Westhaven 2-LR130315 (2)TESTED FOR:DATE: 03/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1458 03/15/13 EG-1.0 5 14.4 111.9 14.6 111 99 1-C
1459 03/15/13 EG-3.0 5 14.4 111.9 13.5 109 97 1-C
1460 03/15/13 EG-2.0 5 14.4 111.9 14.5 111 99 1-C
1461 03/15/13 EG-1.0 5 14.4 111.9 14.4 112 100 1-C
1462 03/15/13 EG-2.0 5 14.4 111.9 18.3 109 97 1-A
1463 03/15/13 EG-3.0 5 14.4 111.9 17.5 111 100 1-A
1464 03/15/13 EG-3.0 5 14.4 111.9 17.7 108 96 1-A
TEST LOCATION: Mass Grading Phase 2
1458
1459
1460
1461
1462
1463
1464
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
20' N and 40' E from SW Corner of Block F, Lot 17
20' N and 40' E from SW Corner of Block F, Lot 18
20' N and 40' E from SW Corner of Block E, Lot 17
20' N and 40' E from SW Corner of Block E, Lot 18
20' N and 40' E from SW Corner of Block F, Lot 16
DATETEST
NO.
20' N and 40' E from SW Corner of Block E, Lot 19
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 40' E from SW Corner of Block E, Lot 15
D. Hinton
130127-70
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1465 03/15/13 EG-1.0 5 14.4 111.9 18.0 108 97 1-AD
1466 03/15/13 EG-3.0 5 14.4 111.9 16.5 110 98 1-AD
1467 03/15/13 EG-2.0 5 14.4 111.9 18.5 107 96 1-AD
1468 03/15/13 EG-1.0 5 14.4 111.9 18.2 109 97 1-AD
1469 03/15/13 EG-1.0 5 14.4 111.9 17.9 110 99 1-A
1470 03/15/13 EG-2.0 1 11.9 117.9 12.5 118 100 1-A
1471 03/15/13 EG-1.0 1 11.9 117.9 13.6 113 96 1-A
TEST LOCATION: Mass Grading Phase 2
1465
1466
1467
1468
1469
1470
1471
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.
D. Hinton
130127-70A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Retest of Test #1461 of this Report
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Retest of Test #1458 of this Report
10' S and 35' W from NE Corner of Block E, Lot 17
10' S and 35' W from NE Corner of Block E, Lot 18
Retest of Test #1459 of this Report
Retest of Test #1460 of this Report
20' N and 40' E from SW Corner of Block E, Lot 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: 03/15/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1472 03/15/13 EG-1.0 1 11.9 117.9 11.8 117 99 1-A
1473 03/15/13 EG-2.0 1 11.9 117.9 13.2 117 99 1-A
1474 03/15/13 EG-2.0 1 11.9 117.9 11.0 116 98 1-A
1475 03/15/13 EG-1.0 1 11.9 117.9 11.5 115 97 1-A
1476 03/15/13 EG-1.0 1 11.9 117.9 18.2 110 93 1-B
1477 03/15/13 EG-1.0 1 11.9 117.9 13.0 118 100 1-A
1478 03/15/13 EG-1.0 1 11.9 117.9 15.0 113 96 1-AD
TEST LOCATION: Mass Grading Phase 2
1472
1473
1474
1475
1476
1477
1478
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
20' S and 65' E from NW Corner of Block F, Lot 18
Retest of Test #1476
10' S and 35' W from NE Corner of Block F, Lot 17
10' S and 35' W from NE Corner of Block F, Lot 18
20' S and 65' E from NW Corner of Block F, Lot 17
DATETEST
NO.
20' S and 65' E from NW Corner of Block E, Lot 17
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 35' W from NE Corner of Block F, Lot 16
D. Hinton
130127-70B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: