Westhaven 2-LR130818TESTED FOR:DATE: 08/18/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2420 08/18/13 FG-6.0 5 14.4 111.9 16.8 106 95 1-A
2421 08/18/13 FG-7.0 5 14.4 111.9 16.4 107 95 1-A
2422 08/18/13 FG-7.8 5 14.4 111.9 17.0 112 100 1-A
2423 08/18/13 FG-7.3 5 14.4 111.9 16.7 108 97 1-A
2424 08/18/13 FG-8.5 5 14.4 111.9 17.9 110 99 1-A
2425 08/18/13 FG-8.2 5 14.4 111.9 16.5 110 98 1-A
2426 08/18/13 FG-7.7 5 14.4 111.9 18.0 108 97 1-A
TEST LOCATION:
2420
2421
2422
2423
2424
2425
2426
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.
Coppell, Texas
Westhaven Phase 1 & 2
Mass Grading
TECHNICIAN:
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 25' W from the SE Corner of Block F, Pad 22
25' N and 25' W from the SE Corner of Block F, Pad 17
25' N and 25' W from the SE Corner of Block F, Pad 18
25' N and 25' W from the SE Corner of Block F, Pad 20
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
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
25' N and 25' W from the SE Corner of Block F, Pad 21
TEST
NO.
25' N and 25' W from the SE Corner of Block F, Pad 16
Don Hinton
130127-121
Irving, Texas
DATE
25' N and 25' W from the SE Corner of Block F, Pad 19
IN PLACE
DRY DENSITY
PCF
TESTED FOR:DATE: 08/18/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2427 08/18/13 FG-8.3 5 14.4 111.9 16.3 113 101 1-A
2428 08/18/13 FG-8.9 1 11.9 117.9 12.6 117 100 1-A
2429 08/18/13 FG-9.0 1 11.9 117.9 13.8 113 96 1-A
2430 08/18/13 FG-7.8 1 11.9 117.9 12.7 114 97 1-A
2431 08/18/13 FG-6.1 1 11.9 117.9 13.8 116 98 1-A
2432 08/18/13 FG-7.7 1 11.9 117.9 13.6 115 97 1-A
2433 08/18/13 FG-9.0 1 11.9 117.9 13.1 116 98 1-A
TEST LOCATION:
2427
2428
2429
2430
2431
2432
2433
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' S and 15' E from the NW Corner of Block F, Pad 26
20' S and 15' E from the NW Corner of Block E, Pad 16
20' S and 15' E from the NW Corner of Block E, Pad 17
20' S and 15' E from the NW Corner of Block E, Pad 18
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Mass Grading
Coppell, Texas
20' S and 15' E from the NW Corner of Block F, Pad 24
20' S and 15' E from the NW Corner of Block F, Pad 25
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
20' S and 15' E from the NW Corner of Block F, Pad 23
TECHNICIAN: Don Hinton
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 130127-121A
TESTED FOR:DATE: 08/18/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2434 08/18/13 FG-2.6 1 11.9 117.9 13.5 114 97 1-A
2435 08/18/13 FG-2.0 1 11.9 117.9 13.6 117 99 1-A
2436 08/18/13 FG-3.5 1 11.9 117.9 12.5 115 97 1-A
2437 08/18/13 FG-3.5 1 11.9 117.9 12.7 117 99 1-A
2438 08/18/13 FG-4.2 1 11.9 117.9 12.8 115 98 1-A
TEST LOCATION:
2434
2435
2436
2437
2438
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' S and 25' W from the NE Corner of Block F, Pad 12
20' S and 25' W from the NE Corner of Block F, Pad 11
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Mass Grading
Coppell, Texas
20' S and 25' W from the NE Corner of Block F, Pad 15
20' S and 25' W from the NE Corner of Block F, Pad 13
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
20' S and 25' W from the NE Corner of Block F, Pad 14
TECHNICIAN: Don Hinton
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 130127-121B