner of Block L, Pad 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' S and 254' E from the NW Corner of Block L, Pad 11
50' S and 254' E from the NW Corner of Block L, Pad 16
50' S and 254' E from the NW Corner of Block L, Pad 17
50' S and 254' E from the NW Corner of Block L, Pad 12
50' S and 254' E from the NW Corner of Block L, Pad 13
50' S and 254' E from the NW Corner of Block L, Pad 15
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
Irving, Texas