Westhaven 2-LR130701 (2)TESTED FOR:DATE: 07/01/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2420 07/01/13 FG-1.0 1 11.9 117.9 14.2 114 96 1-A
2421 07/01/13 FG 1 11.9 117.9 15.0 112 95 1-A
2422 07/01/13 FG-1.0 1 11.9 117.9 12.0 118 100 1-A
2423 07/01/13 FG 1 11.9 117.9 12.5 115 98 1-A
2424 07/01/13 FG-1.0 1 11.9 117.9 12.2 114 96 1-A
2425 07/01/13 FG 1 11.9 117.9 13.3 114 97 1-A
2426 07/01/13 FG-1.0 1 11.9 117.9 12.1 116 98 1-A
TEST LOCATION: Phase 1
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.
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
Storm Sewer Line L at Station 1+20
Storm Sewer Line N at Station 1+30
Storm Sewer Line E at Station 1+05
Storm Sewer Line G at Station 1+00
Storm Sewer Line L at Station 1+15
DATETEST
NO.
Storm Sewer Line G at Station 1+05
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Storm Sewer Line E at Station 1+00
D. Hinton
130127-121
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 07/01/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2427 07/01/13 FG 1 11.9 117.9 13.7 113 96 1-A
2428 07/01/13 FG-1.0 1 11.9 117.9 14.0 113 96 1-A
2429 07/01/13 FG 1 11.9 117.9 13.8 114 97 1-A
2430 07/01/13 FG-6.0 1 11.9 117.9 15.1 113 96 1-A
2431 07/01/13 FG-5.0 1 11.9 117.9 13.0 115 98 1-A
2432 07/01/13 FG-4.0 1 11.9 117.9 13.2 116 98 1-A
2433 07/01/13 FG-3.0 1 11.9 117.9 12.9 116 98 1-A
TEST LOCATION: Phase 1
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.
D. Hinton
130127-121A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Storm Sewer 36" Line PD at Station 2+00
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Storm Sewer Line N at Station 1+35
Storm Sewer 36" Line PD at Station 2+05
Storm Sewer 36" Line PD at Station 2+08
Storm Sewer Line P at Station 1+15
Storm Sewer Line P at Station 1+20
Storm Sewer 36" Line PD at Station 2+02
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: 07/01/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2434 07/01/13 FG-2.0 1 11.9 117.9 13.8 114 97 1-A
2435 07/01/13 FG-1.0 1 11.9 117.9 13.9 113 96 1-A
2436 07/01/13 FG 1 11.9 117.9 14.5 113 96 1-A
TEST LOCATION: Phase 1
2434
2435
2436
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
Storm Sewer 36" Line PD at Station 2+12
Storm Sewer 36" Line PD at Station 2+15
DATETEST
NO.
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Storm Sewer 36" Line PD at Station 2+10
D. Hinton
130127-121B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: